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HomeMy WebLinkAboutSDP200800052 Plan - Other (not approved) (2)Location Map MAP SOURCE: ALBEMARLE COUNTY REAL ESTATE TAX MAPS Standards and Specifications 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 2001. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 2001. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999. LONG TERM ACUTE CARE HOSPITAL (LTACH) STAFF PARKING Albemarle County, Virginia PRELIMINARY SITE DEVELOPMENT PLAN 24 March 2008 Sheet Index SHEET TITLE SHEET NO. COVER SHEET 1 EXISTING CONDITIONS PLAN 2 LAYOUT AND DIMENSION PLAN 3 GRADING AND UTILITIES PLA Fd 4 LANDSCAPE PLAN 5 Context PROPOSED LTACH BUILDING ON TMP 59-23B1 EXISTING MAINTENANCE FACILITY WITH PROPOSED PARKING ON TMP 59-23D, 23F AND 23C1 U Prepared For: Rectors and Visitors of O+H+HHHffp - University of Virginia, a+++wo PO Box 400726, p : I Charlottesville, VA -22904 McKEECARSON CONSULTING ENGINEERS -LANIDSCAPE ARCHITECTS -LAND PLANNERS 301 EAST HIGH STREET CIHARLOTTESVILLE, VIRGINIA 22902 t: 434-979-71522 f: 434-977-1194 General Notes `- Purpose and Intent o)f the Site Plan 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, 1. THE PURPOSE AND INTENT OF TFNIS APPLICATION IS TO PROVIDE SUFFICIENT INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR PARKING FOR BOTH THE PROPOSSED LTACH FACILITY ON TMP 59-2387 AND LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION SETBACK LINEINTERMEDIATE REPLACEMENTS SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. THE EXISTING MAINTENANCE FIACILITY ON TMP 59-23D, 23F AND 23C1 AS ILLUSTRATED IN CONTEXT MMP. WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY INDEX CONTOUR EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). 17, ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 2. TMP 59-23D, 23F, 23C1 AND FOLLY DRIVE EASEMENT WILL BE CONSOLIDATED PAVEMENT ------------------ INTO ONE SINGLE TAX MAP PARCEL FOR SIMPLIFIED REVIEW. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS 18. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 3. CONSOLIDATED PLAT AND APPLICCATION WILL BE PREPARED BY THOMAS LINCOLN -w-w- OTHERWISE NOTED. SURVEYORS AND WILL BE SUBMIIRTED AT A LATER DATE UNDER SEPERATE COVER. 3. " EROSION AND SEDIMENT CONTROL MEASURES SHALLBE PROVIDED IN ACCORDANCE 19. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 4. UNDER USUAL CIRCUMSTANCES,, APPLICATION WOULD MADE FOR A MAJOR WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED SEWER LINE -S- SITE PLAN AMENDMENT TO TMP!59-23D, 23F AND 2301 AS THE EXISTING FACILITY - -S- PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 20. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY IS TO REMAIN IN TACT AND FUNCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO 5. PRELIMINARY APPLICATION IS MADE TO ACCOMPANY THE LTACH APPLICATION UTILITY POLE MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF COMMENCEMENT OF EXCAVATION OR DEMOLITION. PREPARED BY TIMMONS GROUP AND SUBMITTED UNDER SEPARATE COVER. 4:1 OR BETTER ARE TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR EASEMENT ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES. 21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, CONCRETEPAVEMENT r------------ - ---I THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. Site Data 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE GAS LINE -G- OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, 22. TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. INTERMITTENT STREAM RETAINING WALL PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER DEVELOPER: RECTORS AND VISITORS OF -DA � RIP RAP ARE EXCLUDED. UNIVERSITY OF VIRGINIA, 6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -O. VDOT O PO BOX 400726, STANDARD PIPE BEDDING DETAIL PBA IS REQUIRED WITH HANCOR HI -Q HIGH DENSITY 23. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO CHARLOTTESVILLE, VA -22904 - - POLYETHYLENE (HDPE) PIPE. OVERHEAD ELECTRIC LINE -CHE- BE REMOVED OR RELOCATED. TAX MAP / PARCEL: TMP 59-230 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 24. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. (TO BE CONSOLIDATED) TMP 59-23F UNDERGROUND TELEPHONE LINE -UG7- STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). - - CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. TMP 59-2301 B. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, 25. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS ZONING: L -I MAGISTERIAL DISTRICT: SAMUEL MILLER 1901, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR FIRE HYDRANT AT A SINGLE LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH BUILDING. SETBACKS (L-1): FRONT: BUILDING IS EXISTING. FH PROCEEDING WITH WORK. SIDE: NA TOP OF CURB 26. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON REAR: NA YARD: 30' 9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS BC THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP [1, APPROVED BY THE ENGINEER. DROP INLET WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS PARKING: 10' 10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND ON THESE DRAWINGS. EXISTING USE: WAREHOUSE WATER METER UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL 27. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL EXISTING BUILDING: METAL WAREHOUSE ON TMP 23D:8856 SF VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND TS MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND METAL WAREHOUSE ON TMP 23D:13754 SF BS UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' TOP OF THE WALL SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM MAXIMU NUMBER OF EMPLOYEES: 23 EMPLOYEES TW (1.800-552-7001). THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO THE APPROVAL (EXISTING WAREHOUSE) VIRGINIA DEPARTMENT OF 11007 OF THE ENGINEER. TRANSPORTATION 11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING HANDICAP RAMP UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF LIGHT POLE PROPOSED USE: PARKING FOR LTACH STAFF (USE) ♦❑ NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO Site Specifics PARKING REQUIRED: 88 SPACES 2 CUSTOMER PARKING OPEN TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND (NOT PUBLIC) ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2 LOADING SPACES (22610 SF) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY 1. DATUM: USGS EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 2. BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY PARKING PROVIDED: 92 SPACES (INCLUDING 4 HANDICAP) THOMAS B. LINCOLN LAND SURVEYOR,CHARLOTTESVILLE, VA 4 LOADING SPACES 12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE 3. BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610.80. MAX. IMPERVIOUS COVER: 68, 199 SF RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. SEE EXISTING CONDITIONS SHEET OPEN SPACE PROVIDED: 36, 060 SF 13. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND 4. THIS SITE IS NOT WITHIN A RESERVOIR WATERSHED, FLOOR AREA RATIO: (BUILDING AREA/SITE AREA) 0.51912.90= 0.18 COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 5. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN. EXISTING BUILDING HEIGHT: 26' 14. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND 6. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO THE BUILDING CONTRACTOR. CONSTRUCTION BY THE ALBEMARLE COUNTY ZONING DEPARTMENT. 15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 7. A WAIVER REQUEST HAS BEEN SUBMITTED WITH REGARDS TO THE LIMITATION RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THE MAXIMUM NUMBER OF PARKING SPACES. OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 8. LIGHTING AND PHOTOMETRIC PLAN WILL BE SUBMITTED ALONG WITH FINAL HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE SITE PLAN. OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER'. Site Construction 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1. NOTIFY ENGINEER IN ALL CASES. 5. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END WALL SECTIONS WHERE APPLICABLE. 7. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN ATTHE CENTER OF THE INLET BOX. 8. 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). THE PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. Approvals DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER ENGINEER INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Legend/Abbreviations `- PROPOSED PEDESTRIAN CONNECTION ITEM EXISTING PROPOSED BENCH MARK PROPERTY / RIGHT OF WAY LINE SETBACK LINEINTERMEDIATE CONTOUR _______- INDEX CONTOUR 10 BUILDING PAVEMENT ------------------ __WATER WATER MAIN - W- - - W- -w-w- WATER VALVE STORM SEWER SEPTIC DRAIN FIELD SEWER LINE -S- - -S- -S S- INLET I MANHOLE UTILITY POLE TELEPHONE PEDESTAL EASEMENT -- BITUMINOUS PAVEMENTS --------------------- -------- iCONCRETE CONCRETEPAVEMENT r------------ - ---I CURB L ------------------- CURB WITH GUTTER --------------------. GAS LINE -G- - -G- --------------------- -G-G-G- DRAINAGE AREA DELINEATION INTERMITTENT STREAM -DA � RIP RAP STORM DRAIN IDENTIFIER O SANITARY SEWER IDENTIFIER O UNDERGROUND ELECTRIC LINE -UGE- - - UGE OVERHEAD ELECTRIC LINE -CHE- - - OHE UNDERGROUND TELEPHONE LINE -UG7- - - UGT OVERHEAD TELEPHONE LINE -OHT- - - -OHT-OHT REINFORCED CONCRETE PIPE 1901, RCP FIRE HYDRANT FH FH YARD DRAIN TOP OF CURB TC TC BOTTOM OF CURB BC BC LOW POINT [1, LP DROP INLET O/ Di CLEANOUT CO WATER METER /y" WM TOP OF THE STAIRS TS TS BOTTOM OF THE STAIRS BS BS TOP OF THE WALL TW TW BOTTOM OF THE WALL 9w BW VIRGINIA DEPARTMENT OF 11007 VDOT TRANSPORTATION HANDICAP RAMP LIGHT POLE ♦❑ Revisions 1. 04/28/2008: SITE REVIEW COMMENTS and Seal: Sheet No.: DRMCKEE�, 01I 01 Of 05 TC ` 621.88 O o 87i.ba FB�YP.� >....... '?TANKS 631 Tw 631.53 0590600 -O0 -MIK) UNIVERSITY OF VIRGINIA HEALTH SERVICES ZONE: L1 I U 82931 �i 832.16o •C .F12ze�74 k l vucur 49.B. 2199 P. 160, 1 D.B. 2f r. I I OB 910 EXCEPT. F1 1 I I I I I d:5 / I RE 43f, D.� 392 P. l 62420 k•' *y,' / / I -w- T - W r, 1..y tBss9\o \ / \0 �� A yF\ � \ IF /' NOTE.- BU/LD/NG CORNERENCROACNES / 008'OVERPROPERTY1/1VE v AD f l S63 4344E Rri9'/°11L7St'�':a� v 111.44' \\ r4448' UP i� TA=o 5726^ CSX r �SPoRT 1606.7) 11 Oar f R=1371-7 \'Q'E A 1251?$ �. 60891 OEr X30 EX/STING 1 S70RYBRICKAND FACEOFBU/LDING �� C -f2514 FACPERTYLLDI CB-C=125.36E \ UP 6/O' \ X68986 �-l- BISEME/VT{ METAL WAREHOUSE NOTE: TA=5°1379' OB SMSF BUILDING ENCROACHES mph' \ P. 4R7,\k73PLAT 05900*D..pp.MDO 3.23'OVER PROPERTY LINE ,1l0GI`BOX �7U4 E RECTORS & VISITORS OF THE _ UNIVERSITY OF VIRGINIA PARTY WALL 0 i1 � 5 044 - € •_,_ ZONE: L I D.B. 1093 P. 78 04 7S =f46E aNF EXCEPT. F13 CB - GBW +'`l IRON FOUND -_ R=f372 NO2f0"W �� I \ °13 177 s ,4f FROMCORNER Y=12930_ ml \\ I I+ FF ME/fAL WAREHOUSE R/CKAND / C=255.4 5375'E \\`I 60682 I / 609.66 FF b 13754 SF DELTA= f04043° 609.01 ./ 059X)4000M3F0 DOGWOIOD- RECTORS & VISITORS OF THE `'08. / 4 APFROX. LOCA UNIVERSITY OF VIRGINIA _ Ti ° XLOIG47KIN ZONELI �'I TC a' I DOGHUOD- I 7� o APPROX bLll FATKW I I ----------- - . 3 I F^� I S84°11'i6E /F o BQ695 / I I m I499?' BC"R•7?��` 0 I 605&9 1 i '87Ff � 80904 -"q' + ° AF + PIP I .069M41MM2300 0 RECTORS &VISITORS OF THE \ I 609,08 O I B608,92i UNIVERSITY OF VIRGINIA IV 1�LA/E f5 - `,. ' ZONE: COMMERCIAL aw98 B $1 1.60493 I: O D.B 910 P. 461 PLAT 0 1 e o.'6 Bc to \\ 1 D.B. SYR? P. 7ABIXCEPT. RE ORS& SITORS FTHE Np 1 1,'•,61708 i roi ? ♦ 1 D.B. 387 P. 18EXCEPZ F8 U IVERSI OF VIRG IA L/ T" TC 1"Ll It\\ /- 3 \ S05°438TWB30T E 154/NEI f M1 ; ....... __ I; 0 , / 608.02 GRAS.4;, ....----==---'-- 00 0 15,11A11715 �\ \\0 807.63 Be COAC GL W7.48 t` i /60.381 -J rC Be R=16A7 \ O� 7r.£ I / / 1 80087 60038 .j\ I A=2881' \ \O (/p / I I j / T •''yi Be :u, 11, \\ m y T=21. 13' \\ "RYA w:� 11,,: •I# t C=2446' WV ti // // i7 #L Be $ \ CB-NS95932E \ yF\ / \I 60780 I / / _ ,/ 1 Be 7V GLII'p :, 60025 t \ \ W021 t 73 'F { TC �. DELTA= 109°16'13' \ \ 13' v V vo � I,:; 60073: ; - '-----------'----------- , TC 59-2 1 ` / \\ r t 12� 801.16 y n -I�--{- Fou AD / \ E,r rWFARA%WLOT Lr \I , / r-----------------------°,•---- -- f 50'EA�EMENT ` \ 54SMCES \ GW I I ---�- \ l 691.08 - S3, I \ / 1 60718 ----r i .� C 0.249 C BM.67 111 \ / i f, l'-� j /� ' r v .B9 -----------------�____....__._____.__ 80 60N rc i8f346!1- \\ \ 1 I / I -------------------- \,.... .07 ,'•� �7i \\ 1\ "Y 1(613.72 I\ 1 q +152./NEHS 61201 \ / I 608.37 + I i (GRASS / / I ,; I \1/ _ tVE'l I'� I-°�-•••; \ /' /I /� 50'8U%DINGSETBgCKLINE(BUILDING EXISTS ONSIlEJ 7L //•"; "✓ULT/'/ \\ Fif k\ -/ 675 j f 6026 0' 59966{ t _ FRE II 1/ PROTEC77AVI / Iy-W--.� W---W-I � W_-}W--wI4-7wV/! W-T-Lyy---yy-/�IrD(P-W---IN---yy---yy �Of 595'65.. .8-/ i l I / 30' // y l ./ St -T -S-T 7- - a \ I X 61497 1 / ,/S /' /- -S--� --S-- TC A , I / v -Tf5 S- -S+�-S--5--+-S---S-I---S-- Lam- -- S --S-r-S---M--S- 1 \ I I 30'AMAII SEMEN % / _ ,ri -'' I PP \ I I f 609.41 D.B. 1211 P. 30PLAT / / '- - - - \4951'I / QB. 1.174 420(, 207FYAT '` 80555 / ,ice y� /. ` IF 58708/ N84°13'46'61$237 I 1 // , i \. EXCEPT. F8, F14 -- �,rtI =... BENCHMAfW/S ® + j � \ / -g, •.° > :: y,... /RONAND I IF7EL D N85 f847M1IFN /' / �' �•^' { ASN: '�'.) /' __" 1 1- -- CAPBTAA/A�D/f3f D 1 + 60547 1 �/ + SIR 18`-I�AR/ABLEW/D7NlNGRESS 1---- - _ p*PED 2574 -•____... ------------- VEPCOR.WFOR $81-773 =&ANDA442sil ______OA ----------- -/__4W____ ___________________________________. EXCEPr.F3 / __-_ 0 `L------------------------------------- ___ Existing Condition Notes 1. DATUM: USGS CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT/ENGINEER 24 HOURS PRIOR TO CLEARING DRAINFIELD AREA ON SOUTHERN PARCEL TO SCHEDULE AN ON-SITE REVIEW OF SPECIMEN TREES TO BE SAVED IN THIS AREA. 2. BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY THOMAS B. LINCOLN LAND SURVEYOR, CHARLOTTESVILLE, VA 3. BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610.80. 4. ALL OF EXISTING PARKING WILL BE DEMOLISHED. 5. DEMOLITION PLAN WILL BE SUBMITTED ALONG WITH FINAL SITE PLAN. 6. GREY AREAS REPRESENT CRITICAL SLOPES. THE THREE (3) DOGWOODS SHOWN BETWEEN LOADING DOCKS ARE NOT SURVEYED AND ARE PLACED IN APPROXIMATE LOCATIONS. 9. Existing Condition Notes 1. TMP 59-23D, 23F, 23C1 AND FOLLY DRIVE EASEMENT WILL BE CONSOLIDATED INTO ONE SINGLE TAX MAP PARCEL FOR SIMPLIFIED REVIEW. 2. CONSOLIDATED PLAT AND APPLICATION WILL BE PREPARED BY THOMAS LINCOLN SURVEYORS AND WILL BE SUBMITTED AT A LATER DATE UNDER SEPERATE COVER -' , �\ -- <. , & EGRESS EASEMENT _ _ 6241 6060.9 _____4�-_______ \\ \ F' 47.63_____p,B-F2ff P3ATPLgT 804.20 ---_-_ _____�:_______ _ ______ff2B2440' __�>_____________ EXCEPT Ff4 ._____________________ ________________ _____ -A=1.43.55'___ ® scale: 1"=20' contour interval : 2' T=98.8 I' G=19351'_�--- _ __________________________ _____________________-U.S.ROUTE�_________��5Z4023I1 - ------------------0 20 40 80 DELTA=35535" ------- --------------- McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 P: 434 .979. 7522 f: 434 977.1194 www.mckeecorson.com REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PUT: THOMAS LINCOLN SURVEYORS Z Y d' CL LL W rn U Z U -c- < Q O Z - > W Q N c Z d 0 QO U c x � G � a Q E U O V W � W . Q N U LU Z O J REVISIONS 1.04/28/2008: SITE REVIEW COMMENTS DESIGNED OTHERS CHECKED RBM SCALE I"=20' DATE 03/24/08 PROJECT 0810 s .y \\ hp 4 \ QB 4' \\\ P. 485, \,aCEPT. F3 ' \\ q o \ \ \ VEPCOEASEENT VV �f D.B" 934 P. 474 478 T II j�l EXCEPT.F3 ( °• TC ` 621.88 O o 87i.ba FB�YP.� >....... '?TANKS 631 Tw 631.53 0590600 -O0 -MIK) UNIVERSITY OF VIRGINIA HEALTH SERVICES ZONE: L1 I U 82931 �i 832.16o •C .F12ze�74 k l vucur 49.B. 2199 P. 160, 1 D.B. 2f r. I I OB 910 EXCEPT. F1 1 I I I I I d:5 / I RE 43f, D.� 392 P. l 62420 k•' *y,' / / I -w- T - W r, 1..y tBss9\o \ / \0 �� A yF\ � \ IF /' NOTE.- BU/LD/NG CORNERENCROACNES / 008'OVERPROPERTY1/1VE v AD f l S63 4344E Rri9'/°11L7St'�':a� v 111.44' \\ r4448' UP i� TA=o 5726^ CSX r �SPoRT 1606.7) 11 Oar f R=1371-7 \'Q'E A 1251?$ �. 60891 OEr X30 EX/STING 1 S70RYBRICKAND FACEOFBU/LDING �� C -f2514 FACPERTYLLDI CB-C=125.36E \ UP 6/O' \ X68986 �-l- BISEME/VT{ METAL WAREHOUSE NOTE: TA=5°1379' OB SMSF BUILDING ENCROACHES mph' \ P. 4R7,\k73PLAT 05900*D..pp.MDO 3.23'OVER PROPERTY LINE ,1l0GI`BOX �7U4 E RECTORS & VISITORS OF THE _ UNIVERSITY OF VIRGINIA PARTY WALL 0 i1 � 5 044 - € •_,_ ZONE: L I D.B. 1093 P. 78 04 7S =f46E aNF EXCEPT. F13 CB - GBW +'`l IRON FOUND -_ R=f372 NO2f0"W �� I \ °13 177 s ,4f FROMCORNER Y=12930_ ml \\ I I+ FF ME/fAL WAREHOUSE R/CKAND / C=255.4 5375'E \\`I 60682 I / 609.66 FF b 13754 SF DELTA= f04043° 609.01 ./ 059X)4000M3F0 DOGWOIOD- RECTORS & VISITORS OF THE `'08. / 4 APFROX. LOCA UNIVERSITY OF VIRGINIA _ Ti ° XLOIG47KIN ZONELI �'I TC a' I DOGHUOD- I 7� o APPROX bLll FATKW I I ----------- - . 3 I F^� I S84°11'i6E /F o BQ695 / I I m I499?' BC"R•7?��` 0 I 605&9 1 i '87Ff � 80904 -"q' + ° AF + PIP I .069M41MM2300 0 RECTORS &VISITORS OF THE \ I 609,08 O I B608,92i UNIVERSITY OF VIRGINIA IV 1�LA/E f5 - `,. ' ZONE: COMMERCIAL aw98 B $1 1.60493 I: O D.B 910 P. 461 PLAT 0 1 e o.'6 Bc to \\ 1 D.B. SYR? P. 7ABIXCEPT. RE ORS& SITORS FTHE Np 1 1,'•,61708 i roi ? ♦ 1 D.B. 387 P. 18EXCEPZ F8 U IVERSI OF VIRG IA L/ T" TC 1"Ll It\\ /- 3 \ S05°438TWB30T E 154/NEI f M1 ; ....... __ I; 0 , / 608.02 GRAS.4;, ....----==---'-- 00 0 15,11A11715 �\ \\0 807.63 Be COAC GL W7.48 t` i /60.381 -J rC Be R=16A7 \ O� 7r.£ I / / 1 80087 60038 .j\ I A=2881' \ \O (/p / I I j / T •''yi Be :u, 11, \\ m y T=21. 13' \\ "RYA w:� 11,,: •I# t C=2446' WV ti // // i7 #L Be $ \ CB-NS95932E \ yF\ / \I 60780 I / / _ ,/ 1 Be 7V GLII'p :, 60025 t \ \ W021 t 73 'F { TC �. DELTA= 109°16'13' \ \ 13' v V vo � I,:; 60073: ; - '-----------'----------- , TC 59-2 1 ` / \\ r t 12� 801.16 y n -I�--{- Fou AD / \ E,r rWFARA%WLOT Lr \I , / r-----------------------°,•---- -- f 50'EA�EMENT ` \ 54SMCES \ GW I I ---�- \ l 691.08 - S3, I \ / 1 60718 ----r i .� C 0.249 C BM.67 111 \ / i f, l'-� j /� ' r v .B9 -----------------�____....__._____.__ 80 60N rc i8f346!1- \\ \ 1 I / I -------------------- \,.... .07 ,'•� �7i \\ 1\ "Y 1(613.72 I\ 1 q +152./NEHS 61201 \ / I 608.37 + I i (GRASS / / I ,; I \1/ _ tVE'l I'� I-°�-•••; \ /' /I /� 50'8U%DINGSETBgCKLINE(BUILDING EXISTS ONSIlEJ 7L //•"; "✓ULT/'/ \\ Fif k\ -/ 675 j f 6026 0' 59966{ t _ FRE II 1/ PROTEC77AVI / Iy-W--.� W---W-I � W_-}W--wI4-7wV/! W-T-Lyy---yy-/�IrD(P-W---IN---yy---yy �Of 595'65.. .8-/ i l I / 30' // y l ./ St -T -S-T 7- - a \ I X 61497 1 / ,/S /' /- -S--� --S-- TC A , I / v -Tf5 S- -S+�-S--5--+-S---S-I---S-- Lam- -- S --S-r-S---M--S- 1 \ I I 30'AMAII SEMEN % / _ ,ri -'' I PP \ I I f 609.41 D.B. 1211 P. 30PLAT / / '- - - - \4951'I / QB. 1.174 420(, 207FYAT '` 80555 / ,ice y� /. ` IF 58708/ N84°13'46'61$237 I 1 // , i \. EXCEPT. F8, F14 -- �,rtI =... BENCHMAfW/S ® + j � \ / -g, •.° > :: y,... /RONAND I IF7EL D N85 f847M1IFN /' / �' �•^' { ASN: '�'.) /' __" 1 1- -- CAPBTAA/A�D/f3f D 1 + 60547 1 �/ + SIR 18`-I�AR/ABLEW/D7NlNGRESS 1---- - _ p*PED 2574 -•____... ------------- VEPCOR.WFOR $81-773 =&ANDA442sil ______OA ----------- -/__4W____ ___________________________________. EXCEPr.F3 / __-_ 0 `L------------------------------------- ___ Existing Condition Notes 1. DATUM: USGS CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT/ENGINEER 24 HOURS PRIOR TO CLEARING DRAINFIELD AREA ON SOUTHERN PARCEL TO SCHEDULE AN ON-SITE REVIEW OF SPECIMEN TREES TO BE SAVED IN THIS AREA. 2. BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY THOMAS B. LINCOLN LAND SURVEYOR, CHARLOTTESVILLE, VA 3. BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610.80. 4. ALL OF EXISTING PARKING WILL BE DEMOLISHED. 5. DEMOLITION PLAN WILL BE SUBMITTED ALONG WITH FINAL SITE PLAN. 6. GREY AREAS REPRESENT CRITICAL SLOPES. THE THREE (3) DOGWOODS SHOWN BETWEEN LOADING DOCKS ARE NOT SURVEYED AND ARE PLACED IN APPROXIMATE LOCATIONS. 9. Existing Condition Notes 1. TMP 59-23D, 23F, 23C1 AND FOLLY DRIVE EASEMENT WILL BE CONSOLIDATED INTO ONE SINGLE TAX MAP PARCEL FOR SIMPLIFIED REVIEW. 2. CONSOLIDATED PLAT AND APPLICATION WILL BE PREPARED BY THOMAS LINCOLN SURVEYORS AND WILL BE SUBMITTED AT A LATER DATE UNDER SEPERATE COVER -' , �\ -- <. , & EGRESS EASEMENT _ _ 6241 6060.9 _____4�-_______ \\ \ F' 47.63_____p,B-F2ff P3ATPLgT 804.20 ---_-_ _____�:_______ _ ______ff2B2440' __�>_____________ EXCEPT Ff4 ._____________________ ________________ _____ -A=1.43.55'___ ® scale: 1"=20' contour interval : 2' T=98.8 I' G=19351'_�--- _ __________________________ _____________________-U.S.ROUTE�_________��5Z4023I1 - ------------------0 20 40 80 DELTA=35535" ------- --------------- McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 P: 434 .979. 7522 f: 434 977.1194 www.mckeecorson.com REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PUT: THOMAS LINCOLN SURVEYORS Z Y d' CL LL W rn U Z U -c- < Q O Z - > W Q N c Z d 0 QO U c x � G � a Q E U O V W � W . Q N U LU Z O J REVISIONS 1.04/28/2008: SITE REVIEW COMMENTS DESIGNED OTHERS CHECKED RBM SCALE I"=20' DATE 03/24/08 PROJECT 0810 SHEET NUMBER 02 OF 05 v 'v 11 1 qIr 1 � AV PEPCO EASEMENT !l \ 1 I D.B. 934 P. _ v `W' vv v 485,, 488 PLAT . �I II I w II .€ACEPT F3 I ! dd I T II - \ I I 1 EXCEPT F3SE&ENT N�'t it11t II 1� D.B. 934 P475, 478 PLAT•I 111 1 III II II II I �` _ w `w �6f0. ___ _ _U.S. ROUTE 250 \ \ \ 'I I_LVE, �JEASEMENT- .... ...-:. I O.B. 91 P470,\N J?PLA T- 111 `� \ I� { I CE \F5s/S G rA SPLANGHT DISTANCE EXHIBIT SDa , --------------------- _—� '/ ��/���� 0 100 200 1� ---- d we - I 8§44-114- - Layout Notes I G \\ I I .' 4 > s� n 1. DETAIL DIMENSIONAL LAYOUT WILL BE PROVIDED WITH FINAL SITE PLAN 1 1 I '4 2. EXISTING BUILDING WILL NOTKING LBE MOOTW'DIFIED.LL BE EPLACED WITH THE PROPOSED LAYOUT AS SHOWN. EXISTING 3. PARKING LOT LAYOUT IS IN COMPLIANCE WITH THE SECTION 4.12 OF ALBEMARLE COUNTY CODE III I Ill IIII o' I I IIIi;III�`� ,I I 1I III I I ` �I I II I I I II I ((I II � I 1J7 l I I 1 I I V I I I I i� I I I I I II I I I I IIi 1 I � I Vi RIABLEW/D7HPER NEl III ! UT/LITNE4 A9.6 1199 P. 160, 1&x166P T I I I \ I D.B 2t P�51159 I II I I _L I EX�PT F4 A � } � I / I 13.8' -IS' V Ili . . !! VEPC,O 54 VEPCO EAS EN 1 I O. B. 431 P f SPLA D.B.391 P / . . . / ~ 4. THE PROPOSED PARKING LOT IS DESIGNED TO PROVIDE SUFFICIENT PARKING FOR BOTH ` /'?�".`x 6s I THE PROPOSED LTACH FACILITY ON TMP 59.2381 AND THE EXISTING MAINTENANCE FACILITY LOADING SPACES ON TMP 59.23D, 23F AND 2301. SEE COVER SHEET FOR CONTEXT MAP. - .� 5. NUMBER OF EMPLOYEES: 23 EMPLOYEES (EXISTING WAREHOUSE) tn PROPOSED USE: PARKING FOR LTACH STAFF (USE) PARKING REQUIRED: 88'SPACES (SEE PARKING STUDY) 2 CUSTOMER PARKING 2 LOADING SPACES ( 2610 SFOT )PEN TO PUBLIC) 1',°. PARKING PROVIDED: 92 SPACESINCLUDING 4 HANDICAP 4 LOADING SPACES ) i ,�pR k ir.i k �ai •�"i t 7 r yj � r�xv o -� Ars ,1;, YCLFAR OV�RHANG LIMtf "`nv .� b .� I �'i r< ,p� ,yak � t�i , k r. ,1r�• syn Y' r i r h` D�. 391 P. 099, PLA I 1 I I EX P7 ------------ 1' I I / II - I I I I I I 1 \ i STUSANDANCHOR O.B. 288 P 488 EXCEPT F3 b V WIDE CONCRETE¢IDEWALK30 - 30'ACSAEASEMENT D,6 1111 P.343PLAT I / D.B. 9174 P° 204, 207PLAi / / EXCEPT F6 FM I i VAR/ABLEW/DTH INGRESS \. ` , & EGRESS EASEMENT ^�_____________________________________-. \ �� _ D.B 1211 P343 PLAT _____________,___________________67p______________�_ U.S. ROUTE 250 ® scale: 1" = 20' contour interval 2' 0 20 40 80 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Sfreet CharloftesVllle. VA 22902 IT: 434 .979 . 7522 f 434. 977 .1194 www. mckeecarson.com .F`,,osj HOP G7 o � L'ROBERT B. MCKEE� Lie, No. 7783 f-yO �w� "zS,r0NAL OG REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z Y LY CL ILL - LI W h U C Z U ._ Q Q a)H z> W Q Z a n O 5Q O U w 6 Q ,w U 0 V LU W Q H U Q LU U Z O J REVISIONS 1.04/28/2008: SITE REVIEW COMMENTS DESIGNED SRK, NBB, EKR CHECKED RBM SCALE 1"=20' DATE 03/24/08 PROJECT 0810 i VAR/ABLEW/DTH INGRESS \. ` , & EGRESS EASEMENT ^�_____________________________________-. \ �� _ D.B 1211 P343 PLAT _____________,___________________67p______________�_ U.S. ROUTE 250 ® scale: 1" = 20' contour interval 2' 0 20 40 80 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Sfreet CharloftesVllle. VA 22902 IT: 434 .979 . 7522 f 434. 977 .1194 www. mckeecarson.com .F`,,osj HOP G7 o � L'ROBERT B. MCKEE� Lie, No. 7783 f-yO �w� "zS,r0NAL OG REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z Y LY CL ILL - LI W h U C Z U ._ Q Q a)H z> W Q Z a n O 5Q O U w 6 Q ,w U 0 V LU W Q H U Q LU U Z O J REVISIONS 1.04/28/2008: SITE REVIEW COMMENTS DESIGNED SRK, NBB, EKR CHECKED RBM SCALE 1"=20' DATE 03/24/08 PROJECT 0810 SHEET NUMBER 03 OF 05 r ` Grading and Utilities Notes \ I \ 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN. 2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS \ \ \ TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 1 I r % ✓I 11I III 11 i 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS'RECOMMENDATIONS. IyIr I I / I \ 4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, � f II 1 I \\ - ELECTRIC). 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS I 1 ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH OSJ/�n_BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER rq PRIOR TO INSTALLATION. \♦ i� \ I I / ._ AIC, 6. TTPEDESTALS NOT MOUNTED TO THE BUILDING PAINTED ELECTRICRANSFORMERS CONTRACTOR TO ENSUREREFLECTIVE ID MARKERS CODING II / ARE NOT PAINTED \ I I I I 1 1 I 1 I I I 7, TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. I I I 1 I i 1 ;I ; I II li I �) I I I / - `; 8, ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. \J _„ _ - _ 9, GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE \\\ 1 \\\II 11 I I i I I \\I (\/Fj, / ;\ _ LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). l V V 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR 41IN ^ - - --- TO INSTALLATION. 11. ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNERIARCHITECT/ (�c -----i __\ I Ii I I v` ` \ ENGINEER FOR BEST LOCATION. "04 /� \\I V " �II I'Tr 11 I -1 I I /4O/Nj� `` \ - _ _ - - -- 12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. I HP Ill 11 lei � nim M1 / III V "'' ! 1 1 j JII q i. I � � � � I I I 'tyAl ✓ t T' ti q Ij I ppI �I I II .. w`t "y as�'� ern 7M1 3'� `.L / 1 i I fl I EASE ENT SIDEWALK I I •' TO ACCES D'4E(I„1/5°+li� / I 1 Iri 4 Vt h'y, i I I I II �'Vj L EL H BUI INS �.v / Ill- / BIOFILTER General Construction Notes \ \ 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF - TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM / TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. - / 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, I GRADING OR -OTHER CONSTRUCTION. I1� / 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM I {� ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES = - OF 3:1 OR BETTER ARE TO BE ACHIEVED. ki 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION p . OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, ITIS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. .-__= 6. ALLTRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. \ I ' 12- ADS DROP INLET _ I1' -. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. TOP =601.50, INV OUT - 5965. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS 1 II FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). II 67.67 L F. 15" HDpE I @0.74%L. II :❑ Construction Notes for Stormwater Management Plans :11 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. _1 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. - a 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE ` PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. m I 1\ Stormwater Sewer Schedule \V l 1-� INV OUT = 598 6 / RIPRAP D50=6" /- STRUCTURE STRUCTURE INVERT INVERT TOP ELEV PIPE DESCRIPTION CHECKED IN OUT YD 601.50 598.50 1"=20' ULT/ \\ 7.7L.. 5 .74 CLEAN OUT= OUTLET TO BIOFILTER 9 . i I FH 24" CMP I T I -.6150 "ON COVER SHEET ..,.dvi lid.I 9 - STONEWALL TAI I _PR07EC77OV// BW 803.0 -w--7- W_/ I---W---W I-w---�W---w--i/--+w--w-_� -W--'-rw---w--�� w--w-_._W--- - �--w ' - I� I -7 I / AC / 12"DIP / I I S -- -S S-_S+--St--S-�-S---S-/---5_---S��-S-�S�--S-y-.-S---&--S- {^ I V 604.9, V 598.01'- -�1- - w- ; x 1' RECTANGULAR ��-S S L WEIRDF�ENINGT- - S - BKT, NBB, EKR CHECKED RBM / 1"=20' DATE 03/24/08 PROJECT 0810 T 24" CMP �- ______ ------------ f.=__ t/592.82 1 NV OUT =594 I \ r� RIPRAP D50 = 6" --. _______________tea,_._----------- ------------------ __` --------------- _.-_________._______„__------------ �_.6YD----------------------------- ------- U.S. ROUTE 250 KYKq:1:Z�ii ® scale: l"=20' contour interval 2' 0 20 40 80 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East HIDh Sheet Charlottesvill, VA 22902 p 434. 979 .7522 t 434 977 1194 www mckee00rion.com € c. o UROBERT B, MCKEEy LIC. No. 7783 by a o �w y'y \ 'rWStONAL EAG REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS UNCOLN SURVEYORS Z Y Q d W tL W - N U 2 •- Z U Q Q Z > W Q Z C L001 0 5Q O N O Q E U 0) LU Q N U W C7 Z O J REVISIONS 1. 04/28/2008: SITE REVIEW COMMENTS DESIGNED BKT, NBB, EKR CHECKED RBM SCALE 1"=20' DATE 03/24/08 PROJECT 0810 SHEET NUMBER 04 OF 05 _ Landscape Calculations i TREE CANOPY CAILCULATION REQUIRED PROVIDED TOTAL SITE AREA 2.90 AC TREE CANOPY REQUIRED (INDUSTRIAL USE= 10% OF SITE) 0.29 AC 0.94 AC TOTAL PARKING AN ID CIRCULATION AREA 0.96 AC 5-A OF TOTAL PARR(ING AND CIRCULATION AREA 0.05 AC 0.05AC \ `\ GENERAL LANDSCAPE CALCULATIONS STREET TREES REQUIRED (350450') 7 SCREENING TREE'S REQUIRED NIA '. PARKING LOTTREFES REQUIRED (89110) 9 NOTES VALUES FOR THE AREA OF CANOPY PROVIDED WERE TAKEN FROM THE ALBEMARLE TREE CANOPY CALCULATION CHART OR, IN THE ABENCFE OF TREE -SPECIFIC DATA, THE BEST PROFESSIONAL JUDGEMENT OF A LANDSCAPE ARCHITECT II \ \ \ C0V7FRCI1UEOF7I�40k F� 4f /At _ N eU/Ln7a . - - \ \ .__--------------------- ------------- --'---------------- .: „_____________ 670' U.S. ROUTE 250 \ r DECIDUOUS CANOPY TREE (Typ.) I I )RYTREEgVIkj Landscape Plan Notes 1. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. 2. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING. 3. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 4. MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. S. STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LAAND ENGINEER). TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LAAND ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY. B. CONTRACTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. PLANTING IS SUBJECT TO CHANGE AS PER CLIENT REQUEST. S. PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS. OX DECIDUOUS CANOPY TREES (TYR) COMMON NAME DECIDUOUS UNDERSTORY TREES (TYP.) I CALIPE SIZE CANOPY SF TOTAL CANOPY EVERGREEN TREES (TYP.) SHRUBS (TYP.) 452 AR ############ BIO -RETENTION GROUNDCOVER h,R.##B.YJtLL#fit## 2.Y cal. 397 GROUNDCOVER(GRASS) BN Betula More 'Herlae' li - - Master Plant List ..11,11 = rail CODE SCIENTIFIC NAME COMMON NAME OTY. I CALIPE SIZE CANOPY SF TOTAL CANOPY TREES Deciduous Canonry, 80 452 AR Acer rubwm 'October Glory' October Glory Red Ma le 3 2.Y cal. 397 1356 BN Betula More 'Herlae' Heritage River Birch 2 2.5" cal. 129 794 CC Carpinus caroliniana American Hombeem 76 2.5' cal. 371 9804 FA Frexlnus amerlcana'Autumn Purple` American Ash 3 2.5" cel. 80 1113 MG Metase uola alyptostro6oldes -Ostrya Dawn Redwood 2 2.5" cal. 99 120 OP virginfan American Ho hornbeam 2 2.5" cal. 422 198 PA Platanus acedfolia'Slood London Planebw 6 2.5' cal. 1362 2532 PO Placenta; occidentalis 'Howard' Howard Sycamore 2 2.5" cal. 339 2724 as Quercus bicolor Swamp White Oak 2 2.5" cal. 419 678 OC Quercus coccines Scarlet Oak 2 2.5" cal. 419 838 QP Quercus palustris Pin Oak 2 2.S cal. 481 838 OR Quercus rubra Northern Red Oak 2 2.5" cal. 92 962 TD Taxodium dlsOchum Bald Cypress 2 2.5" cal. 42311 184 UP Ulmus arvifolia Lacebark Elm 4 2.5" cal. 16944 Deciduous Understo(B&B) 130 AA Amelanchier arbolea'Autumn Brilliamosl Downy Servicebe 2 8'-10' 124 1260 CF Cornus 9ortde'Cherakee Princess' Flowerin D wood 8 VAW 77 744 CV Chionanthus vl iniws White F"Ing Tree 21 F-10' 177 1154 HV Hamamelis virginiana Witchhazel 1 2 1 8'-10' 1 1154 E n (B&B)16 JV Junl ares vl Inlana Easter Red Cedar '0118 118 160 PS Pinua strobus White Pine 5 8'-8' 590 SHRUBS 3 Gallon T O.0 AA2 Aronia arbutNolle Red Chokebe 33 18.24 in. CA Clethra alnifolia'SUieen candies' Swsal Pepperbush 53 18.24 in. COC Ce halanthus occidentalis Buhonbush 33 18.24 in. CS Comus serices Redtwig Dogwood 71 18.24 in. CS2 Comus sedpe'Fladramea' Yellowilwto Dogwood 71 18.24 in. FG Follhergilla gardenil Dwarf Fathergilla 20 18-24 In. IG Ilex labre'NI ra' Ink Barry 24 18-241n. _ ITV Itea virginicit'lienrYs Garnet' Virginia Swestapire 72 18-24 in. IV Ilex verticillata'RedSprite' Winterbarry 31 1S -241n. IV2 Ilex vewcillata'Jim Dandy' I Jim Dandy Pollinator 2 18-24 in. VA I Viburnum acerifotlum Ma latest Viburnum 12 18.24 in. VC2 Viburnum carlesil Koreans Ice Vlbumum 12 18-24 in. VC3 Viburnum corymbosurn Hi hbush Bluebe 12 18-24 in. VD Vlbumum dentatum VJ Vlbumum x uddii I GROUNDCOVERS 18' O.C. Amowwood Vlbumum Judd Viburnum 12 12 1 18-24 in. 18-24 in. IV3 Iris verelcolor Blue Fla 105 5' JE Juncus effuses'Gold Strike' Soft Rush Sedg, 105 6' PERE U1L SEED MIXES MIX 1 U nd Site Mix ® scale: 1" = 20' contour interval : 2' 0 20 40 80 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East Nleh Street Charlottesville, VA 22902 p: 434. 979. 7522 1: 434 977 1194 w W.mckeecarson.com F $NLTR OF• `r'P O� c4 Y n ROBERTS. Mo1KEE E- U ,r CENTIFlCATE N0.147 y� 9NDSC A4$ i+¢`� REFERENCES: NORTH GROUP PLAN: THOMAS DATED SURVEYORS W U Q Z W Z �r W N (7 REVISIONS 1.04/28/2008: SITE REVIEW COMMENTS DESIGNED MT, N8, ER CHECKED REM SCALE 1"=20' DATE 03/24/08 PROJECT 0810 's'I:I4aLMIRTn37 05 OF 05 SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST, S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-295-5624 CONTACT: AMMY GEORGE, C.L.A. AMMY.GEORGE@TIMMONS. COM TAX MAP PARCEL: TM 059 PARCEL 23B TM 059 PARCEL 2383 ZONING: Cl -COMMERCIAL Ll -LIGHT INDUSTRIAL UVA LONG TERM ACUTE CARE HOSPITAL SOURCE OF BOUNDARY AND TOPOGRAPHY: THOMAS B. LINCOLN LAND SURVEYOR INC. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 (434) 974-1417 DATED: JANUARY 15, 2007 SITE AREA: TM 59 PARCEL 23B 5.02 ACRES TM 59 PARCEL 23B1 3.50 ACRES TOTAL AREA 8.52 ACRES SETBACKS: ADJACENT TO ROUTE 250 RIGHT -OF WAY: 75' MAXIMUM BUILDING HEIGHT: 65' (IF ANY STRUCTURE IS OVER 35', IT SHOULD BE SET BACK AN ADDITIONAL 2' FROM THE ORIGINAL 30' SETBACK LINE FOR EVERY VERTICAL FOOT OVER 35') BUILDING HEIGHT: 54/40' BUILDING AREA: TAX MAP 59 PARCEL 238 EX. NORTHRIDGE OFFICE BUILDING 58,770 SF TAX MAP 59 PARCEL 2381 EX. WAREHOUSE BUILDING 23,100 SF EX. KIRTLEY OFFICE BUILDING 4,300 SF LONG TERM ACUTE CARE HOSPITAL IST FLOOR 16,953 SF 2ND FLOOR 26,321 SF 3RD FLOOR 16,953 SF TOTAL 87,627 SF FLOOR AREA RATIO (F.A.R.): TM 59 PARCEL 23B 0.27 TM 59 PARCEL 2381 0.57 PARKING REQUIRED: I SPACE PER FOUR (4) BEDS 50 BEDS / 4 = 13 SPACES PARKING PROVIDED: LTACH 0 NORTHRIDGE 256 KIRTLEY OFFICE BUILDING 30 WAREHOUSE 20 TOTAL 266* *UVA HEALTH SYSTEMS CURRENTLY IS CURRENTLY HAS A SITE PLAN APPLICATION (PREPARED BY MCKEE CARSON) FOR A PARKING LOT EXPANSION AT THE ADJACENT SIEG PROPERTY (TM. 59-23C1 AND 59-23D). THIS PARKING LOT EXPANSION WILL PROVIDE STAFF PARKING FOR THE LTACH AND NORTHRIDGE BUILDINGS. SOURCE OF TOPOGRAPHY: THOMAS B. LINCOLN LAND SURVEYOR INC. UTILITIES: SEWER; ALBEMARLE COUNTY SERVICE AUTHORITY WATER; ALBEMARLE COUNTY SEWER AUTHORITY PROPERTY IS WITHIN THE JURISDICTIONAL DISTRICT BASE UPON GRAVITY FLOW. EXISTING SEPTIC FIELD WILL BE REMOVED AS PART OF THE PROJECT. FEDERAL AND/OR STATE REGULATIONS SHALL BE FOLLOWED IN THE REMOVAL OR ABANDONMENT. FACILITIES SERVING THE TWO EXISTING BUILDINGS ON TM 59 PARCEL 2381 WILL BE CONNECTED TO THE PUBLIC SEWER. DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED MOORES CREEK WATERSHED THE NORTHERN REGION OF THE SITE IS LOCATED WITHIN IVY CREEK WATER SUPPLY WATERSHED, WHILE THE SOUTHERN REGION IS LOCATED IN MOORES CREEK WATERSHED. DRAINAGE FACILITIES: BIOFILTERS, FILTERRA BOXES AMOUNT OF IMPERVIOUS AREA EXISTING ADDITIONAL PROPOSED TM 59 PARCEL 23B 2.99 ACRES 0.28 ACRES TM 59 PARCEL 2381 1.47 ACRES 0.91 ACRES TOTAL 4.46 ACRES 1.19 ACRES TOTAL IMPERVIOUS AREA AFTER SITE DEVELOPMENT 5.65 ACRES INTERIOR LANDSCAPE REQUIREMENTS: 5% OF PARKING AND VEHICULAR CIRCULATION AREA PARKING AND VEHICULAR CIRCULATION AREA = 170,474 SQUARE FEET 0.05 x 170,474 = 8,524 SQUARE FEET INTERIOR LANDSCAPING REQUIRED 16,350 SQUARE FEET INTERIOR LANDSCAPING COVERAGE PROVIDED THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. APPROXIMATELY 0.46 ACRES OF THE CRITICAL SLOPE AREA WILL BE DISTURBED. THE SLOPES ARE MAN-MADE. A WAIVER WILL BESOUGHT TO ALLOW THE DISTURBANCE CONCURRENT WITH THIS APPLICATION. THERE ARE NO STREAM BUFFERS ON THE SUBJECT PROPERTY. THERE ARE NO 100 -YR, FLOODPLAINS ON THE SUBJECT PROPERTY. THE SITE IS LOCATED WITHIN A RESERVOIR WATERSHED. LIGHTING: EACH OUTDOOR LUMINAIRE WILL BE EQUIPPED WITH A LAMP THAT EMITS 3,000 LUMENS OR MORE SHALL BE A FULL CUT OFF LUMINAIRE. THE SPILL OVER OF THE LUMINAIRES ONTO ADJACENT PROPERTIES OR ROADWAYS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. PRELIMINARY SITE PLAN SAMUEL MILLER DISTRICT ALBEMARLE, VA VICINITY MAP SCALE: 1" = 2,000' OWNERS: KIRTLEY FAMILY HOLDINGS, LLC P.O. BOX 247 IVY, VA 22945 AND UNIVERSITY OF VIRGINIA HEALTH ,SERVICES FOUNDATION 500 RAY C HUNT DRIVE CHARLOTTESVILLE, VA 22!903-2981 DEVELOPER.: UNIVERSITY OF VIRGINIA HEALTH ;SERVICES FOUNDATION C/O UVA FACILITIES PLANNING & CAIPITAL DEVELOPMENT THE BLAKE CENTER, 1S1T FLOOR P.O. BOX 800799) CHARLOTTESVILLE, VA 22!908-0799 TELEPHONE: (434) 924-9321 CONTACT: GARY LO1WE 12/17/07 ,A ize�/b �0 N N p N E p W N E t w isW j 3 V Q W W W M = G J O W m a c N L N s ¢0W"m p K � w LL ? Z= V N L U U) rvv c p S rnN z c' r �DfLU C Ix U U U d 9 222 N z& 000 aaa Q O 4 4 rC �cz0: o y E o00 O Q N N N S o00 In d 5 D � DATE 0 4j fA 12/17/07 DRAWN BY C KOTARSKI • Sheet List Table Sheet A. GEORGE Number Sheet Title C1 COVER SHEET C2 EXISTING CONDITIONS PLAN C3 PRELIMINARY SITE PLAN C4 DRAINAGE SHED ANALYSIS Ll TREE CANOPY ANALYSIS PLAN L2 CONCEPTUAL LANDSCAPE PLAN ,A ize�/b �0 N N p N E p W N E t w isW j 3 V Q W W W M = G J O W m a c N L N s ¢0W"m p K � w LL ? Z= V N L U U) rvv c p S rnN z c' r �DfLU C Ix U U U d 9 222 N z& 000 aaa Q O 4 4 rC �cz0: o y E o00 O Q N N N S o00 In d 5 D � DATE 0 4j fA 12/17/07 DRAWN BY C KOTARSKI • DESIGNED BY • A. GEORGE • CHECKED BY S. SAUNDERS • • SCALE AS NOTED 0 _T Go 0,1H op GRAPHIC SCALE \\ 78.4'•$ \ I I INV T i.. 4\ \ a els m> qpg I I 672. o. 0 VCPHA I I �,� (IN FEET) i LT 1 1���`\: �\ \\ \\ 11nch _30R o�FSq `29" TONAL S64'73'2p060E7-00-OC-01000 i 99.99 �� KNIGHT, COLTER D OR CHRISTINE C S 8 > ZONE: RA z RESIDENCE �,. ' ( ��� i / '�., s ��� �F v\ SINGLE FAMILY my o� E �ron I 1 n.. �i V �y� VST V A 5 w n F C 059-00-00-023GO -0r+ l EXISTING WAREHOUSE �� 1 �' \ -� V A v a CREAN COMMUNITY CHURCH IN CHARLOTTESVILLE " Z I �'�c �' \�T \ t YONG I KIM & SANG H SON TRUSTEES >Dm �'ro{ �� !- ZONE: CO ma i mo V PED SC .{C \\ I WELI.D° ��`d \\ \ \ \Y '� �� CRITICAL POST ����iSLOPES -CRITICAL , u y74 PS� y Z VA%0 LP \ V A\V;V z �Z�' q u \\ I \\\ I pS. /ps' �Li Ifi C/2/Ps 0 H� NsAA V AA 2 4P�S> S vv �ps w CRITCAL 059-00-00-02367 v SLOPES / / Klf{TLEY FAMILY HOLDINGS LLC \_ \ FE ZONE: Ll 88 ip{ @ \ \ \ �v •..�. lq pS I \ i � / ��j� 61 O t Y'/ 1 �s y� V�` O d O O i.' �� �i`(lCv^� h�..r .�'X �X��'j�•. ) >iA'� 7 �'( nt \ \ V � A � Y Y� nye ( .� � K �y�c ✓iY.r,'.h �/,�f,�� �,I1�•'•��'� en � A ---Z x/y/. > nb�`,'F.rt�i'�".x sd✓yyy i .t'a yyr'^/�x°,A.� .� li pp A \ \ p �W l"� �� � � N 3 � � '�t-+:',i `� � �w <x.�'l _., 6V ✓<, ^.%'i �l ,. A,> ,V' S' \ • � A \ S / \ \ pS ti ,z< zv` y (�. / ;.' �t \ V v v A A v o �.�?`' c�'SrK�.P r '��.�rfx^0 +/X..K , � <� r � ..,� � r � � A �;, // � � Sc t n n �,�� �' 5 '� A a k\, - 1�.'F' (,�r,*,,d. d'. ,X•'.�",nS,:�.,� �54'�t /7` V'. A.\� >\ X vv _ y DATE 'px ^ ,�v� �e; �, },:.�^ r /�� .l"'.:;,a,�, ' \V \ Il kt�'" l y"� \ \\ F u'�\A \ \s \ \ \ `gyp i \ 1 y 11/17/07 v, DRAWN l\ �� to \\ 7j \� \S r \ DRAWN BY .a 1 1 �S' -i- VAx✓"Yv� y `2', '2.�..�<.r - A J" �. \ C - V lJ v \ \ T 7 Z C. KOTARSKI v �.. '� - a I r 1. '�'� 1 L v - _ 93 I / \ 630 '`?.488"• DESIGNED BY s5b ti- 14 PS F T ,, y {� 5, - _ � \ i c +t v�:I I 2544'• ,(�„rnw"' yY �ti NI8 gb3 ---- \I I { I kw \ \ 1 II 13 S \ i 49.76'1 A.GEORGE 0 9-00-00-02 0 • IUNOERSITY OF MR( INIA HEALTH S RVICES FOUNDIATION I \ // CRITCA 1 ,I • CHECKED BY ZONE: Cl 1 I p SEMENT SLOPE �` { S. SAUNDERS 14THRIDGE BUIL LNG p� 475, i I \ 4 EXCEP . �3 478 P q v / 1 � 1 1 A y V ` � � I- � SCALE 1' = 30' �\ 73 PS1 L% 'CO ESMT � � \ � � 0 424 r' 4 / I I' \ n g I .B. 469 P. 306, 308 �A7 I � 5 ( •1 1 .5T Y � EXCEPT. F3 05900-00-00-02382 VIRGINIA EXPLORATION INC ZONE: HC HERB BROWN MOTORS 1 \ ROX. / 1 I\ \ ` �� �'i!� I I 13 PS �� \ GL , ' r.. / Q ; ` I \vt v v INV OU ,.. �/ L AT-nI o // { g 1 / 641.56 i \� v - I OF EXI FlELD,� %� // 111 1 ( Y i\ 1 I ;1 v I I 12 PS I \\\ // B P °� s I Tc --- i J i m M m0INV o 0 06 46. F \ - '.'i AS HALT / I 'I 1 I ' �__\_ I - qq z �= V / I oIn .D PA KING ..D / I :1 �1 I 1' I �. i, �A W z \ \ / m N A A N f I - 1 1 3 STORY �u� o v N L) A\ / �---_� I I I I 70 PS BRICK Y` /x\ w d r o _ MEDICAL>k'` /'. ? o I / Q 9 sso \\ \\ \\ \\ T / 2 STORY N TM - / I ix'K1'�• b 11 11 I 70 P ,�o BUILDING ry I ��7 m o S(( U z t BASEME I I S o N \ \ \ ING > / BUILD v / \ \ \ __ �✓ BRICK f 1�\'Yr ` 1 11 \ X,frr m0 W a O Ss ASPHALT PARKING AREA \ I f - c r ~ _ 1 AV A PED`.,�,� �f \ Z� a o \\ 1\ "I z 'GL I Iv v I v 72 Ps �� ! ui o U E \ s Ps \�\ \ PAno Q _ I v I I v I�I // es ov z 3 A\ASPHALT PARKING1AREA I \\ I C \� v ��'�`, `� �.P / kzx> I s� I V �..L• w �� 0 tn D B. 1099 EASEMENT / 30, CS \ \ ~ \\ ' -r ` _ p BLIT 1 LE T /PERMAN�, ¢ ` �1TILITY \ EAS HH,, W I D,,g EA \ \. EIVT i x P. 137, 1 P, 659, \ \ �\�BsO� EXCEPT F5 pLAj EXCEP'A g \ L \ F6 161-7765 166 P 4� W x = I. 36 662 \ — \ - \\ \1 B. 2199 1 0. 7 N 2 7 93? EI rn F a s x 1 J EXCEPT. F4 P. / x r a _ o �L { \ C.R CAL / N\ M GW �i-�_ w NNR _ _ 1 I w SL��_ --1_ . / i \\ \ Y? j \ vz _ �/ �- \ �� \ M YI• - / / / I 6 / I i VEQCOg,�EASEM a= ¢ , GW / �— ! 9� �- S I EX PT FSP 0 o 0 T NSITE DISTANCE = 500' ss �k56.7 TEL /7 - N 5\\8'41 W +�.� / S�`�7L-�-�/—S / WV M i / / % 'm \\ AS` CMP - / �-- SITE DIST E 500' �// - /� MAR �� /3836 I "i-� 30' UTUlFH 'Y EASE --�-� =.E K �N85' B EASEMENT i I I IF EX EP T. 4� O.B. 397 p' 75 LAT., N / < -- 1 ��? BRICK _ �� 39 400 LA M m \ r- ---=- -_'� �'�-�184'0941W'"�-'_�,�� I S S ED / .*ENCH MARK IS SURVEY— IVY RIN NAIL 1ICONTRA4. 6FLASHER. - uROUTE 250 o V%SO .°_ R W FOR GUY�� " AND ANCHOR JOB No. ° 3 D) 2T 488 4' 05900-00-00-OBOCO 24267 FORD, LINDA K TRUSTEE OF THE LINDA K FCOR SHEET NO. a °' q, ZONE: RA 12 RURAL C2 E S Op / I 'PO /0 ONAL r -sdo� i /r �l„ / i uj : i � w r i / _ u\ a DRANdAOP DRAIyA E v� "� K / AREA#1 AREA #�• 6 ; , �� ._.% i �I i-_ - �,�W �\ i �, �\ \ % I ' / / / 1 r a+ ce O O O �� ZZ�v� D INANE v AG / - - - . -- v �' ' �/' ' ,/ M d o o u cczz CL w o 1 \ o 0 \ I ` i h I1 � u _ zF Z3z w a r - i DATE � - -�--- � '- 1 � 1 WAREHOUSE 1 L WAREHOUSE v _ -- DRAWN BY C. KOTARSIQ I i TER QUALITY _-_ DESIGNED BY D AGE AREA 3 A. GEORGE CHECKED BY O 5 SAUND ERS SCALE / -- - - ' - -- -- 1"=100' WATER QUALM DRAlrucAREA z LTACH i I i � � - _ • tAREAJ NAGE NORTHRIDGE I i � r rwRrHwoL� i / ' I ROUTE 250 t I i - _ � ROUTE P60 � 071 S LU V) v DRAAGE,.' /� �' U INW AREA #3 � / Lu a Q I. E w -- E y /60� > v �i W E o Z , r l V.i f OG z PRE �-���ELCSP�D C��1V=S1� �©�F�AIP�AG� AREAS � FAQ ►7-D VEhOfFEC��M-�ITE�R�411�1A�E AREAS � o F� o DRAINAGE AREA INFORMATION PRE DA #1 POST DA #1 PRE DA #2 POST DA #2 AREA 2.56 3.32 4.99 4.23 Tc 9 min. 7 min. 12 min. 10 min. IMP. AREA 1.77 2.73 3.43 3.45 C 0.78 0.83 0.74 0.81 Q2* 8.59 cfs 12.95 cfs 14.40 cfs 14.39 cfs Q10* 11.58 cfs 17.36 cfs 19.57 cfs 19.19 cfs Q100* 16.37 cfs 24.25 cfs 27.69 cfs 27.07 cfs *THIS NUMBER REPRESENTS THE AMOUNT OF RUNOFF WITHOUT ANY STORMWATER MANAGEMENT PRACTICES. THE FINAL SITE PLAN WILL INCORPORATE STORMWATER a MANAGEMENT PRACTICES THAT MEET THE WATER PROTECTION ORDINANCE AND THE24267 REQUIREMENTS OF THE DESIGN STANDARDS MANUAL. IItch-E00n SHEET NO. n TOTAL REMOVAL REQUIRED = 5.76 LBS TOTAL REMOVAL PROVIDED = 6.62 LBS C4 O STORMWATI£R MANAGEMENT WATER QUALITY WATER QUALITY DRAINAGE AREA DRAINAGE AREA Ipre Lpree (post Lpost REMOVAL RATE 7..RR 1 0.60 46.7 j 1.744 76.7 2.74 1.17 42.7% 2 0.78 0.00 = 1.10 85.9 3.94 2.84 72.1% 3 0.94 66.0 3.7:2 92.7 5.10 1.75 34.3% TREATMENT TYPE TREATMENT AREA LBS. OF PHOISPH. GENERATEID % REMOVED LBS. REMOVED DRAINAGE AREAS TREATED STORMFILTER 0.60 2.33 65 1.51 1 BIOFILTER 0.78 3.94 65 2.56 2 STORMFILTER 0.94 5.10 50 2.55 3 a MANAGEMENT PRACTICES THAT MEET THE WATER PROTECTION ORDINANCE AND THE24267 REQUIREMENTS OF THE DESIGN STANDARDS MANUAL. IItch-E00n SHEET NO. n TOTAL REMOVAL REQUIRED = 5.76 LBS TOTAL REMOVAL PROVIDED = 6.62 LBS C4 O z 0 DRAINAGE AREA #1 IVY CREEK WATER SUPPLY WATERSHED a DRAINAGE AREA #2 IVY CREEK WATER SUPPLY WATERSHED j DRAINAGE AREA #3 MOORES CREEK WATERSHED (NO r IMPROVEMENTS PROPOSED WITHIN = THIS WATERSHED) 0 a GRAPHIC SCALE 0 N a w 1w MEMO 308 NO. a MANAGEMENT PRACTICES THAT MEET THE WATER PROTECTION ORDINANCE AND THE24267 REQUIREMENTS OF THE DESIGN STANDARDS MANUAL. IItch-E00n SHEET NO. n TOTAL REMOVAL REQUIRED = 5.76 LBS TOTAL REMOVAL PROVIDED = 6.62 LBS C4 X 0 .FHALT WAREHOUSE �Wn 1 P 059 -00 -DO -023G0 EXISTING WAREHOUSE OREAN COMMUNITY CHURCH IN CHARLOTTESVILLE N ZI '�pu YONG I KIM & SANG H SON TRUSTEES I 'ern I i ZONE: CO rnv -j o i \ PEC' SC tO W N , \\ I WELV POST £ o i 0 4�hS I - �\ U F s� SAA \ 059-00-00-02367 ! / / KIR�TLEY FAMILY HOLDINGS LLC I ZONE: LI 1 � .-� ..�... ..a ,.fit,.. dtb r � I D - r ! II S64-13' !> AW yrven Shrubs T"A' R'FMovAL/RZPL4nFA'FAT _y9�Y II �y'E._ Remosvd PI R"ne Trees ve s X99 99 TREE RZY/a I fine TreesEVZAT 1 Atapia Tree Z Ot or Trwe Lada Trees ZOrnamental Cherry Teves 5 ry E O DArpi¢ced' 29 AWyrnan Trues DApiaced' f9 Akwrgmen Trues w ry E C 6 Ornamental 75ves 2 Campy 75ves = Z 20 Ornanantal Trues w ~ V II � > i / d 1-QCS 3 ouwc� ~ �wEm IIr ^y w Nth. \' 7 C1 O a �� atOi L cc I i{ 9 -CL \ CV4 L� 5 z s 3t z d >< i .. z0 u ul i o i arty Tec '`7 C ,��1/G!,tr '�. X✓ •,i: ' �J/ �(\ iii p t. , � �� �:> *, �' ,� 9 z.(,. .tr �\ 1 i k I ` / ` .>... % mak'" ,/ .. /+ . / � T `` •` =.. \ \ � � ��<�../,�Z �_ nv3 'y pJo pJp .0 ar+ti. ' r/ �� r s•. �. '� ,/,. �: `� �` / / 'f i� / ,� i� ` :xkLl x�. 'kr'�' O N UU r ',.- r Aw,iti' � / �' � /� � �.% /� % � (T., %\ -�.y,k�.Yy`..��r,�,�:�`t:lY/':."•,T:_� � � OO C a iu E O O 0 / , w t.'r�x<[ti YL•. � r•�� Axl•: AY �f,- � / � / \.\ s // � Q NN �`35'�4r i-r\'st\ ,x•%;'.i�' M`a:' G r'•,\/y'•/ / \T /ir'1 ri:.. N d1 ll DATE '\ i` '~A y 11/17107 „x• !` ' `. es' ' �'�'K. Y�k.0"' r` r ' �. .. t � C. - � lI � �"' / / , r7 / • \ ya�?�e . � DRAWN BY . ,c �'JL- r r i • - Il _ t l �� C. KOTARSKI` L - a....: ;93 F 5• 488 P �r / \ DESIGNED 8Y A - 25'44• 49.7641Y • A. GEORGE �.f / `Px�s.. �"' f O�j9-00-00-023 0 I I I i i I. I D� \, • CHECKED BY IUNkRSITY OF VIRGINIA HEALTH SERVICES FOUNDATION I ! I `•.I I Dig ZONE: Cl '� �!! EP SEMENT .•s• • S. SAUNDERS NORTHRIDGE BUIL�ING j \ q EXCEPT. \F3P' 47$• 478 p i • • scAte I III© I I1 ! 3-A i I - - I 1 �5 I �u- — I �1 1"=30• I� \ \ \ _�� 'L—I` wy Nt"'�1 • L - - - I A -� I p I ° ' - ---- o 12 4 =e • L- SMT LJ ° 9 P_ LTA S 1 I' F3 306. 308 PLAT 1'•Z'i _ \ m \\ . II ---- '- _ • < i 'I .ST 05900-00-00-02362 am qao " 3' l l \ (:; � - i •, VIRGINIA EXPLORATION INC.1 ZONE: HC HERB BROWN MOTORS -HV 111 1 INV OU \' '� I I I 641.56 �_ _ /� _ 4-AGAB '^ - I < I A V / m \I : \ 3-► m ,./' 1 1_ ..�- _ ..♦ '�G 3 -AGA 101PSI I - 3 STORY 1 �\ LL 21 W 2 STORY WITH m. SII ' � •\ \ � _ gASEM'=NT A D RICK W 1 3- 060E1 -00 -OC -07000 SrREAT Tax T59 29B TH ti OF t' KNIGHT, COLTER D OR CHRISTINE C pT" Parcel 296/ 90gutrod' 250 LP of Road Frontage = 7 Campy Tsres Tax Jf Parcel RVu r d' IOl !.S of Road Fmntage = !> Canopy Trees 4 o� l X65.511'gYE ZONE: RA Provided' 2 - Existing Oak 75ees (2I %27' Drip Lias I,anzeter) Provided' 6 - Bzisting Oak Trees (15' Drip Line Btameter) •t, 78.4 5 SINGLE FAMILY RESIDENCE 4 Existing Lbgwood 7Yees (6' Drip Line Diameter 5 - Proposed Campy Trees E RGE > INV `4 2 - -existing Crape dlyn s (6' Drip Lina Diameter) a t. 0 53 -DU 111612.53 / 5 Propwmd Campy ]Yves PAREDRC LOT DR7zn �— ^.yl wd Required' 256 Spaces - 26 Campy Trees ✓" NTER ( // y , DATZRDOR phWAC LOT: Required!O Spaces = 1 Campy Treas 120 LF of Ptrrting Adz. to Street - 24 Ahvrgnren Shrubs io vvided' .ZI Existing Campy Trees \ 60 LF of Par*sng Adj to Stmt = 16 Atvrgrven Shrubs 2 Campy kms '4pE ARS\ \ Provided• 9 Campy 7Yses 49 AWyrven Shrubs ff % � X 5 Existing Esvrgreen Shrubs to Amain II S64-13' !> AW yrven Shrubs T"A' R'FMovAL/RZPL4nFA'FAT _y9�Y II �y'E._ Remosvd PI R"ne Trees ve s X99 99 TREE RZY/a I fine TreesEVZAT 1 Atapia Tree Z Ot or Trwe Lada Trees ZOrnamental Cherry Teves 5 ry E O DArpi¢ced' 29 AWyrnan Trues DApiaced' f9 Akwrgmen Trues w ry E C 6 Ornamental 75ves 2 Campy 75ves = Z 20 Ornanantal Trues w ~ V II � > i / d 1-QCS 3 ouwc� ~ �wEm IIr ^y w Nth. \' 7 C1 O a �� atOi L cc I i{ 9 -CL \ CV4 L� 5 z s 3t z d >< i .. z0 u ul i o i arty Tec '`7 C ,��1/G!,tr '�. X✓ •,i: ' �J/ �(\ iii p t. , � �� �:> *, �' ,� 9 z.(,. .tr �\ 1 i k I ` / ` .>... % mak'" ,/ .. /+ . / � T `` •` =.. \ \ � � ��<�../,�Z �_ nv3 'y pJo pJp .0 ar+ti. ' r/ �� r s•. �. '� ,/,. �: `� �` / / 'f i� / ,� i� ` :xkLl x�. 'kr'�' O N UU r ',.- r Aw,iti' � / �' � /� � �.% /� % � (T., %\ -�.y,k�.Yy`..��r,�,�:�`t:lY/':."•,T:_� � � OO C a iu E O O 0 / , w t.'r�x<[ti YL•. � r•�� Axl•: AY �f,- � / � / \.\ s // � Q NN �`35'�4r i-r\'st\ ,x•%;'.i�' M`a:' G r'•,\/y'•/ / \T /ir'1 ri:.. N d1 ll DATE '\ i` '~A y 11/17107 „x• !` ' `. es' ' �'�'K. Y�k.0"' r` r ' �. .. t � C. - � lI � �"' / / , r7 / • \ ya�?�e . � DRAWN BY . ,c �'JL- r r i • - Il _ t l �� C. KOTARSKI` L - a....: ;93 F 5• 488 P �r / \ DESIGNED 8Y A - 25'44• 49.7641Y • A. GEORGE �.f / `Px�s.. �"' f O�j9-00-00-023 0 I I I i i I. I D� \, • CHECKED BY IUNkRSITY OF VIRGINIA HEALTH SERVICES FOUNDATION I ! I `•.I I Dig ZONE: Cl '� �!! EP SEMENT .•s• • S. SAUNDERS NORTHRIDGE BUIL�ING j \ q EXCEPT. \F3P' 47$• 478 p i • • scAte I III© I I1 ! 3-A i I - - I 1 �5 I �u- — I �1 1"=30• I� \ \ \ _�� 'L—I` wy Nt"'�1 • L - - - I A -� I p I ° ' - ---- o 12 4 =e • L- SMT LJ ° 9 P_ LTA S 1 I' F3 306. 308 PLAT 1'•Z'i _ \ m \\ . II ---- '- _ • < i 'I .ST 05900-00-00-02362 am qao " 3' l l \ (:; � - i •, VIRGINIA EXPLORATION INC.1 ZONE: HC HERB BROWN MOTORS -HV 111 1 INV OU \' '� I I I 641.56 �_ _ /� _ 4-AGAB '^ - I < I A V / m \I : \ 3-► m ,./' 1 1_ ..�- _ ..♦ '�G 3 -AGA 101PSI I - 3 STORY 1 �\ LL 21 W 2 STORY WITH m. SII ' � •\ \ � _ gASEM'=NT A D RICK W 1 3- H �— ^.yl N ✓" NTER -•, '\, \ SITE DISTANCE = 500 TELA 06T A5' CMP < - - _ SITE ! GRAPHIC SCALE i 30 0 16 30 W n0 (IN FEET) I inch -30R MEDICAL ° - / i C C• i pL� �P ,�, I ' BUILDING I Kif..k° rh _ m0 w v W a / �' t SES C EE�CAR N CAP NORTHRIDGE x�kx 0 CD =o W i x `----�UN;EOQMORE D A CU G z A_;PHA!..T f Ai'KiC\` Cr a r ti S W \, AT N < .J ' ui I h�11Y I i PJ > a w W o °°sao a _ rH, Rn ' N - y I zLjU d Z o N 5 43'14"E O M 0 7.98' I V ° wv ' — — — w vE cgs IN -! -�-- W� ' p qp 30 EME O m 4 9 �S_ it - r - CV ,<F _ EXCEpr F5P' 5;8'41 -� S �_ - i / WV W I WM i t x • _ _ m DIST ! BENCH ,Z2_. I S ' F—.—H_ 30' i ` t MARK N85 3g -"µT - _ < S UrI1dgYY EASEMENT W D.B. a31 WV _ / o ENCEPT. F43-'PJ?.� D.B. 392 P r-) 1I Y �-- '. gCL IMN.. „ 399' 400 /Pi q. '\ N .5 -" ENCH MARK IS SURVEY CONTROL E"� IVY READ POINT T- - - } 1 NAIL WITH FLASHER. ELEVATGNI'643.12 ROUTE 2510 STUB qR W FOR JOB NO. ° D.B. 288 D P N48,9 R EXCEPT. F3 24267 05900-00-00-08000 FORD, LINDA K TRUSTEE OF THE LINDA K F(OR SHEET NO. o ZONE: RA L2 „ RURAL! €