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Home My WebLink AboutSDP200700129 Plan - Approved 2008-03-31P NTOPS MARTHA JEFFERSON MEDICAL OFFICE CENTER MAJOR SITE PLAN AMENDMENT FOR BUILDING 111 GENERAL NOTES 1. DATUM: VERTICAL DATUM IS BASED ON CONTROL POINT AND BENCHMARK IRON PIN NOTED AS "A-8" ELEVATION 576.93' ON SITE PLAN BY: GLOECKNER ENGINEERING SURVEYING WESTMINSTER CANTERBURY PROJECT 2510867 JOB NO. 9701800 97018ST3.DWG 2. TOPOGRAPHIC INFORMATION FROM GLOECKNER ENGINEERING/SURVEYING, INC. CHARLOTTESVILLE, VA DATED 12/11/97. 3. BOUNDARY INFORMATION SHOWN IS BASED ON SURVEY RECORDED IN D.B. 1502 PG. 506. 4. LAND USE: PLANNED RESIDENTIAL DEVELOPMENT 5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. 7. BENCHMARK: IRON PIN IN PARKING LOT CURB. ELEV. 576.93 8. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF (1/2) FOOT CANDLE. 9. ALL MEDICAL OFFICE BUILDINGS WILL BE ADA HANDICAPPED ACCESSIBLE. 10. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. to -Te ark; mwfam • SITE DATA OWNER: MEDICAL ENTERPRISES GROUP ASSOCIATES LLC 490 PANTOPS MOUNTAIN PL SUITE 100 CHARLOTTESVILLE, VA 22911 DEVELOPER: MC CAPITAL, LLC ONE BOAR'S HEAD POINTE CHARLOTTESVILLE, VA 22903 LEASEHOLDER: MARTHA JEFFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 ZONING: PRD (PROPERTY IS SUBJECT TO ZMA-99-09) EC, ENTRANCE CORRIDOR OVERLAY DISTRICT TAX MAP / PARCEL: 78/55A MAGISTERIAL DISTRICT: RIVANNA SETBACKS: BUILDING: FRONT 30', REAR 50' PARKING: FRONT 10', REAR 30' (20' FROM PARCEL 55A6) MAX NO. EMPLOYEES: PHASE I - 25, PHASE II & III - 75 PARKING: REQ'D. PROVIDED BUILDING #1 (EXISTING) 60 (12000 SF (NET), 1 SPACE/200 SF) 70 BUILDING #2 (EXISTING) 129 (25702 SF (NET), 1 SPACE/200 SF) 130 PHASE II) BUILDING #3 72 (14,400 SF (NET), 1 SPACE/200 SF) 77 (PHASE III) TOTAL 261 TOTAL: 277 (INCLUDING 14 HANDICAP) LOADING SPACES: REQ'D. PROVIDED BUILDING #1 (EXISTING) 1 1 BUILDING #2 (EXISTING) 3 3 BUILDING #3 1 3 TOTAL IMPERVIOUS AREA: 3.85 AC 50.3% OPEN SPACE: 3.80 AC 49.7% TOTAL AREA: 7.65 AC 100% MAXIMUM HEIGHT OF STRUCTURES: 45.5' (MAX. BUILDING ELEVATION=580') MAXIMUM GROSS SQUARE FOOTAGE OF STRUCTURES: BUILDING #1 (EXISTING) 15,000 SF BUILDING #2 (EXISTING) 32,128 SF BUILDING #3 18,000 SF TOTAL SF 65,128 SF WAIVERS PREVIOUSLY GRANTED 1. CRITICAL SLOPES 2. PARALLEL LOADING SPACES 3. DISTURBANCE WITHIN THE 20' BUFFER Revision Index ?"v" A96 & U • 0f Rev. Dam of Revision all chmagm hdad Sheets Revised 1 10/29/07 Buillding footprint size increased from 7,500 mf to 9,000 sf. 1,2 ENGINEERING DEPARTMENT Added addsfionel storm at[metnrm and ywd gams in pwking lot and around budding. 1,2 ALjEM; RLE COUNTY Added 2 additional hmxbcWped Vwking Wam. 1,2 2 12/17/07 Modified water and sewer utilities 2,3 Modified cover pap notes per county comments 1 FIRE RESCUE BLOW OFF VALVE 1110 REDUCER �-04 FIRE HYDRANT & VALVE +-►�- ALBEMARLE COUNTY, VIRGINIA SEPTEMBER, 2007 \J �P Q� SI TE 1�1 G PRL �` GN ALBEMARLE O O o V J� U. S. ROUTE 64 O VICINITY MAP NOT TO SCALE SCALE 1 to = 60' EXISTING LEGEND ELEVATIONS TOP OF BANK SWALE / DITCH TOE OF SLOPE EDGE OF WATER WOODLINE PROPOSED TC 10.68 12.6 �� TREE SOIL BORING BENCHMARK EDGE OF PAVEMENT CURB AND/OR GUTTER Al2 DRAINAGE AREA Al2 1.45 AREA IN ACRES 1.45 0.30RUNOFF COEFFICIENT 0.70 SIDEWALK COMPACT PARKING CP HANDICAPPED PARKING UTILITIES RCP ?"v" A96 & U • 0f a I d6 STORM DRAIN PIPE PLANNING DEPARTMENT 441bl* Q- _ CATCH BASIN ALBEMARLE COUNTY ENGINEERING DEPARTMENT DROP INLET �g�• i ALjEM; RLE COUNTY STORM MANHOLE W ALBEMARLE OUNTY W WATER MAIN A11•3Lo-off BEMARLE COUNTY FIRE RESCUE BLOW OFF VALVE 1110 REDUCER �-04 FIRE HYDRANT & VALVE +-►�- SAN SAN SANITARY SEWER • SAN SEWER MANHOLE 0 ♦- SAN SEWER CLEANOUT -� SFM 0 0 SFM zLLj SAN SEWER FORCE MAIN a SHEET INDEX NO. DESCRIPTION 1. COVER SHEET 2. SITE PLAN 3. DRAINAGE AREAS AND PROFILES THIS MINOR SITE PLAN AMENDMENT IS FOR: 1. REVISION TO THE FOOTPRINT OF THE BUILDING FROM 7,500 SF TO 9,000 SF. 2. REVISIONS TO THE GRADING OF THE PROPOSED PARKING LOT. 3. REVISIONS TO THE STORM SEWER FOR THE PHASE III SITE PLAN. NOTE: 1. NO CHANGES ARE PROPOSED TO THE APPROVED LANDSCAPING AND LIGHTING PLAN. 2. NO CHANGES ARE PROPOSED TO THE APPROVED STORMWATER MANAGEMENT PLAN. IT WAS DESIGNED AND BUILT TO ACCOMMODATE THIS ADDITIONAL BUILDING AND PARKING LOT. APPROVED ?"v" A96 & U • 0f a I d6 ALBEMARLE OUNTY PLANNING DEPARTMENT 441bl* Q- _ -1- ]_I.- OG ALBEMARLE COUNTY ENGINEERING DEPARTMENT �g�• i ALjEM; RLE COUNTY BUILDING CODES -L ALBEMARLE OUNTY SERVICE AUTHO ITY A11•3Lo-off BEMARLE COUNTY FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION otP; No. 35791 rZ/17/J7 SONAL Jlk- z iz CO U (A z o z O 00U �H a \/1 oi>uc w IY W 99 H a -N Q L9 � J M 1� M C� cv M 0 0 d• zLLj a a c v O ° N z LL W °' o C6 `z _jR LLJ W O ) W �z W C =z Z vw �--r F- V) va z O W W `0 ° 0 O L9 � O v, o� 5 3 N N �0 0 10 U Lu W � :) °3 x O �0 U V,a a I z x � °� � W ul W L E° W c °; 94 I~ Q 0 at z c En EnLLJw 2 Z z N Z F-1 - 0 Z.0 UJ V r^ V, z 7 W z J � 0 c 0 O w w !1J ° 0 W Co F� a ♦�� v+ o c W U a� 0 o M �0 U O x :, W � U 0:3 c z0° uu v bc� w j E 0 a w E 0 (A '0- )OB NO. c 072004 y � 0 N ) v N SCALE v AS NOTED ° U_ c� 2> SHEET NO. a 0 0 1 `o 0 w 0 � E- r 3 WES TVINS T N TERB UR Y OF\---Tqt- BLUE RID G�E -Ju t_ - D. B. 1594 PG.-_ 087 -- ------ -CtL 5-5 -A-6 78- PAR EL. 576.9J; Z )NE P�RO _S26*,36,3a"E-- -10-07.80, ■ two - 326 36 ___ - ___ � - �;R ",C - -1 t_�n 7 1:�i 80') 7P;OPER ------ ■ 570-------- TY' -L/NE --------z--Z'�-7RAC7T0R TO MA TCH. wd i UC71N__PR0P0SEU I— — W -2 'RETA1N1Na,5WA EXIS77NG W411 ALL TO 'E -WALL -8 VS 7704a ---- ---- _77 7& -01-38- DRAINAGE...... L=1.73 92' SrRUC-rURE* .... 552 S..5,9.9% C THROA T 4" ADS ROOF Accessible ...... ...... Von 15" HOPE P CON IRA C TOR To VERIFY IPE. w .... . . . . . 7EAC-01716. " .0. JN:Sys ........ ME IN C WA*10 fhlff A*Y) 5W.-24 -RE W94 I r. 11 ELEV 54&,44. 549. 74 7V* .4 Z -- DI 18 D S ;_ V. UC C ... .... .... rqn ...... ... as 9 16, 7HROA 5W 50.. 1 . - 1 .1 , f 12ilf . TQP=5 .4 �,�=50.25 5" �.50% 8' ADji ROOF DRAW 1,00 FFrF-i7= SWIS I 4J-5" HDi;:)f_P1PE n FWFAW7 WTH _"��'�HANDICAP__RARXWG 9ONC-1 P- t 552 1_041 LI -1 ---v _06 4C 55T. 2, w SECOND FLOOR v1 �57 00 1-11, _\ 542 8- ADS R PR6P OSED RE rA PHASE• OOFJ DRAIN S-YVEM INTO Ile 04LL- SEE STORM S 7RUrMRE__ 540 7W-546 --- ARCHITECTURAL HEIGHT -42' (FF TO ROOF RIDGE) `,�- T 4 /PLANS F*- DET�XSr DI -1 DRAINAGE/ S mu��t;I�E� 801 A0.004 Top=M5. EL. + 537.00' FIRST FLOOR NYLOPLAST TW=546"O" &D DRAIN Hondicap Sign •OF S7R.= 536.80 & Post (T)p.) 46.7 aw- x /W I I FOO 7PRIN T AREA 9, 000 SF COR VEN D. FL YNN D. 51 % C. 0. (p 0001- 5 C. 0. 1, 6N 'DAIIN. RE 4 15 DPE PIPE NN 8' ADS ROOF DRANK &KATIE H. FLY D. 13.. . . . . . 779 PC. 274 no 'TC, X60 ElPWZ4 H.4 CR� D. B.vu up �N - 11nA 11,38 PG, 469(PLA T) LOA6�v�,___ t28.00 TAII 7,9 0A01-1-1 E_ nJAI r. TYPD PHA SE // CURB AND GUTTER SLOPE VARIES BIT. PAVE. SURF. CRSE. AGGREGATE SUBBASE CRSE. GRADED & THOROUGHLY COMPACTED SUBGRADE (D PAVEMENT LOCATION SM -9.5A 21-A PARKING LOT 2" 8" i i i=iii=iii= V. -Ti-iTi- iii=iii-v �_i;_iii-�i� , BIT. PAVE. SURF. CRSE. AGGREGATE SUBBASE CRSE. GRADED & THOROUGHLY COMPACTED SUBGRADE SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. TZP,1614L P4)ffzw6,SUCTION (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) " 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 00p L TER )fiA CILI 530- -5 28 —528 EXI. BIORE loom NOM• CONTRACTOR TO FIELD VERIFY -IN PaN7S FOR U77LI77Es■ ALL 77E j t, -4 26'�." ------ -- 5 CURBING, AND PAVEMENT—_ x Z ------ -52' .46'04 267.,32) ----- --- J9 4; OfsERTY LINE 50- 2 staoute nON 524 4a112 Ir SW z 81 W —T - TT R. COLUNSZ No. 35791 12lo /7v, Arlo) 'L"' 10 IVA L L9 z tn z 524 _ Z- 5 524 4. 9 --_(N33*54'10"W 59,76) 42.0 —GRAPHIC -SCALE 2 0 10 20 40 80 --(-IN -FEET- I inch = 20 ft. -- 01 C"4 0 z aL LLI 0 0 cV z (`4 ae LLI 06 > > C z = Fe 0 uj Ld VQ O z �, 0(.) Z a La V) >D 0 0 (_) Z 0 � F__4 F_ F__4 g�°X-C 11:L0 0 F_ 0 Z 0 UjF- 0 L LCx d x Z 0 4) C: -C >1 - uj 0 E 0 C < con wz w con z 3 C 0 z.0 L,J V:3 ) z C 6 O C) V-4 0 V* 0-,, uj 6C 0 :2 -0 0 0 C_ 0 00 0 NL C 0 z Lu 0 b Lu rol E 0 Lu E 0- U) JOB NO. 072004 0 SCALE 1 =20' c0 w - C: SHEET NO. a ami 0 0 U) 2 0 (D PAVEMENT LOCATION SM -9.5A 21-A PARKING LOT 2" 8" SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. TZP,1614L P4)ffzw6,SUCTION (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) " 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 00p L TER )fiA CILI 530- -5 28 —528 EXI. BIORE loom NOM• CONTRACTOR TO FIELD VERIFY -IN PaN7S FOR U77LI77Es■ ALL 77E j t, -4 26'�." ------ -- 5 CURBING, AND PAVEMENT—_ x Z ------ -52' .46'04 267.,32) ----- --- J9 4; OfsERTY LINE 50- 2 staoute nON 524 4a112 Ir SW z 81 W —T - TT R. COLUNSZ No. 35791 12lo /7v, Arlo) 'L"' 10 IVA L L9 z tn z 524 _ Z- 5 524 4. 9 --_(N33*54'10"W 59,76) 42.0 —GRAPHIC -SCALE 2 0 10 20 40 80 --(-IN -FEET- I inch = 20 ft. -- 01 C"4 0 z aL LLI 0 0 cV z (`4 ae LLI 06 > > C z = Fe 0 uj Ld VQ O z �, 0(.) Z a La V) >D 0 0 (_) Z 0 � F__4 F_ F__4 g�°X-C 11:L0 0 F_ 0 Z 0 UjF- 0 L LCx d x Z 0 4) C: -C >1 - uj 0 E 0 C < con wz w con z 3 C 0 z.0 L,J V:3 ) z C 6 O C) V-4 0 V* 0-,, uj 6C 0 :2 -0 0 0 C_ 0 00 0 NL C 0 z Lu 0 b Lu rol E 0 Lu E 0- U) JOB NO. 072004 0 SCALE 1 =20' c0 w - C: SHEET NO. a ami 0 0 U) 2 0