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HomeMy WebLinkAboutSDP199600039 Plan - Approved Minor Amendment 2004-08-19GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START' OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTUIRES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN. 20, 1983, AMENDED JULY 1, 1989. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY;. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 800 552 7001) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF' COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE;. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENAhVCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORdTY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT—OF—WAY AND AN ACCESS EASEMENT, IN WHICH CASE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. 8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEIWER CULVERTS OR 5" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA—CEL PIPE INSULATIONIN 3`X4' SHEETS AS 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. 9. TOUCH READ METER ARE BEING USED BY ALBEMARLE COUNTY SER\ACE AUTHORITY. TO ACCOMODATE THESE METERS, METER LIDS WILL REQIUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAP'S OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING TIHE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPUTIENANCES. THIS CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 12. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE 'LINE. C"' H 1 F L . T T E �` 03" k `V1 I L L E � ep(d g Jl9 /oy �G� ✓� r,6gt4,ve Elam MaY a, I�1 °I� /I Hnc Pro 4.ynG TABLE OF CONTENTS COVER SHEET SITE PLAN SITE PLA & WALL DETAILS WALL DETAILS CONTINUED PROJECT NAME CLIENT: DESCRIPTION: PRESENT USE: TOPOGRAPHIC SURVEY: BENCHMARK: o DATE OCTOBER 16, 1995 SHEET 5 WATERLINE EXTENSION SHEET 6 EROSION CONTROL PLAN SKEET 7 _ANDSCAPE PLAN APPROVAL SIGNATURE PANEL ALBEMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF ENGINEERING __. —_____—____ _PROJECT' 'DATA PLANNING AND COMMUNITY DEVELOPMENT ------------------ DEPARTMENT - ____— —_—___DEPARTMENT OF ZONING BLUE RIDGE HEALTH AL:1,1-1ANCE FIRE OFFICER AND GRAND PIANO PARKING LOT EXPANSION ---__--__.--.---_---_ -------------------- PHILLIP RYDER VIRGINIA DEPARTMENT OF HEALTH —_. --_—_— FLOOR FASHIONS OF VIRGINIA, INC. VIRGINIA DEPARTMENT OF TRANSPORTATION ------------------ TAX —_----___—_ —__TAX MAP 45, PARCEL 104A, LOTS l & 2 COMMERCIAL By Gloeckner, Smith & Coleman, Inc. Charlottesville, Virginia ARBITRARY DATUM: FINISHED FLOOR ELEVATION = 482.50 (FLOOR FASHIONS) 1. Contractor shall notify Miss Utility (1-800-552-7001) prior to any construction activity. 2. Contractor shall verify location of all boundaries, buildings vegetation and other pertinent site elements. 3. Contractor shall be responsible for restoration of the site to include but not necessarily be limited to: existing stairs;,' walls, walkways, driveways, extra steps, fences within the limits of construction. 4. Existing medium and large shade trees shall remain unless otherwise noted. Contractor shall protect trees from damage during ;construction. 5. Existing small trees and shrubs shall remain, be..'} -transplanted or replaced unless otherwise noted. 6. Contractor shall replace any trees or shrubs that die as a result of construction activities. 7. Contractor shall provide VDOT CG -2 new curb around all planter islands. 8. Contractor shall be responsible for maintaining all vehicle and pedestrian access to commercial establishments during construction' and restore vehicular access as soon as construction methods allow. 9. Contractor shall protect and maintain existing utility services. The contractor shall notify landowners prior to the interruption. of .ahy services. The contractor shall be responsible for the work: and costs necessary to repair any damaged utilities. 10. The contractor will be responsible for the relocation and adjustment of existing utilities. 11. The contractor will be responsible for coordinating with the electric or telephone companies to relocate utility poles and guy wires. 12. The Contractor shall maintain the level of stonein locations where pavement restoration is to occur. When the stone is noticed to be low; it shall be immediately replenished and compacted.. DATE DATE DATE DATE DATE _ DATE DATE ID/ --\RK SCHEDULE Blue Ridge Health Alliance Building Use: Office Total Net Office Square Footage: 1960ONet Square Feet Parking Spaces Required Per Section 4.12.6.6.1.4: 1 per 200 SF (Net) Total Parking Spaces Required: 98Spaces Total Parking Spaces Provided: 3 V1, . c— , 4 3 G ? Spaces Grand Piano'Building Use: Furniture Sales Total Furniture Sales Square Footage: 27400 Square Feet Parking Spaces Required Per Section 4.12.6.6.2: 1 per 400 SF Total harking Spaces Required: 69 Spaces Use: Warehouse Total Warehouse Employees: £�.rnployees Parking Spaces Required Per Section 4.12.6.6.1.b: 1 per 2 Employees Total Parking Spaies Required: 4 Spaces Total Parking Spaces Required: 73 Spaces Total Parking Spaces Provided: 73 Spaces �. _.. Y, i 9 g a�1 95-097-00 DIRG. NAME COVER.DWG \e, , 1° SHEET 1 0f 7 1t a�1 95-097-00 DIRG. NAME COVER.DWG \e, , 1° SHEET 1 0f 7 RIO HILL S.C. ALBEMARLE SQ. L X14 4L FASHION SQUARE MALL REVISIONS MARCH 27, 1996 WOODBROOK APRIL 18, 1996 MAY 2, 1996 VICINITY MAP DATE FEBRUARY 29, 1996 JAVOR-WOODBROOK LAND TRUST ZONED PD-SCL❑T 11 JAVOR-WOODBROOK LAND TRUST ZONED PD -SC v RONALD W, OR NANCY R, HARVEY _,&TOARJ F. CARWILE ET AL, TRUSTEES TM45C U TYPE 1 PLANT (TYP. OF 4) DB605 49 PARCEL 02-3 STUART F. CARWILE ET AL. TRUSTEES TM45C SECTION 02 J <EDB674 Po14 PP DB648 P175 PARCEL 4 PQ p TYPE 3 P NT (TYP W 10) ZONED R-2 TYPE 2 PLANT (TYP, OF 23) LF TM45C SECTION 01 NEW RETAINING WALL S37D54'51"E 422,58' cD w LOT B11 LOT 10 + 483.7 _ _`_ U) v) R 30.00 I.F. EL C P D ° }--- - —~ `" _� _-__� _ LF.WALTER C, OR HELEN A, MACKEY 483.2 _` - - -� _. _ DB655 P65 1 - � �R - 30. - "tea . ` ' ;. ��` e �_ZONED R-2 45 4 4. _,. _ - -, 483, . _. " _. __ ���TM45C S >.� 1`R E C T I O N 01 /VvL❑T B10 6 W. ._/mmm..- -- - -... i RELOCATE EXISTING FIRE HYDRANT Ld !� i Cn` rC 1p NEW RETAINING WALL LRT __ b�.2 p, C/ 1.,` ... " P 8)1 � d m , / l ___ ©P � 00 c� LOT 9 NEW 6" WL FROM EXTG, WV TO RELOCATED FH •,> 3 IrJ �, BARBARA B, LOWS BLUE RIrn CE HEALTH ALLIANCE °�� .6 'a � �•��' ~'.,'� .; � �'' 7,6) D B 7 7 4 P 6 4 0 • I ' - _� /. ,. ,. X ZONED R-2 3 7.00' l� TWO STOREY I I 24. ' 24.00 t 24.00A ~* `"` 8 TM45C SECTION 01 • '`. GROSS AREA 26,600SF 2SP. EAI ! \ �, ,�� K ,� A f LOT B9 HEIGHT NOT TO EXCEED 35,00` / 3 Al NEW CG -2 o FULLY SPRINKLED 72.9 + P ACC SP. • a RELOCATED FIRE O • ° FF ELEVI 482 50 �i o \ // HYDRANT Cp x� f DI-- , TYPE III REMOV IE1XISTING . � ` \� �� cu� Z EXTG TOP 4/3,10/NEW TOP 472,7_5,-----,_DI-3\ `! r V-,-4(67 46 SP. I TOP Acc. > • 1 1 �SP. 9'E 6SP, @ 9'cA. 1�,, \ �'ti v� z 446.4 \ �~ 4 CP 20 WV (� W.L.'�` CA `\ o a c� DI SSM D (U D A a, "`"! X15 R 00' ELEC. XFRMR, y. to Ott- RD ° ` � NV. 474.86`x_ RD EA SME � 1 'SP, SAND❑ 1VD NG EASEMENT � .S. a � -- � 482,17 QWM -} 482.2 R�_DRAr�Arr EAS L�1 A,C, A, , NEW PARKING EAS NtENT R GR D �PIAt•O >_a S �2 L (j Ria 4 I EN( 1 i, S, A, E SEM NT `� \ \ 1 `, '� o 480 5 4 3 P. 2 20' EA. � 2 SP e 2a' { r AI�pG SAS M 8SP. 9'EA, , 2 I� ` t3. ACCESS EASEMACCESS EASEMENT 1, q�?o I a I ' - �q • JP.. bi b ' - t i ---``of REPLACE DI- B H 1)1-n/ �391)28'46"E 332.38' NEW D' 1-7, TrPE III /ABONDONED PARKING EASEMEN z TOP 468.7 �° u DI -7, TYPE- I Taem1471•so TOPrINV. 466.31 IN IN 4 < QUT 2,14621INV 4 --- , ACCESS EASEMENT ' , NEW CCEss EASEMENT _.A W I R A �1� 6. ` + V S5 GV `= 21SF@ @ 'EA. ' 1 473,6 Zcr+ I.S. 5 LOADING S G a I ,I�` ES -1 p o CLQ INV., T 450,70 475.5 -� \ RD + 482,2 RD RD I RD u \ > r` O WV Q <[ R 9 4 .4 MH ? ''T�O� 482,10 " ® 2 ~`� INS/, 75,79 vi ud rat `� z E 15 0 ` o 482.2 i uJ f? V1 �.CT 2 r ACC, SP. y a8\2482,17 ,2482.17 Q ° \ ` GRAND PIANO > 4 fy CC, "p-', a� o ° l 1 FRONT AREA+ ONE STOREY BL:DG,; REAR AREAS TWO STOREY BLDG, N35D26'21'•W • � I,S. , GROSS AREA 38,000SF ° LS. 08,60' a? S� �P� HEIGHT NOT TO EXCEED 35,00)' N39D12'03`W 319.64' FULLY SPRINKLED im FF ELEV1 479.00 •,�J,,,..-- _ r_ � GREEN GARDENS OF VIRGINIA, INC, Al DB697 P788 482.9 + 4 ko R Lo ZONED C-1 4 TM45 PARCEL104 'Y ° ° \ 83.18 1.00' _ c_ s. N39D28'46`W 317.60' `` � • t� Asa � �-„ ;996 6 P GREEN GARDENS OF VIRGINIA, INC, DWG. NAM E SHT2REV.DW(3 SHEET 2 0 F 7 LOT 8 CHARLES E. OR NOREENE YANCY REVISIONS DB718 P739 K IS ZONED R-2 7'-Y' APRIL 18, 1996 N I TM45C SECTION 01 EL. 455.5 EL. 455.5 LOT B8 127 EL*454,5� 1 TYrHICAL "�ECT101\� NOTE: EXISTING DETENTION POND %1#VDOT 4 1 STONE HAS ADEQUATE STORAGE CAPACITY. WEIR OVERFLOW DETAIL WEIR WILL BE WIDENED 3' N.T.S. LOT 7 4!11 CAP U NITSEE WEIR DETA KATHERINE WILLSON ABOVE DB 470 P456 4! + 455.5 ZONED R-2 TM45C SECTION 01 Spm LOT B7 Q� r ES -1 & E I TYPE A RIP -RAP u + 455.5 cp INV. OUT 446. LOT 6 8 DRIFICF BILLY A. AND INV. ,IN 449,40/ JUNEC. BELCHER STANDARD UNIT DB 517 P137 + 455.5 ZONED R-2 + '455.5TM45C SECTION 01 LOT B6 + 455.5 8 133,64' I.F. N39D12-'03'W 319.64' Qe F1 SITE PLAN SCALE 1"=20' UNIT FACE I Lu C) Ld THE 48" GREEN CHAIN-LINK FENCE WILL Z REPLACE THE SPLIT FACE BLOCK WALL _j SCALE: NONE AND THE MODIFIED CG -2 WILL BE 9HIGH ABOVE THE PAVEMENT FOR ADDED PEDESTRIAN z v 4!' TO 67 TOPSOIL AND VEHICLE SAFETY. U) cn MIN. LOW PERMEABLE SOIL co SEE PAVEMENT DETAIL SHEET 3 ST'D 4!' CAPS CG -2 MODIFIED TO 8" EXPOSED HEIGHT PLANTER ULE UNIT CORE FILL R E M E T ELj (w/in Unit only) K .\f`STu'k'E WALL REIK 'Fu"' WALL NO. OF LAYER HEIGHT ABOVE LEVELING PAD/ REINF. MATERIAL WALL DESGN KEYSTONE GRID LAYER NUMBER KEYSTONE GRID LENGTH r STANDARD UNIT LETTEr\HGHT. LAYERS LENGTH 1 2 3 4 5 6 7 8 9 10 ill 12 13 14 15 0 - VARIES -.- 12' 12' 12' 12' 12' 12' 12' 12' 12' 12.5' 15' 17.5' 19, Wm 36 0. 67' 2) 3.33' 4.67' 6,00' 7.34' 8.67' 10.67' 12.67' 14.67' 17.34' 20.67' 22.67' A z 24'-6" EMBEDMT = 2'-U' MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T qIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-71 MIRAFI-7T MIRAFI-7T MIRAFI-5T MIRAFI-5T V) VARIES -- 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 15.0' 16.5' 18.0' 21.0' LIJ 27'-0" 40 0.67' 2' 3.33' 4.67' 6.00' 7.34' 8.67' 10.00, 11.34' 13.34' 15.34' 18.00' 20.67' 22.67' 25.34' B EMBEDMT = 3-6" MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI7T MIRAFI-5T MIRAFI-5T MIRAFI-5T 40 VARIES -- 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 15.0' 16.5' 18.0' 21.0' Nth LAYER c 27'-0" EMBEDMT = 3'-6!' 0.67' 21 3.33' 4.67' 6.00' 7.34' 8.67' 10.00, 11.34' 13.34' 15.34' 18.00' 20.67' 22.67' 25.34' 7 MIRAFI-7 MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-5T MIRAFI-5T MIRAFI-5T REINFORCED BACKFILL 40 VARIES -- 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 13.5' 15.0' 16.5' 18.0' 21.0' LAYER 3 27'-0" 0.67' 2) 3.33' 4.67' 6.00' 7.34' 8.67' 10.00, 11.34' 13.34' 15.34' 18.00' 20.67' 22.67' 25.34' D EMBEDMT = 3'-0' MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI--7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-5T MIRAFI-5T MIRAFI-5T _L 36 VARIES --- 12' 12' 12' 12' 12' 121 12' 12' 12' 13.5' 16.00' 19.50' F 24'-0" EMBEDMT = 2'-0" 0.67' 2) 3.33' 4.67' 6.00' 7.34' 8.67' 10.67' 12.67' 15.34' 18.67' 22.01' FINISHED GRADE MIRAFI-7T MIRAFI-7T MIRAFI--7T MIRAFI-71 MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7T MIRAFI-7TMIRAFI-7T MIRAFI-5 DEPTH BELOW LAYER 2 EKISTING GRADE VARIE 7 LAYER 1 ......... A(Z4 '\ ............................. LEVELING PAD .......................... ... v > 6 APPROX. #21A STONE .00- Ak EXCAVATION LINE 3 96 TYPICAL REINFORCED S C 0-1 19" STANDARD UNIT - 1 SETBACK 4 SCALE: NONE�., T OCTOBER 16, 1995 I 95-097-00 097SHT3 SHEET GENERAL STRU�TIJRAL NATES 1. ALL CONCRETE AND STRUCTURAL DETAILS SHALL COMPLY TO THE CURRENT ISSUES OF THE FOLLOWING: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-83, AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS, VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 2. LOAD DESIGN DATA IS AS FOLLOWS: WEIGHT OF RETAINING MATERIAL = 110 PCF WEIGHT OF CONCRETE = 150 PCF EQUIVILENT FLUID PRESSURE = 33 PCF 3. TEMPORARY BRACING, GUY WIRES, ETC., SHALL BE USED AS NECESSARY TO RESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECT DURING CONSTRUCTION, INCLUDING EQUIPMENT OPERATION, 4. THE DRAWINGS SHOW THE GENERAL DETAILS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE ADDITIONAL DETAIL IS REQUIRED OR WHERE CONDITIONS ARE ENCOUNTERED THAT ARE NOT ANTICIPATED BY THE DRAWINGS, 5. SPECIFIED CONCRETE STRENGTHS SHALL BE 4,000 PSI FOR RETAINING WALLS 6. REINFORCING SHALL BE DEFORMED BARS, NEW BILLET STEEL, INTERMEDIATE GRADE, ALL BARS SHALL BE WIRED INTO PLACE. STEEL REINFORCING S HEDULE MITL-1 ITEM SIZE LENGTH SPACING S-1 #5 4'— 6" 12" 0. C. A --1 8„ 2" BLOCK CAP SPLIT FACE ROCK UNIT GROUT FILLED CONCRETE BLOCK WALL 35" +— HORIZONTAL REINFORCING ---- TYPE �TYPE 1 — 2 #5 BARS @ 24" LAST 3 COURSES OF KEYSTONE STANDARD UNITS 21"+- LOCATION WALL BACK S-1 REINFORCING BAR 4'-6" OF 6" TOPSOIIL PLANTER CG -2 8" TYPE 21—A AGGREGATE BASE BLOCK RETAINING WALL DETAIL SCALE: NONE 2" — VDOT SMI -2A PAVEMENT SLOPE TO GRADES SHOWN ON SITE PLAN D 0 fl fl � 0 0 0 0 8" — VDOT #2'.113 COMPACTED BASESTONE COMPACTED SUIBGRADE I—I—II I—11=11�— CBR=10 TO BE FIELD VERIFIED BY THE CONTRACTOR AND DATA SUBMITTED TO ENGINEER. 1. PAVEMENT PATCH SHALL CONSIST OF MATERIALS SIMILAR TO THE EXISTING PAVEMENT AND ACCORDANCE WITH THE SPECIFICATIONS, 2. THICKNESS OF THE LAYERS SHALL MATCH THE EXISTING CRO)SS SECTION BUT IN NO CASE BE LESS THAN THE MINIMUMS SHOWN, PAVEMENT DETAIL SCALE: NONE I r v " r , — — , __) PIN KEYSTONE STANDARD UNIT GRID CONNECTION SCALE: NONE Y NO M., NO k A N — RED d 4 d d•, 1J, . KEYSTONE STANDARD UNIT SCALE: NONE ___ TA D'F �_. KEYSTONE STANDARD UNIT GRID/PIN CONNECTION SCALE: NONE C_UT 1/2 UNITS ALTERNATINGCOURSES BUT ", AGAINST ) ATE OCTOBER 16, 1995 otJ D o o O o o V 0 o U ocj o� o A D • A A D� D P e �• D D• n DRAINAGE FILL r /�} ' 0'�/0 00 00 a0o 0 0 `•:�` o a o o .. o U o . A O U D „ d D D' DLe Da• D D ... • p "' D ntfA CONSTRUCTION ABUT�NG WALLS P LAN SCALE: NONE ALL CUT PIECES TO BE NOT LESS THAN AND TOGETHERATTACHED USING CAPSEAL C)on?A, 0 o0 C)o 00 o 00 0 0 0 U D D b ®• a �d. D D p y, D 00 a D D D D •ec DD ..D. P p .. CONTRACTOR TO PROVIDE APPROPIATE CORNER' PIECES TO ACHIEVE A UNIFORM APPEARING CORNER. TYPICAL CORNER DETAIL 4�. A -d-_ y 0% JOB NUMBEM 95-097-00 DWG. NAME 097SHT4.DWG , • 4 i i E i r. JOB NUMBEM 95-097-00 DWG. NAME 097SHT4.DWG , APRIL 24, 1996 1"=10 HORIZ 1"=5' VERT. 95-097-00 DWG. NAM E 097WLPRO.DWG " // SHEET 5 0F"7 c4 'T 4fp G v cv, if �� cn, C. r) 12)rA T--- jkfA c to 2200 C.Y. OF FILL WILL BE BROUGHT ON SITE BY CONTRACTOR FROM LUCK STONE QUARRY ROUTE 250 EAST. LOT 11 JAVOR-WOODBROOK LAND TRUST ZONED PD -SC JAVOR-WOODBROOK LAND TRUST ZONED PD -SC Y RONALD W, OR NANCY R. HARVEY 13- T F CARWILE ET AL, TRUSTEES TM45C P U I TblAK. F. -3 STUART F. CARWILE ET AL, TRUSTEES TM45C SECTION 02 -J < DB674 P614 PP DB615 "PT PARCEL 02 DB648 P175 PARCEL 4 pq pq TYPE 3 P NT (TYP [IF 10) ZONED R-2 NEW RETAINING WALL. I �- TM45C SECTION 01 S37D5451"E 422,58' c) LOT Bll LF + 483.7 LF, EL C P D o + LF, 48312 114 7p TYPE =3P PL (TYF T— LF, /V 4 4. 483. Se RIO HILL S.C, WOODBROOK ALBEMARLE SQ. -S.C, ti X19 k _4 / FASHION SQUARE QUARE MALL LL VICINITY MAP DATE OCTOBER *16, 1995 TYPE I PLANT (TYP. OF !TYPE 2 PLANT- (TYP. OF 23) LOT 10 WALTER C, OR HELEN A, MACKEY DB655 P65 ZONED R-2 TM45C SECTION 01 LOT B10 --ERE--Zj�FIRE HYDRANT =LOCA-�E� EXISTIN _ NEW RETAINING WALL > ��? @i NEW 6' WL FROM EXTG, WV TO RELOCATED FHJ -1 T L E 0-1 LOT 9 Lo n 0c ti BARBARA B. LOWE Em 0 7 D—J- 'ii7LJ N—� co 74 TWO STOREY I 2�.00 :P4.n EAI 24.09 GROSS AREA 26,600SF 2SP. 4S @ 'EA. I 4S/1 cl'JA. 8 H 8 HEIGHT NOT TO EXCEED 35,00' pl o FULLY SPRINKLED ' / ��� r"° kn 723 FF ELEV: 482�50 ACC SP. DI-�YYPE III , REMO ISTING C13 tu I • ACC, Sp. V) D 0i D A• EXTG TOP 473,70/NEW TqP 472, -T DI -3 Lk67 466, l Mir 1 SP 9'E co a ELEC, XFRMR. -- — 1--� RD RD NV, 474,8-��� cp's 1'DSP. BArsD1 'D�\"SNAGE T 4P2,17 owm + 482,2EAS .4 3 P. R 20, EAl-------------�;:� 2 SP QD 'ACCESS EA ACCESS EASEMENT r3l) D 2 8'4 6 E 332.38' DI -7, TY.A V-A TOP ON -A S /'��� (D GV IS, J. 0* WV DI -3A + MH (o 'T 482.10 4 .4 1 N %11� 75,79 ti -�_482.2 ? ACC, SP. 'V 482.17 48 .2 ,A rc ON 482.9 EMENT ZONED R-2 TM45C SECTION 01 LOT 139 F7 -W wv7 w w ty I_CT 2 GRAND PIANO FRONT AREAL ONE STORIEY BLDG,; REAR AREA: TWO STOREY BLDG, GROSS AREA 38,OOOSF HEIGHT NOT TO EXCEED) 35,001 FULLY SPRINKLED FF ELEV1 479.00 4 0 83.8 317,60' N39D28'46vW GREEN GARDENS OF VIRGINIA, INC. DB699 P124 ZONED C-1 TM45 PARCEL104D 1100, 473,5 ayr-1 V. OUT 450.70 0 c)' 0L,ASS,,l",.RIR,,R P <i 0 D- CL x -PT- < N35D26/21'W 0 nj I.S. 68,60' N39D12'03"W 319,64' GREEN GARDENS OF VIRGINIA, INC. DB697 P788 ZONED C-1 TM45 PARCEL104 4� Aq4; R 2 << rrm,,q ream 1pyty�W � SHEET 0 F —77 NE.,/ PARK NG EAS MENT FPR GRID PIANO 57:D 2 8-" S Nw J 0Q FA A,tS.A. EASEME 4 , --:Z:z i� =a= "IN REL CATED HYDRANT FIRE 0 oJ NEW DI 7, TVPE III ABONDONED z PARKING EASEME TOP 468.. TOP 471.60\ INV. �� 66.31 E + INV, IN 4( INV. "QU T 4 2 NEW1,CCESS EASEMENT + o E S:7i I_CT 2 GRAND PIANO FRONT AREAL ONE STORIEY BLDG,; REAR AREA: TWO STOREY BLDG, GROSS AREA 38,OOOSF HEIGHT NOT TO EXCEED) 35,001 FULLY SPRINKLED FF ELEV1 479.00 4 0 83.8 317,60' N39D28'46vW GREEN GARDENS OF VIRGINIA, INC. DB699 P124 ZONED C-1 TM45 PARCEL104D 1100, 473,5 ayr-1 V. OUT 450.70 0 c)' 0L,ASS,,l",.RIR,,R P <i 0 D- CL x -PT- < N35D26/21'W 0 nj I.S. 68,60' N39D12'03"W 319,64' GREEN GARDENS OF VIRGINIA, INC. DB697 P788 ZONED C-1 TM45 PARCEL104 4� Aq4; R 2 << rrm,,q ream 1pyty�W � SHEET 0 F 01 vi 5 LOADING SF, j U 475.5 482.2 RD {til{til+ RD + I_CT 2 GRAND PIANO FRONT AREAL ONE STORIEY BLDG,; REAR AREA: TWO STOREY BLDG, GROSS AREA 38,OOOSF HEIGHT NOT TO EXCEED) 35,001 FULLY SPRINKLED FF ELEV1 479.00 4 0 83.8 317,60' N39D28'46vW GREEN GARDENS OF VIRGINIA, INC. DB699 P124 ZONED C-1 TM45 PARCEL104D 1100, 473,5 ayr-1 V. OUT 450.70 0 c)' 0L,ASS,,l",.RIR,,R P <i 0 D- CL x -PT- < N35D26/21'W 0 nj I.S. 68,60' N39D12'03"W 319,64' GREEN GARDENS OF VIRGINIA, INC. DB697 P788 ZONED C-1 TM45 PARCEL104 4� Aq4; R 2 << rrm,,q ream 1pyty�W � SHEET 0 F m vo Plant Schedule REVISIONS RIO HILL S.C. MARCH 27, 1996 WOODBROOK APRIL 18, 1996 MAY 2, 1996 ALBEMARLE SQ. -S,C, Marr laotanlical Name common 14ame 5126 %;01301119-n Z �A Type 1 Pinus Strobus White Pine 5' Ht. B & B ,4j Type 2 Kalrnia Labfola Mountain Laurel 18 -Ht. B & B FASHION SQUARE Type 3 Clematis AnTiandi Armand Clematis 18"Ht. B & B MALL Type 4 Cupressocyparis Leylandii Leyland Cypress 5" Ht. B & B GREEN GARDENS OF VIRGINIA, INC. DB699 P124 ZONED C-1 TM45 PARCEL104B LOT 11 RONALD W. OR NANCY R. HARVEY VICINITY MAP TYPE 1 PLANT (TYP. OF 4) LOT 10 WALTER C. OR HELEN A, MACKEY DB655 P65 ZONED R-2 TM45C SECTION 01 LOT B10 GREEN GARDENS OF VIRGINIA, INC. DB697 P788 ZONED C-1 TM45 PARCEL104 3 �U , no DATE FEBRUARY 29, 1996 LOT 9 BARBARA B, LOWE DB774 P640 ZONED R-2 TM45C SECTION 01 LOT B9 95-097-00 A DWG. NAM E SHT7RE\/.DWr, SHEEP 7 0 F