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Home My WebLink AboutSDP199800131 Plan - Approved Preliminary Site Plan 1998-10-05FIFI'1'1,. WN { r a1NaNb. II i IIN I.pINI'4M 1111{NIH II'I NII 4Hor 1p M1rypi i I � it I 1111() I:'I IINII'I ,II., Vlla'I '�I I��1 11 III' f��'IIII Ndll''IGE IN tlG ,'bKN'U �%NII I ;lNg41f t w k'Ar N.nh an ryf� Nr N rdd4 br (k F, pr7 I 1 1� rr I ii II INFHII II � Ik �� I IIN114.� �; �pf11NFr1 rif� 1411 � IIFI III I'Irr� nl1'I'' IN 1 I1 Flf.'INrIFr 'kbF arN IIII I' ilYl�Fl Vnl Ula I�'I xF 1k,IHnivP LnlvulfN I III .If 111 IHI n a I�u1' IFn GN1:11 � IIII,I,V 1� It' I I'I IF ��I iJ�H r. �I 'N14i IIVn '1611 ��Ilp' II�IH �I) I IN'PAt�� IUt HP 1 N,. 11'b r I f 4U 111 II,I�.., f4llilVll II ( �IIIn.., I IINF ,.I I�I INbp IIIILI l r I I Irr{ Irrvrtlxl IHm �.. IlutHrp.I�If I I (Ill llloap tl I) MI klr Irl IIII IIf �1111 F{F��1111 �a.l�. 'IMI 'lt I IIb Irer.nrl Id � tllrl id r� :.. .A:V III ib'0 'Itrrl (804)IIti� IIII,lHlni�IFH��iHIu��inu�� I��IllHkl,�i4Nu�kNIFI�N,rnu � ' 11«u IIFIIIf�I''.RHHl1 tr,l.11 ! fli�IIIILrN 4r 'hm atruw'.' 4NI 111 P'�Ik' .laa �llu �NNMIIIIIrIII III �'Nrrl N W E 0 T. 250 EAST, ICHMOND RD LOCATION AND VICINITY MAP \ \ SOUTH PANTOPS DRIVE SITE U SITE • STATE ' FARM BLVD \' \ I S NSL . T PI VICINITY MAP SCALE: 1" = 2000' INSERT SCALE: 1" = 500' GENERAL CONSTRUCTION; NOTES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTFUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER f`�,BBREVIATED V.D.O.T.). ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS `HALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.\ UNLESS OTHERWISE NOTED. 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 OTHERWISE NOTED. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED' AND MULc.HEO, MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1, WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS OTHc_RWISE SHOWN. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION CH-_ THE DIRECTOR OF ENGIJEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE ,A DR1,,INAGE CHANNEL. TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. UNLESS OTHERWISE NO -11 -ED ALL. CONCRETE PIPE SHALL BE REINFORCED CONCRI[TE PIPE CLASS III ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OiSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (20 CFR PART 1926) . THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JCI) SITE AND REPORT ALL INCONSISTENCIES TO THE ENGINEER AND/OR ARCHITECT. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT PROPERTIES AND SHIELDED WHERE NECESSARY. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N.12 CORRUGATED POLYETHYi.1_.'_-1E PIPE MAY BE USED IN CONDUCTION WITH BEDDING TYPE PB.1. WATER AND SEWER GENERAL PLAN NOTES b � p,A 911 r c) 6 ()vla� DEPT OF PLANNING AND COMM DEPT OF ENGINEERING DEPT OF ZONING FIRE OFFICER `.TY SERVICE AUTH DEPT OF HEALTH DEPT OF TRANSPORTATION 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. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG 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 STRUCTURES AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 'NOTIFYING "MISS UTILITY" (1-800-552—?001) ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF S FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTER LINE OF THE PIPE. THIS INCLUDES AiLL FIRE HYDRANT LINES LATERALS AND IWATERLINIES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. PAGE_ 1 OF 0C T OB\ 5, TR7k�FTC SIGNAL BE INSTALLED PER VDOT SPECIFICATIONS 1000' ROLKIN CT. TO STATE FARM BLVD ONLY I ONLY I �I .0 GJ IE CHMARK ETER TOP OF D.I. , L 551.20 CD 0 AM TURN LANE EXTENDED FOR A TOTAL OF 400' FULL WIDTH, 150' TAPER C Q S 0 VIRGINIA Oil C MPANY PDMC, EC TM 78 PAR 7 GASOLINE SALES \ 1 1 I I ALL ql� Z7 3cn BUR JWAR BU FORD HOL Y0APA ESE ELK VA (4 ' i�!' .C" N I ER z = --. - i.. T ---TK VAS RRA q / iu ` ~7 SSO Ln I J r-tAC W--� �. �.. o:_/ �"� EXIS NG J Q L J J /� } { "1 GUARANTY BANK I I I zn..I --- / �/ �! C] T. T } / DSCAPING GUARANTY BANK TM78 P 72 PDMC , EC OFFICE W/ DRIVE THR T -B QUERUS RUBRA :-1/2" 11 :31 20.6 335 2 670 50. FT RED OAK �R rY T-9 TILIA TDMENTOSA 1-1/2' 10 23 14.49 165 5 SO. FT ---- SILVER LINDEN-- - TOTALS - TREE CANOPY 53 16,303 SQ. FT \�� - \\��• - ` \ SHRUBS ` \ ILLEX CORNUTA SO. FT DWARF BURFORD HOLLY / ` B P S 7 18.66 13.2 138 2 275 SO. FT RCE-Cj'`" 7 5 - 10 23 14.49 TOrALS - SHRUB CANOPY TOTALS TREE AND SHRUB CANOPY 0 53 - SO. 16,303 S0. FT FT T-8 . - OUERUS RUBRA 3-1/2' I CANOPY COVERAGE AND CALCULATIONS 1-1/2' T-9 TILIAILV .� R LINDEN SILVER LINDEN �.� SITE AREA 119, 479 SO FT BUILDING AREA 9,140 SO FT SITE AREA 119,695.00 SO FT WALKWAYS 1.274 SO FT /GRASSY AREAS 26.953 SO FT - `ISLANDS N VED AREA AND VEHICULAR ACCES 82.112 SO FT 69% OF SITE 10% CANOPY COVERAGE 11,969.50 SO FT NT. LANDSCAPING 4. 106 SO FT - PROVIDED T. yANDSCAPING 4,251 SO FT (EXCESS) \ 145 SO FT CANOPY PROVIDED y�- TREES 16,303.00 SQ FT SHRUBS 0.00 SO FT TOTAL 16,303.00 SO FT EXCESS CANOPY COVERAGE 4,333.50 SQ FT 35% HURT INVESTWENT PDMC, EC CO TM 78 PAR 7 5 VACANT INTEflIOR LANDSCAPING QALCULATIONS T-2 AMELANCHIER G.NADENSIS 2-1/2' !1 28.5' 21.66 368 4 50. FT SERVICEBERRY T-5 ACER SACCHARUM 3-1/2' 14 22.2 14.6 168 6 S,OOB SO. FT S 7 18.66 13.2 138 2 275 SO. FT T-6 OX YOENDRUN AR80REUM 2-1/2' 335 2 670 SO. FT 10 23 14.49 SOURWOOD SQ. FT TOTALS - INTERIOR LANDSCAPING 19 T-8 . - OUERUS RUBRA 3-1/2' RED OAK 1-1/2' T-9 TILIAILV .� R LINDEN SILVER LINDEN �.� SITE AREA 119, 479 SO FT BUILDING AREA 9,140 SO FT WALKWAYS 1.274 SO FT /GRASSY AREAS 26.953 SO FT - `ISLANDS N VED AREA AND VEHICULAR ACCES 82.112 SO FT 69% OF SITE NT. LANDSCAPING 4. 106 SO FT - PROVIDED T. yANDSCAPING 4,251 SO FT (EXCESS) \ 145 SO FT S 7 18.66 13.2 138 2 275 SO. FT 31 31 20.6 335 2 670 SO. FT 10 23 14.49 155 5 SQ. FT TOTALS - INTERIOR LANDSCAPING 19 4,251 SO. FT S / I l / jjllII II / Y / / G, -530 / Q -� PDMC VALLEY BANK TM 78 PAR 61 / OFFICE W/ DRIVE THRU NOTES: Each outdoor luminaire which emits 3,000 or more lumens shall be a full cutoff luminaire. The spillover of lighting from parking area lumenaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half (1/2) foot candle. REVISIONS SUBMITTAL 9/7/98 10/1/9B — COMMENTS DATED 9/24/96 BAH DIVISION OF MOTOR VEHICLES D: \tmodwin\PRO\DMVSPFIN.pro, 10/5/1998, 11: 36 SCALE 1"=20' CONTOUR INTERVAL 1"=5' PAGE 2 OF 2 OCTOBER 5, 1998