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HomeMy WebLinkAboutSDP200700130 Plan - Approved 2008-07-11�► SHOPPING CENTER MAJOR SITE PLAN AMENDMENT TIRE & AUTO CENTER US 250 � RIVERBEND DRIVE CHARLOTTESVILLE ALBEMARLE COUNTY, VIRGINIA DEVELOPER: GREAT EASTERN MANAGEMENT COMPANY AGENT FOR. PANTOPS SHOPPING CENTER I , LLC P,O, BOX 5526 CHARLOTTESVILLE, VA 22906 OFFICE: (434) 296-4141 FAX: (434) 293-5197 CONTACT. STEVE HOPKINS ARCHITECT; KEENEY & CO. ARCHITECTS PLC 1413 SACHEM PLACE, SUITE #ONE CHARLOTTESVILLE, VIRGINIA 22901 OFRCE; (434) 978-2000 FAX; (434) 978-7438 CONTACTS : RON KEENEY or KELLY GILMORE EMAILa ror�keeneyarchrtectt�e,com `�O Q ��o o,�, _ ��0 �� S�� GS Q��G ?S� �,,. �� VICINITY MAP scyF Nrs SITE INFORMATION DATUM �-o�-Qe REFERENCE: BENCHMARK SHOWN ON SHEET C-2 MAGISTERIAL DISTRICT: RNANNA ZONING: PDSC EC TAX MAP: 78 PARCEL: 17D EXISTING ALBEMARLE CO. . OF COMMUNITY DEVELOPMENT -ARB Z�N61T'iaNS: PARKING LOT AREA FOR AN �4 �e EXISTING SHOPPING CENTER SETBACKS: 10' MINIMUM PARKING SETBACK FROM PUBLIC STREETS � �� DATE 30' MINIMUM BOLDING SETBACK FROM PUBLIC STREETS BUILbING HEIGHT: Z8' MAXIMUM TOPOGRAPY INFORMATION BY: AUBREY HUFFMAN d� ASSOCWTES CHARLOTTESVILLE, VA DATE: FEBRUARY 18,1996 SURVEY INFORMATION BY: AUBREY HUFFMAN b ASSOCIATES CHARLOTTESVILLE, VA DATE: FEBRUARY 18,1998 UTILITY INFORMATION BY: AUBREY HUFFMAN � ASSOCIATES CHARLOTTESVILLE, VA DATE: FEBRUARY 16,19®6 SHEET INDEX C-1 COVER SHEET C-2 SITE PLAN C-2.1 SITE DETAILS C-3 LANDSCAPE PLAN C-4 EROSION &SEDIMENT CONTROL PLAN PH -1 PHOTOMETRIC PLAN PERVIOUS VS. IMPERVIOUS SITE COVERAGE EXISTING IMPERVIOUS SITE COVERAGE: 675,661 S.F. (88.22'16 OF SITE) EXISTING PERVIOUS SITE COVERAGE: 90,221 S.F. (11.7896 OF SITE) TOTAL SITE AREA: 785,902 S.F. (10096 OF SITE) PROPOSED IMPERVIOUS SITE COVERAGE: PROPOSED PERVIOUS SITE COVERAGE: TOTAL SITE AREA: PROPOSED INCREASE OF PERVIouS SITE COVERAGE 874,349 S.F. (86.0596 OF SITE) 91,553 S.F. (11.9596 OF SITE) 785,902 S.F. (100% OF SITE) 1,332 S.F. (0.17% OF SITE) DEVELOPMENT STATISTICS EXISTING SQ.FT. 183,031 SQUARE FEET GROSS NEW BUILDING 6,490 SDUARE FEET GROSS PROPOSED TOTAL 189,521 SQUARE FEET GROSS PARKING TOTAL SHOPPING CENTER PARKING: 971 EXISTING ADDED: 7 SPACES TOTAL (2 HANDICAPPED) REMOVED: 74 SPACES TOTAL CFIANGE: 87 SPACES REMOVED TOTAL SHOPPING CENTER PARKING: 971 EXISTING - 87 REMOVED 904 TOTAL REQUIRED SPACES EXISTING RETAIL REQUIRED SPACES 183,031 SQ. FT. RETAIV1000 SQ. FT. =183.031 183.031 � 4.75J1000 = 86;i REQUIRED P�D TIR ��E...N��T�R REQUIRED SPACES 1 SPACE PER EN�'LOYE =10 2 SPACES PER VMORK BAY (10) = ZO TOTAL SPACES = 30 REQU�ED EXISTING PARKING = 809 REQUIRED PROPOSED PARKING = 30 REQUIRED TOTAL REQUIRED =899 SPACES 904 PROVIDED 899 REQUIRED 5 EXCESS PARKING SPACES APPROVALS �-o�-Qe � oou+Tr cairQlTs of o7�u � AL.BEM CO. DEPT. OF COMMUNITY DEVELOPMENT - PLANM�IG/ZONING DATE ALBEM CO. T. OF COMMUNITY DEVELOPMENT - ENgNEERING DATE CO. DEPT. OF COMMUNITY DEVELOPMENT -INSPECTIONS 9 ATE � oou+nr � �w o O ALBEMARLE CO. . OF COMMUNITY DEVELOPMENT -ARB DATE s-K-oe �4 �e ALBEM LE CO. DEPT: OF FlRE RESCUE DATE �� ALBEMARLE COUNTY SERVICE AUTHORITY � �� DATE �OGi �'i11�1�1N7�1 d (JET 07/11 Zp01� VIRgNIA DEPARTMENT OF TRANSPORTATION DATE N 0%�Nf� VIRgNIA EALTH DEPARTMENT DATE F- W� UZ Z< az =a �� � �W�� S a��� ��� 0�� � Z �o a`a K ani !� • REv�sIaN� �-o�-Qe � oou+Tr cairQlTs of JUN 1 7 Z 14-5-07 �-22-ae � aouan FIs �w +-�s-a �x oouNn �e � e--�s-oe � oou+nr � �w a-�7-ce rpt oou+n ca��s aF C-1 s-K-oe DATE IS�1ED: DAIS PRINTED: JUN 1 7 Z DRANN @Y: CHE Y: KJG PRO�CT NO: �®� C-1 1 K L C4ICCTC J i� PART OF 78-17D ZONED PD -SC \ 40 +o 4/ \ 4/ 4e 40 /�� Ile�' CO Q VO 41p \�l t� 361\ EXISTING \ � 36� COUNTY SERVICE AUTHORITY 04-16—OS POLE LIGHT EX15TING LANDSCAPED CURB +� AREA INSTALL NEW GAS LINE TO _ EX15TING MAIN ��---""------' -----� 3'R TYPICAL SCREENED DUMP5TER --�--�-------- � � PAD 361 4-- STORAGE —STORAGE OF ITEMS SHALL NOT I NEW EXCEED THE HEIGHT OF THESE I ------ CONC. PAD SCREENING WALLS. NO STORED I Y PER COUNTY ITEMS SHALL BE VISIBLE FROM I it STANDARDS THE ENTRACE CORRIDOR. STORAGE I � EX15TING I WALL UP LIGHT --�� I PACK EXISTING FLAG POLE i EXISTING I UP LIGHT I EXISTING I UP LIGHT I LIMITS OF I CONSTRUCTION I WALL 361-- T_ K I I I EXISTING� LANDSCAPED j AREA � EX15TING POLE LIGHT SF ,� 8• \� \ III , ❑ ❑ D.I. D.I. EXISTING POLE LIGHT \ FOOD LION EXISTING NOTE: PAVING INSTALL NEW U.G. \-ELECTRICAL SERVICE LINES EO EXISTING SERVIC — — — — -----------.---- --------------- ----� CURB —6 9'x18' PARKING 1 I SPACES TYPICAL I NEW ISLANDS —I — — �� ___ PAVING REMOVED —I— — — — — — — WALL IPACK PARKING NEW ' SIDEWALK 1 PER NTY STANDAR SPADES — I 1 WALL PACK I EN iYx- 4'-CaC.-APRON - - - - - - - - - - - V I v v 2'R TYPICALWALL I - - - PACK I LIMITS OF — -- --- NEW PARKING SPACES CONSTRUCT / WALL -- --- PACK I I - - NEW CG -6 A A_ _ _A _ A_ _ CUR NEW_13'x 60' CpNC. APRON— N W b' SIDEWALK------- -- --- I I ----------- PER COUNTY STANDARDS I W�►L-L " NEW 6' SIDEH_ALK — — — PACK — — — — PER 1 COUNT'r' STANDARDS PARKINGD — — BAY 1 ENTRANC I I — — — — — — REMOVED I EXISTING SPACES POINTS TYP. (10) ` " / PARKING I PAVING --- — ------ I ( -------I— ---- SPACES i NEW CG -(p 1 ` CUR CG -(pr --r rrr� L NFW ISI AND J I I NEW ISLAND EEX153TING CUR / % I / c 700 Jill c / / NEW 20'UTILITYLIT/' ' INSTALL NEW WATER EASEMENT SANITARY SEWER LATERAL NEW I' TO EXISTING 5YSTEM5 s WATER /'z of' METER / s / �♦ EXISTING PAVING /xv \ '\ EXISTING POLE LIGHT --�, P0 mm / EXISTING POLE LIGN EXISTING POLE LIGHT al o1Z r f4 ` v – –" EXISTEXISTINGb" WATER LINE Jill 1111— — - - UTILITY Ep,5E1"tE BODDIE NOELL ENTERPRISES, INC. 78-17B \ ZONED C-1 \ M� ENTRANCE CORRIDOR NOTE: EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. PLUMBING FIXTURE 4 WATER METER NOTE: * THE PROJECTED PLUMBING FIXTURE COUNT 15 18.5 * 1' WATER METER 15 REQUIRED PER AC5A 1 SITE PLAN ISH C2 SCALE: 1 "=20'-0" 0 10 20 40 019 1 GENERAL CONSTRUCTION NOTES 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 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 METHODS SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE ARGINIA MANUAL FOR UNIFORM TRAMC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHAD_ BE REINFORCED CONCRETE PIPE (RCP) - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSRTY (29 CFR PART 1926). WATER AND SEWER CONSTRUCTION NOTES 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 THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY NTH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 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 WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. OWNER SHALL PROVIDE AND INSTALL BACKFLOW PREVENTION FOR PROPOSED WATER SUPPLY. 10. OWNER SHALL PROVIDE AND INSTALL AN OIL/ WATER SEPERATOR SYSTEM. (LOCATION WALL BE SHOWN ON ARCHITECTURAL PLANS). MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED. *NOTE: I REFER TO THE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. TYPICAL ASPHALT PAVING SCALE: N.T.S. ASPHALT PAVING 2" $til -9.5A 6" 21-A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D-698 4" , 2'R CONCRETE TO 8E CLASS 3A IF CAST T_ IN PLACE, 4000 PSI IF PRECAST. 3 CG -6 CURB DETAIL 2 SCALE: N.T.S. p• ' - • - .. & • �. is . •,, � •.. •S •:1 ,•'4: '• •' •• -, rl *NOTE: REFER TO THE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR CONCRETE DENSITY AND INSTALLATION PROCEDURES. TYPICAL SIDEWALK DESIGN SCALE: N.T.S. CONCRETE SIDEWALK 4" CLASS A3 CONCRETE 4" 21-A BASE COURSE REVISIONS: 1-07-06 PER COUNTY COMMM OF 12-'5-07 1-22-08 PER COUNTY AFB REYEN 4-2 08 POt COUNTY AN KNIEW 6-12-08 PER C011!t" Alta REMEW 6-17-08 PER COUNTY COIAENTS OF 6-16-01 6-25-08 PER ACSA CO #eM OF 6-16-M 071111 W1 66 - DATE ISSUED: DATE PRINTED: " &JI UL 0 12008 DRAWN BY: CHECKED BY: KJG PROJECT NO: ®e C-2 2 OF 4 SHEETS I LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts F-1 ASW2 400M AERIS ARCHITECTURAL ONE 400 WATT CLEAR A 8 SR4W TB LPI BUILDING MOUNTED ED28 METAL HALIDE, L013858.iss 32000 1.0 457 LUMINAIRE, SR4W HORIZONTAL POSITION. (SEGMENTED TYPE IV WIDE, FORWARD THROW) DISTRIBUTION, 40OW MH W/ CLEAR LAMP.O NOTE: LIGHT FIXTURES WILL HAVE A DARK BRONZE FINISH AND BE MOUNTED IN THE DOWNWARD POSITION. STATISTICS to Description Symbol Avg Max Min Max/Min AvWW PARKING LOT X 1.2 fc 8.5 fc 0.0 is N / A N / A SIDEWALK X 8.8 fc 18.6 fc 3.2 fc 5.8:1 2.8:1 ASW2 Metal Halide, High Pressure Sodium Building Mounted ASW2 400M SR2 TEAT No: LniuwI ASW2 400M SR3 TEST No, LTLi=4 Mon."Ammon Kar V%owm") awausm"Me Kar pr4umwaw -1 o 10 i s1 4 0 1 a a 4 a 0 1 a a 4 a 40OW mMal tedds 1.4k reorlonlal"ua«ed1 40OW Mata ha6b l•Ip. lor/0rme1 "OnMMsaon Footsredl vskkae basad an sa FOONWAM values basad an sap Hours" -dote 30000 $alad kwnrML me I , 11 4 tea10 1111000 seed kwesees. Lewlrare 1121 1 r 72.9% L1wetWn ab1111 cl.. 79.0% ASW2 400M 8R4SC TEsT No: LTtt 3sw ASW2 400M SMW Tom mo: LTL13en MOmLUMMA ICE Kar Pwri.n MOLLWAKV E FlAT plwrua) s -1 0 1 s� s� 4 0 1 a a 4 6 0 1 a 3 4 a 400W Instal how trop, rtalteolaar Imp oriraslbn 400W Initial heads rasp, Aotisatlel MM" Fooloeede values based an 116' Fooboub values based an 26' marsNV ' 101A 3=0 need kwWw tsaewq lrslart, a1000 wed hweeM. t�wtrt.tre t9lorwrW testi taeretrears 811" lr 711.41% 0,urmamm L✓GI5/nwast L*l..buod" OeYaw U"q An "Bai xkCcnXwy One -Moll ie War.Cenyers.0A3W2-U57 Sid1t ASW2"M-S oo PMmK714fR2-M w 7"11-1711 Aad Brands LiYhft Inc. 311310, www ft, Am fAJ9kfff;WVJVAf1A AU4ffJXMJVJe to Catel1 Narbs Example: AM NMI SRS IN SF IPI - FEATURES SI SPECIFICATIONS ' Nobs 'V0.0 t.0 T NE '0. ' . For building- and wall-atounlad applications. CO1111 WC N ' . Awls -Memo+ Leminitin Rugged, da -spat, single -plata alwninun+ housing. Oil. -east doorhona has 'b.o 10.1 t0 sistant, tampered, glass lens. Doorframe is fully sealed wide onsieee t. ASW2 plects c,O tad silicone Basket PENN 1b.o Standard 11" is tastured dark branza IBBBT) polyester powder linah, with I In- domm orisirt-'an Optica: other architectural colors awileble. � IIAUDE BIIM V81 N 1t1 Wo Nigh -performance selinooted reAacters pre1►ide superior uniformity and NS NIGNPREMMSOORNA too" Specialty anedwd skourim spot and grazer optics we also avail- 2111e BF WAL Reflectors are havreho"ble and hew fwd degree @moll e•p r .1 aAiNd» 1p to W wilhalt teals. Rlwaclera allow for bol-INa access b electrical can - I 2111r to TB. TBV ) ShjgpNd�N�[NWY I m M oplics nMMM fall arlolf r hn a lens down aianteti m ngY'sawmtetric 2n BF Double fuse (1011, 240.400W, Na RACTIBCAL sysm Udkn a constant weft ge sulotranvannar baNNL Quick-dacam»ct plugs n@UI SNM S*gmwftdforwardtype 347 easily discoroect rellecbr froom beNasL Ballasts an precision -wound sad A r. K �� '0.2 ' 100% factory toted. Porcelain, mogul -base socket with copper alloy, nickel - IV, forward throw, t.0 t plated screw shag all center corttect UL Listed. 12.2 box 41�a sharp cutoff NOaTALLATWO dhowirm -,ASMI hunp not inckdoW Universal mounting plate with integral mounting boles supports dM fixture Luno: 20-114"(51.44) Tel I for easy one person irwNedom Depth: 111 14" (47.113) ode, toward Tag' Ulm Owrall Height 12- M31.75) • UL Nod suitable for we location in up or down oriemfation. UL Listed w US Max Weight 4afbs (22.23kg1) s1.6 and Canadian seb w standards (ape Options!. NOM Certified (sae Options). r:krdodl' etl:hltac0l[E1s010[>E M ralad. US Pstent No. 05WUN. Canadian Paws No. 1071161. alk dh.emelru an Reitan lanawasrsl okras adesrvsis4 9 Need. ORDERING INFORMATION to 70 Example: AM NMI SRS IN SF IPI Chance the boldlacs catalog sowMrolsosn flat Mat How roar needs all wdla it an do ' t.0 'V0.0 t.0 us. Y0.0 '0. ' . . ' . ASIIrZ to 'b.o 10.1 t-1 t. watageJe.are. oletrNutie. wfag. 1b.o to 16.o Optica: 'b.1 70.1 Asvta VOL1111111 Salt Segmented type 1t1 Wo 'b.0 NS House -sided nBUI 11, roadway 2111e BF Single foo (1211.271, 347V. Na .1 aAiNd» 11011102 30 Segmented type 2111r to TB. TBV ) ShjgpNd�N�[NWY 'I.3 ngY'sawmtetric 2n BF Double fuse (1011, 240.400W, Na ASW2UW Surface- n@UI SNM S*gmwftdforwardtype 347 70.7 TB, TBV) '0.2 ' mounad back IV, forward throw, t.0 EC EwArgw" circuit 000WnMx, 12.2 box 41�a sharp cutoff 4W .1 hunp not inckdoW AMM Wire guard am Sopwftd hoe Tel Ml Quartz rest" -11 (100W At1NM Vandd guard ode, toward Tag' 70.1 not vnaccr No: ^14,p0 It LB11 � s1.6 70 r:krdodl' etl:hltac0l[E1s010[>E 411BS •Z Wei grog 'b.0 CR Enhanced corrosion resistant 'v1.9 It BP Tight spotu CRT Non-stick protective costing 0011T Dart bronze (std ) %.1 12.0 t1:8---' (black oW 0W Sandstone t.0 '10.0 PE Photoelectric cell -button type BRAT Newel o1wrin ell 16.3 .115.1 We TB. TBV, MVOLT or MW BNNQ White NOTES 1.7 CM CSA Can61Md BBLB Black 1 Mot M serlwe/ wide SCWA. to 111110011 NOM CerliNad 'KI.7 'b.7 May N eMerN willed .1 'b.1 10.0 t.0 'b.0 +• 3 �EM aaut Imp. is '4.4 LPI Lamp included NUN Bronze 4 WK EC Her SP @*reducoam entered t.0 LAP Less letup OSP 1 Dark gray 5 No aveilbl will HIPS.M 1.1 am BBN Light gray 0 Canals -teary for 0aibi34 in Canada. 14.1 SCWA Super cWA pulse start ballast UK Breen 7 Optimal mu "balm (1>C 551. M mV� (120, t71.3RV in CMiede; slips es 12t W wo be selected to C0�ulations. � DSPB Dark red in t 3 Cawaria w Mall M,iM BlPF Rust • Opdemal 54ap bellest (13L 711,. 710, 771. NOW, mat eraNbts N CMndel. Not amilW SCWA oty *o bo Ieuwied is ween a�deer states' OM Red wtMe=. )m regulations. Cam local aeNeelifres -7b.o 'b.o 0 Mot be oMarN will feeere, tenet be fieid inep0ed. It '0.1 t 10 Available oaly with SIt2. EI13 and SMW disllibetloe 'b.0 70.0 'b.(Y Yo.1 lb.1 it Additional wele5acbmal sells soils6W. see witrult niecowfor worei fentraw 16.0 .o J0.0 '10.0 0tdaar t.o 10.0EXfVV4G'ro.0 ShoteM; ASM40-8 BM - 055 /,-" i \ PHOTOMETRIC PLAN- Pp�2_ SCALE: 1"=20'-O" 0 10 20 40 1 11101 EXISTING POLE LIGHT '0.0 to 70 ' I ' t.0 'V0.0 t.0 '+b.0 Y0.0 '0. ' . . ' . 70.0 to 'b.o 10.1 t-1 t. 1b.o to 16.o 70.1 'b.1 70.1 .1 T.0 Wo 'b.0 to 1b.0 70.3 1b.2 'b.2 '0.1 .1 to to to to 70.7 70.4 'I.3 'I.2 .1 70.0 70.0 'o.0 to Y1.2 70.7 70.4 '0.2 ' .1 10.0 t.0 70.0 t.0 12.2 71.1 'b.5 'bO.2 .1 70.1 70.0 t.0 'i.0 13.7 s1.5 1b.7 't.3 .1 70.1 CHECKED er. PW44f vnaccr No: ^14,p0 PH -1 X3.9 s1.6 70 10.0 'b.0 to "4.7 'v1.9 It t.0 to '+b.G %.1 12.0 t1:8---' . t.0 '10.0 for V1 "1.9 '1.8 16.3 .115.1 to 'b.o 1b. 13.8 1.7 70.7 'b.3 A '6.1 to to to W4.0 'KI.7 'b.7 t.3 .1 'b.1 10.0 t.0 'b.0 03.0 '4.4 1b.6 It .1 301.1 '0.0 t.0 t.0 s1.9 X1.0 1b.5 't.2 1.1 to 70.0 to to 14.1 1b.7 t.4 yb.2 .1 'b.0 to to to 70.7 70.4 t 3 > 1 > n 70.0 'o.0 70.0. t.4 1b.2 'b.2 )m 49.0 -7b.o 'b.o t.o. It '0.1 t 'b.0 70.0 'b.(Y Yo.1 lb.1 Vi 16.0 .o J0.0 '10.0 t.0 t.o 10.0EXfVV4G'ro.0 to 1.0 70.0 10.0 70.0 70.0 POLE LIGHT to 1b.0 "mo Yo.o 211. 0 'b.o Yb.o Yo.0 - Yo.0 ENTRANCE C0RR1 DOR NOTE: * EQUIPMENT 5HALL NOT BE V151BLE FROM THE ENTRANCE CORRIDOR. LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMEN5 SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. 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. Y' 7.r oty o ce 10 0 t? $ g C�w2 C � g� �o �pnnJ V W W2 UZ Uj ?2 a OZ Uj 6 co Lu LIT an 01) E _3 Z 0 �g -- Zlown �o 0 :2 '�; < am 2 C<L � 5 PHOTOMETRIC PLAN 6-17-M PER CUTY CMAUM OF o7lu/zao� 66' DATE MWED:� D(�j�,Pi ��1Fg .iur� z DRAWN er: K.1G CHECKED er. PW44f vnaccr No: ^14,p0 PH -1 � 1 0 EXISTING b' PIN OAK EXISTING 121 BARTLETT PEAR EXISTING Ib' BARTLETT PEAR 0 O o❑ 0 )ZOrLE LIGHT ING 0 rT3r 0 r1 -3r TREE PROTECTION FENCE LINE 3 C-3 'TI' 0 ' o \ 0 IT3r 1 l 'TI' 0 3 / C-3 0 OT3r I EXISTING \ I CRAPE MYRTLE EXISTING EXISTING O CRAPE CRAPE O O MYRTLE MYRTLE EXISTING 14' BARTLETT PEAR O EX15TING 12' BARTLETT PEAR 0 EXISTING GRAPE MYRTLE O \ EXISTING L UP LIGHT 1TI' 0 1 EX15TING UP LIGHT IEXISTING 1 FLAG POLE 0 EXI / r�r TING UP SLIGHT TREE PROTECTION FENCE LINE 3 \ C-3 0 rT3r 'TI' EXISTING CRAPE MYRTLE O EXISTING CRAPE MYRTLE O 3 C-3 EXISTING Ib' BARDTAMAGGLETTED R 1 0 EXISTING 12' BARTLETT PEAR 0 0 0❑ O EXISTING POLE LIGHT EXISTING CRAPE MYRTLE O ALL EXISTING TREES SHALL BE PROTECTED REMAIN UNDISTURBED THROUGH CONSTRUCTI( r� OT -9 .__. TREE PROTECTION FENCE LINE ALL EXISTING TREES SHALL BE PROTECTED ) REMAIN UND15TURBED THROUGH CON5TRUCTIC NEW LANDSCAPE SCHEDULE KEY ND ARE TO MIN. SIZE N. 10 YR. WIDTH CANOPY AREA QUANTITY TOTAL CANOPY AREA T-1 THUJA PUCATA do CVS. / y c / 14.5' 2.9' 7 SF s / 21' c c / s / s c / / s c � T-2 NEW LANDSCAPE SCHEDULE KEY NAME MIN. SIZE 10 YR. HT. 10 YR. WIDTH CANOPY AREA QUANTITY TOTAL CANOPY AREA T-1 THUJA PUCATA do CVS. 4.5' HT. 14.5' 2.9' 7 SF 3 21' GIANT ARBORVITAE T-2 LAGERSTROEMIA INDICA 6' HT. 15' 9.9' 77' SF 8 616' CRAPE MYRTLE T-3 SOUTHERN MAGNOLIA 7' HT. 17' 10.2' 82' SF 6 492' MAGNOLIA GRANDFLORA S-1 JUNIPERUS CHINENSIS SARGENTII 2 GAL 4 6' -24 - GREEN SARGENT JUNIPER TOTAL 1,129' r� c « rTAr r-� r LANDSCAPE PLAN C3 1"'=10'-O" 0 5 10 20 LANDSCAPING NOTES: THE EXISTING APPROVED LANDSCAPING PLAN :FOR THE OVERALL SHOPPING CENTER SITE DOES NOT EXIST. THE EXISTING SHOPPING CENTER IS OVER TWENTY YEARS OLD AND RE -PLANTINGS HAVE OCCURRED OVER TIME. THERE FOR THE APPROVED LANDSCAPING CALCULATIONS WOULD NOT APPLY AT THE PRESENT TIME. ALL EXISTING TREES SHALL BE PROTECTED AND ARE TO REMAIN UNDISTURBED THROUGH CONSTRUCTION. APPROX. LOWEST H AFTER PR ER HOSE _E STRAND 12 GA. WIRE B' P.T. STAKE DRIVEN A 24' INTO GROUND 4. DEPTH MULCH TERING BERM CUT ROPE OR STRING AND PULL BACK BURLAP BURLAPPED ROOT BALL W/ TOP ! GRADE b' DEPTH COMPACTED TOPSOIL TREE PLANTING DETAIL SCALE: N.T.S. EXISTING TREE DRIP LINE —\ DRIP LINE PLASTIC FENCING NOTES: TREE PROTECTION FENCING 514ALL REMAIN THROUGHOUT THE CONSTRUCTION PROCESS. INSTALL 40 INCH HIGH 'INTERNATIONAL ORANGE' PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO COVENTIONAL METAL 'T' OR 'U' POSTS, DRIVEN TO A MINIMUM DEPTH OF 16 INCHES ON 6 FOOT MINIMUM CENTERS. FENCE SHALL BE INSTALLED ALONG THE DRIP LINE. IF FENCING CANNOT BE INSTALLED AT THE DRIP LINE, INSTALL FENCING AS FAR AWAY FROM TRUNK AS POSSIBLE AND STILL ALLOW CONSTRUCTION ACTIVITY. SEE SHEET C2-PH2 FOR THE COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST. 3 TREE PROTECTION DETAIL SCALE: N.T.S. 04 '4 'r iw County of Albemarle .� `� ; Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III -284-111-297 for complete specifications) `'` 1. 7'be foIIowim items sbe ahom on theplan: a 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be save; o 0 Location and type of protective fencing; _ D Grade changes requiring tree wells or walls; Q LU �z� 0 Proposed trenching or tunneling beyond the limits of clearing. � � Uj 2: 6. Markings: 0 Z 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. g 0 No grading shall begin until the tree marking teas been inspected and approved by a County Inspector. Ca 2. Pre -Construction Conference:Ix 9 D Tree preservation and protection measures shall be reviewed with the cofactor onsite. 2. FAIt ODCI'8finn And St Cages � D Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees g to be saved 4 S!LI Erosion and CMrmwntnr Detention iln.,:.,�• 0 Such devices shall not adversely affect trees to be saved. U.��y D Fires are not permitted within 100 feet of the � pe dripline of trees to be saved 7. Toric Materials• D Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. LILJ 9. Protective Fendng; 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by farting. W � ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. �= Z Z Lu 12. TYee Webs: WM 0 When the and level mist be raised within the 00 � dripline of a tree to be saved, a tree well shall be provided and a construction detail Z submitted for approval.(' W �Z 313. Thee Walls: a � O When the ground level na�st be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail § I � Z !Z - submitted submitted for approval. a � � � 14. Trenching and 1tin�li�• y W c� � 0 qg When trenching is fired within the limits of clearing, � � g:--] ���8 � �N azing, it shall be done as far away from the trunks of trees as possible. Tunneling a ¢ Z cr under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destiny feeder roots. 0 re 15. Cleanup:Zgo 0 D Protective fencing shall be die last items removed during the final cleanup. aA �c Q 5�S ~WLC P ii`av a C7 c�i 16 Dsmaoed'Ibees• D Damaged trees shall be heated immediately by pruning, fertilization or offer methods recommended by a flee specialist. LANDSCAPE NOTE: IT LS THE DEVELOPER'S RESPONSlBIL1TY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION PLAN RDQiJIItEMEN'I'S, OVVNER SIGNATURE -� 4.14 E. L( co, fy-Z (46r4,,14- o -tkr- ow &4 IEIQ-) (DATE) —7 CONTRACT PURCHASER SIGNATURE `(. ��►14a��+Ite�tSLDATE) , og REVISIONS: 1-07-06 PER COUNTY COMM ITS OF 12-5-07 1-22-06 PER COMITY ARB RE" 4 -2S -O6 PER COIW ARB WAR 6-12-06 PER CUM ARB REYEW 6-17-06 PER COWN COIMIS OF 6-16-06 DATE ISSUED: OATS PRIMED: -l-5JUN 1 7 2M DRAWN BY: 04ECKED BY KJG 1;?�— PROJECT NO: 3 OF 4 SHEETS SWI a/ RVE m 5, EROSION & SEDIMENT CONTROL PLAN SCALE: 1"=20'-O 0 10 20 40 mmmmild I LEGEND ®SAFETY FENCE 3.01 ©TEMPORARY CONSTRUCTION ENTRANCE E 3.02 ®TEMPORARY RK;HT-OF-WAY DNERSION 3.11 OMULCHMIG MU 3.35 0� r I� �y v ► IT } S ly LU ac O� g2 eL #N d rn 60 �O ;o F-- w'"� z W W m tJ o Z oui zm< Q _< CL an Z 0:5 c cl) a, z E�g ocri I=" � Q EROSM & SEDIMENT CONTROL PLAN 1-07-08 PER COLM" CMUMS OF 12-5-07 1 -22 -OB PER WATY MIB KEW 4-25-08 PER CUW C=073 5-26-08 PFR DKMEERWG OOMMM 6-12-08 PER OMMTY AN REVIEW 6-17-M PER CUTY MOM OF 6-16-08 i,twW 6 -6 - DATE ISSUED: — "-6+7 DATE PRINTED: JUN 17 280 DRAWN BY: KJG CHECKED BY. PRO.ECT NO: ®8 C-4 4 OF 4 SHEETS