Loading...
HomeMy WebLinkAboutSDP199900067 Plan - Approved Final Site Plan and Comps. 1999-05-06_ ____;a�,•s�• a �.=�-. _ .�-�- - — �� �w J � �i ail J J /of / J o a��l a°/ l ,�l LOT 1` LOT 2 r7 l l •gJ 9 / J 9 i y Til 09 e ` 8 �1 -- SW'23'A5'W 19A.w* I= ASIE ]2.00` RIO DISTRICT CURRENT USE: CLEARED PROPOSED USE: OFFICE BUILDING & PRINT SHOP (5030 SF) ZONING: C-1, AIRPORT IMPACT AREA (AIA); SUBJECT TO ZMA 95-23 & 95-25 LAND USE SUMMARY: BUILDINGS: 6,030 SF FOOTPRINT TRAVELWAYS & PARKING: 20,811 SF IMPERVIOUS AREA: 26,841 SF (54.8%) OPEN: 0.51 AC (45.2%) TOTAL SITE: 1.124 AC OWNER/OEVELOPER: GILRAY, L.L.C. CONTRACT PURCHASER: LOUPE, L.L.C. TOPOGRAPHY: ROUDABUSH, GALE & ASSOC, INC. PLAT DATA: THOMAS B. LINCOLN LAND SURVEYOR INC. THIS PROJECT DOES NOT LIE WITHIN THE WATERSHED OF AN ALBEMARLE COUNTY PUBLIC WATER SUPPLY RESERVOIR THIS PROJECT DOES NOT LIE WITHIN THE FEMA 100 -YEAR FLOOOPLAIN MAXIMUM NUMBER OF EMPLOYEES = 24 MAXIMUM BUILDING HEIGHT 35' EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS 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. PARKING SCHEDULE PRINT SHOP (5030 SF): 1 SP/2 EMP = 3 1000 SF OPEN L 1/500 = 2 OFFICE (1: 1000 SF: 2: 5706 SF) : 6706 (1/200 SF NET) = 27 TOTAL REQUIRED: 32 PROVIDED: :39 BENCHMARK: 21" C. OAK BEHIND KROGER 532.02' (RIO HILLS) THE STORMWATER MANAGEMENT AND BMP REQUIREMENTS ARE TO BE MET BY THE KEGLERS REGIONAL BASIN, TO WHICH THIS SITE WILL MAKE A PRO RATA CONTRIBUTION. N272,006..E .. a01 568 .. NEW PAVEMENT MARKINGS: EXTEND MIXED USE LANE FROM ITS CURRENT TERMINUS NORTH OF THE SITE, TO A POINT 150' S(OUTH OF THE ENTRANCE. ENTRANCF f �� //z EXCLUISIVE LEFT TURN FROM THIS POINT TO INTERSECTION OF RT 1417 GENERAL WATER & SEWER CONDITIONS; v ROUTE 1417 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 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN. 15, 1996. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY PLUS 6.5' 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. 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. l PROPOSED 4.5'x4" SIDEWALK & CG -6 114 " /FT— EX FT -- EX 4.5'x4" SIDEWALK & CG -6 �- UD -4 PROPOSED 12' TURN LANE 5" #21-B, 6" BM -2, 1.5" SM -2A TURN LANE TYPICAL SECTION (nts) 1/4"/FT -1.4, 1 PLANNING DEPT . DATE / -- _ -- -44; I / / / / // �� ZONING DEPT. r r DATE / / k d !ENGINEERING DEPT. DATE 254JIMPICTIONS DEPT. DA E FIRE MARSHAL PRIOR - O ISSUING A CERTLF-ICATE OF�CCUPANCY, IF THE ,,RIGHT-OF-WAY FROM I / THE A�JACTNT SPCA PROPERTY HAS NOT BEEN O,S'fAINED ADHD THE FULk!TURN LANE AND TAR -5R CANNOT BE CONSTRUCTED, T EN THE DF NELOPER S�1ALL -,-CONSTRUCT THE FULLjfURN LAI�tE� WIDTH TQ �' FROM T"HE NORTHERN PROPERTY LINE VTH 20' T,AAPER) AND OND THE (SITE POFTION 0)F THE I / TURN DANE AND TAPER. UPeN DEDICt_TION OF T� E RIGHT-OF-WAY FROM THF, -SPCA, THEZDEVELOPS SHALL6MPLETE THE'CONSTRUCTION OF THiE/ ,,TURN LANE/AND TAPE --�� °O4 ' 44 206 40 / 6 °3 ;`3 E 4 L26; 1:' USE: ANIMAL SHELTER - ZONE: R-6 v, ALBEMARLE COUNTY. --a. P C , /A . �' / / / EX STORM DRAIN T. M.P. 45-$ w/ 15 /STORM 6- 20' PARKIN9,SETBA(CK T.M.P. 45-88 EUGENE & ALTHEA ANDERSON ZONE: R-6 USE: RESIDENTIAL 13 50 15' 25% SLOPES 'R (PAI 2' R CG- LLr 520 cu z a o �i 6 ' 2 A CT, 12 m - 1 2' SM -2A C G 11 ti oz 2 E CON 'SIDEWAL517 RrETAIK: D . t34 r, .' • ••: 101 - D ::1ili4L :::::: • ; . . ) 1 x 18 SP m 4,AUlN6 SET/BACK i 5/28/98 U C6 4-J < 0_) �: j C, CD a 15 F- i -50' �BUILDING S BACK Q C cc Lu z S _j ► ply ��/a1i • is ' ' LO G • ACE ca a ED ___ — Q � z w S x. .. • :°a' y O 1st FL: 6030 SF ELEV 51.8.0 ' O 1117 2nd FL. 5706 T=514 0-►� 0 z Q to -T,— t 1 9 W O ,-.- .. Nco -.mer` . ..,.�r%tiV�L'•'�`" _ �,A � . �, , EASEMEr a I WE .. NOW N > W : Z J PULL BACKWL 13 50 15' 25% SLOPES 'R (PAI 2' R CG- LLr 520 cu z a o �i 6 ' 2 A CT, 12 m - 1 2' SM -2A C G 11 ti oz 2 E CON 'SIDEWAL517 RrETAIK: D . t34 r, .' • ••: 101 - D ::1ili4L :::::: • ; . . ) 1 x 18 SP CEMETERY 531 —/ w EX CG -6 • DO a- 4 X a- a 13 EX ARKI G S r C (F)R EXCLUSIVE SE 0 LOj cc Lu F -A cm fl- , a __ _ _ 532 • o 1 F"3 • • • • X Z U ® 349'. . • • -- La _ 4 ._ + • • • o T.M.P. 5-10 C2 En ' oci GIL AY, L.L. T. M. P. 45-90 1 x �- \ �� r ZON : C1 CHARLIE GENEVA ANDERSON 231 USE PA KING LOT ZONE: R-6 USE:RESIDENTIAL , ux 230 oto • ART i l�ii":•gid Er CROSSI G Li i P' • DATE ADDITIONAL R/W REQUIRED REPLACE CG -6 & SIDEWALK EXTEND 115 " RCP & RELOCATE DI IN N 'Vo URB L N Vr! t1 -Y 1. ir t4 ! 0 07 Cc 0 r Ct Q x z � W CD ca LL 0 a CE Go 0 0 O _z X Li + r N r UVA CREDIT 1 UNION J i MAY 0 13 1999 QOM �LpNMING ANS (� NITY oEVELOpMENT I(� I , �cc I �V IH OF W, THOMAS MUNCASTER, JR. CERT. NO. 16242 c 9� m k 5/28/98 U C6 4-J < 0_) �: j C, CD a 15 F- i SCALE Q C cc Lu z iJ _j 0 M J ccQ s ply ��/a1i v • is ' ' LO G • ACE ca a ED ___ — Q � z w S x. .. • :°a' y O 1st FL: 6030 SF ELEV 51.8.0 ' O 1117 2nd FL. 5706 SF ELEV 532'.0' 0 z Q to -T,— t 1 9 W O <x Nco < o N > W : Z J PULL BACKWL azz �e0L N z (V + W W _5—FFx GV �BLOW TO P Ta F SLOPE TNIN ALL 5 31 cu _j 3 Q ` t - (D 1 WkC(�NC z rnco 'S E.WALK . C 1`2 ° t': rn w CEMETERY 531 —/ w EX CG -6 • DO a- 4 X a- a 13 EX ARKI G S r C (F)R EXCLUSIVE SE 0 LOj cc Lu F -A cm fl- , a __ _ _ 532 • o 1 F"3 • • • • X Z U ® 349'. . • • -- La _ 4 ._ + • • • o T.M.P. 5-10 C2 En ' oci GIL AY, L.L. T. M. P. 45-90 1 x �- \ �� r ZON : C1 CHARLIE GENEVA ANDERSON 231 USE PA KING LOT ZONE: R-6 USE:RESIDENTIAL , ux 230 oto • ART i l�ii":•gid Er CROSSI G Li i P' • DATE ADDITIONAL R/W REQUIRED REPLACE CG -6 & SIDEWALK EXTEND 115 " RCP & RELOCATE DI IN N 'Vo URB L N Vr! t1 -Y 1. ir t4 ! 0 07 Cc 0 r Ct Q x z � W CD ca LL 0 a CE Go 0 0 O _z X Li + r N r UVA CREDIT 1 UNION J i MAY 0 13 1999 QOM �LpNMING ANS (� NITY oEVELOpMENT I(� I , �cc I �V IH OF W, THOMAS MUNCASTER, JR. CERT. NO. 16242 c 9� m m k 5/28/98 U C6 4-J < 0_) CHECKED IBY C, CD a _j F- i SCALE Q C cc Lu z iJ _j 0 M J ccQ s ply ��/a1i v q ca a ED Cf �• Q � z w S t—! cr m m TM 5/28/98 U DATE 4-J < 0_) CHECKED IBY O CD EDIT _j F- i SCALE 0 C cc Q z _j U _j P_q U n Cf d F_ � z w S t—! cr O Cl) f O U O 1117 U < z 0 z Q z t 1 9 W O <x Nco < N > S� z Z azz �e0L N z (V pitD cu 3 Q t - (D Lo z rnco rn m rn w (o Q CU lT p tD m z w a c.1 a z z o z z co m I f 10 a cu m o0 N z h w Cu W in ., Lu ¢ w z ¢ & 0! i w 1 f i m a -J w v m cv z m m TM 5/28/98 U DATE 4-J < 0_) CHECKED IBY O CD EDIT _j F- i SCALE 0 C cc Q z _j U _j P_q U n Cf d F_ o n t—! cr O Cl) U 1117 �n < z 0 L t 1 9 O <x 0 < DESIGNEDBY DATE TM 5/28/98 DRAWN BY DATE TM 5/28/98 CHECKED IBY DATE FILE EDIT printsrc - SCALE 1: 20 DRAWING 1: 1 PLOT PROJECT — �0F1' SHEET NO. r SZ � C4 d5 r. r, .zrcID a esboro LANDSCAPE & GARDEN CENTER P. O. Box 717 0 2032 West Main Street • Waynesboro, Va. 22980 • Phone: 540/ 942-4646 0 540/ 942-5194 PLANT LIST — WOIODBROOK LOT 3 Key Qty.. Size Variety. Canopy -Sq. Ft WO 6 2 %2" cal Quercus phellos 380'/2,280' Willow Oak ' S 5 2 %2" cal Liquidambar styraciflua rotundiloba 424'/2,120' Seedless Sweet Gum C 3 Z' Lagersroemia indica 206'/ 618' Crepe Myrtle 1 20 3 g Ilex glabra Inkberry H 24 3 g Ilex burfordii nana Dwf Burford Holly B 9 3 g Buddlea Butterfly Bush J 1 4' Juniperus chinensis Torulosa Juniper SP 15 3 g Spirea bumalda S C Dw 3 t J Cu REs�a�YP���s L.YLA �li Total Site 48,962 sq. LC-yLA�►Q Cy�Pjzd$S 10% required canopy 4,895 sq. ft. Canopy as proposed 5,018 sq. ft. PLANNING DEPT. DATE RECENCU Planning Dept. s ZONING DEPT, DATE W 7 ENGINEERING DEPT. DATE _ � 2 F g�� .ta INSPECTIONS DEPT. DATESCALE:/r e APPROVED BY: DRVN.BY N`3°2l>�< DATE: REVISED �y c AR ACSA DATE -r REV ffiv FIRE MARSHAL DATE DRAWING NUMBER Type............................................................................................................... FEATURES Catalog number ...................................................... ................ HOUSING - Rugged, ,063" thick, lightweight, aluminum .... rectilinear housing. All seams are continuously welded for Arm -Mounted Rectilinear Cutoff Lighting weather -tight seal and integrity. Standard finish is dark ' bronze (D08) polyester powder. Other powder architectural KSF1 250M AO colors available.� 11 DOOR FRAME - Naturally anodized, extruded, aluminum door frame with mitered corners is retained with (two) .188" diam- 25OW METAL HALIDE eter hinge pins and secured with (one) quarter -turn, quick release fastener. Weather-proof seal between housing and 15' to 25' Mounting door frame is accomplished with an integrally designed, ex- truded silicone gasket that snaps into door frame. LENS -125" thick, impact -resistant, tempered, glass with ther- mally -applied, silk screened power door shield. MOUNTING -Extruded, 4' aluminum arm for pole orwall mount- Standard dimensions ing. Shipped in fixture carton. Optional mountings available. EPA: 1.5 ft2 (.14m2) (includes arm;t) OPTICS - Reflectors are anodized and segmented for superior Length: 22 {55.9) uniformity and control, which allows the flexibility to mix dis- Width: 16-3/16 (41.1) tributions without compromising the overall lighting job, Re- Depth: 7-1/4 (18.4) flectors attach with toeiiess fasteners and are rotatable and Weight 35 lbs (15.9kg) interchangeable. Three cutoff distributions available: Type Arm:4 {10.2) 11 (Roadway), Type III (Asymmetric), Type IV (Forward Throw). ELECTRICAL SYSTEM - Constant -wattage autotransformer bal- 7 last. Ballast is copper wound and 1006lo factory tested. Re- movable power door and positive locking disconnect plug, D SOCKET - Porcelain, horizontally-oriented, mogul -base socket with copper alloy, nickel -plated screw shell and center con- tact. UL listed 15GOW-60OV. LISTING - UL 1572 listed forwet locations. Listed and labeled to -Arm L comply with Canadian standards (see options). All dimensions are inches (centimeters! unless otherwise specified. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order Example: KSF1250M R312D SPD4 SF DDS accessories as separate catalog number. KSF1 250M - Series Voltage Mountings Options KSFS 250M 120 SP04 Square pole (4' arm) Shipped Installed In fixture Architectural Colors (powder finish):)s Y081 ndard 3 SF Single fuse (120, 277,347V, Standard Colors Distribution 240' SP09 Square pole (9' arm) n/a TB) DDB Dark bronze (standard) Y77 RP04 Round pole (4' arm)3 OF Double fuse (208, 240, 480V, DWH White RZ IES Type 11 Roadway n/a TB) � 347 RP09 Round pole (9' arm) DBL Black 8801 WW04 Wood pole or wall (4" arm)3 PER NEMA twist -lock receptacle Classic Colors rR4IES Type IV Forward only (no photocontrol) Throw TB2 WW09 Woad pale or wall (9' arm) DMB Medium bronze ORS Quartz restrike system (75W W804 Wall bracket (4' arm) max) (lamp not DNA Natural aluminum NOTES: W609 Wall bracket (9' arm) included,120V only) DSS Sandstone 1 Consult factory for availability in Canada. MB Mounting bracket EC Emergency Circuit DGC Charcoal gray 2 Optional multi -tap ballast (120, 208, 240, 277V). (120, 277, 347V in Canada), IJARM When ordering KMA, DA12 CR Corrosion -resistant Finish DTG Tennis green 3 The Sm. RP09 or VM09 must be used when two or CSA Listed and labeled t0 DBR Bright red more luminaires are oriented on a%* drilling pattern. OPTIONAL MOUNTING comply with Canadian 4 May be ordered as accessory. standards. DS8 Steel blue 5 Additional architectural colors available; please see (shipped separately) paint brochure. OAl2P Degree arm (Pole) Shipped aratel 6 For arm mounting, refer to technical data section in DA12WB Degree arm (Wall) pp se p the Monarch binder for drilling template: KMA Mast arm adapter PE1 NEMA twist -lock PE (120, 208, Mounting OptionDrilling Temolale 240V) KTMS Twin mounting bar SPxx fiPxx DA12P 5 PE3 NEMA twist -fork PE (347V) ws-xx, DA12WB 6 PE4 NEMA twist -lock PE (48OV) WWxX 7 PE7 NEMA twist -lock PE (2771J) Accessories: Tenon Mounting Siipfitter SC Shorting cap for PER option rder as separate catalog number. Number of fixtures KSFIHS Nouse side shield (R2,R3) Tenon O.D. One Two®180° Two@90°2 Three@120° Three@9012 Four@90'2 KSFiVG Vandal guard 2-3/8' T20-190 T20-280 T20-290 T20-320 T20-390 T20-490 2-7/8' T25-190 725-280 725-290 T25-320 T25-390 T25-490 4' T35-190 T35-280 T35-290 T35-320 T35-390 T35-490 fA L/Thr©.NSA LAGHT/NG SPECIFICATION OUTDOOR LIGHTING 700-KSF3 T 2 151E 12.00' RIO DISTRICT CURRENT USE: CLEARED PROPOSED USE; OFFICE BUILDING & PRINT SHOP (5030 SF) ZONING: C-1, AIRPORT IMPACT AREA (AIA); SUBJECT TO ZMA 95-23 & 95-25 LAND USE SUMMARY; BUILDINGS; 6,020 SP FOOTPRINT TRAVELWAYS & PARKING: 20,811 SF IMPERVIOUS AREA: 26,841 SF (54,8%%%) OPEN; 0,51 AC (45.2%%%) TOTAL SITE, 1.1.24 AC OWNER/DEVELOPER; GILRAY; L,L.C, CONTRACT PURCHASER: LOUPE, L.L.C, TOPOGRAPHY: ROUDABUSH, GALE & ASSOC, INC, PLAT DATA: THOMAS B. LINCOLN LAND SURVEYOR INC. THIS PROJECT DOES NOT LIE WITHIN THE WATERSHED OF AN ALBEMARLE COUNTY PUBLIC WATER SUPPLY RESERVOIR THIS PROJECT DOES NOT LIE WITHIN THE FEMA 100 -YEAR FLOODPLAIN 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, PARKING SCHEDULE PRINT SHOP (5030 SF): 1 SP/2 EMP = 3 1000 SF OPEN 0 1/500 = 2 OF"F"ICE (1: 1000 SF; 2: 5706 SF) : 6706 (1/200 SF NET) = 27 TOTAL REQUIRED: 32 PROVIDED: 39 BENCHMARK: 21" C, OAK BEHIND KROGER 532,D2' (RIO HILLS) THE STORMWATER MANAGEMENT AND BMP REQUIREMENTS ARE TO BE MET BY THE KEGLERS REGIONAL BASIN, TO WHICH THIS SITE WILL MAKE A PRO RATA CONTRIBUTION, PLANNING DEPT, ZONING DEPT, ENGINEERING DEPT INSPECTIONS DEPT ACSA FIRE MARSHAL 451W 337.69' LOT 3 NEW PPiVEMENT MARKINGS: EXTEND MIXED USE LANE FROM ITS CURRENT TERMiDOUS NORTH OF THE SITE, TO A POINT 150' `OUTH OF THE ENTRANCE, OPEN: 0,51 AC (45,2%%%) m DATE tale: 3"• 16.96�B6 Ft, Pro lac} fb: m h m SVDHft00K.p&I Dmie< p4 -k5-1999 !(�LtH 11-2%%%) 0� OPEN: 0,51 AC o DATE m N N � r2 OPEN: 0.51 O &3(45.2%%%) � DATE 0 ( W, THOMAS MUNCA,STER,, JR, " 0 0 CERT. NO, 16,242 OPEN: 0,51 f (45.2%%%) Z DATE 0 Z r w ,OPEN: 0,51 EAC( a %) FESS1ON�l. Ln DATE YW 1C �?5%%% SLOPES DATE 0 w 'N I AIN(- I YF -r I ('(Al \"F L I I ()IN (n1- PROPOSED 4.5'x4" SIDEWALK & CG -6 EX 4,5'x4" SIDEWALK & CG -6 1 4 /f - �URN ANS zr-XID-41-=E�-T-__n�\� r UR4N LANE TYPICAL SECTION (nts ) J PROPOSED 12' TURN LANE 5" # 1-B, G" BM -2, 1,5" SM -2A TURN LANE TYPICAL SECTION (nts) LUMINAIRE r A -------------- KSF-25OM-R3-HS CAD SYMBOL : SRD2.SYM CAD SYMBOL SIZE_ : 3 FILENAME ; D,\PHOTOM-I\LITHONIA\MONARCH\MONARCH\POSTTOPS\KSF\9302170i,IES LUMENS = 200003 LLF = 79 SPIN = 0 IESNA91 [TEST] 11933021701 IMANUFAC] LIT:'HONIA ARCHITECTURAL OUTDOOR (LUMCATI KSF:2 250M R3 -HS (LUMINAIRE] TYPPE 3 , SHORT , CUTOFF WITH HOUSESIDE SHIELD ILAMPCAT] M25io/U [LAMP] 2501 WATT METAL HALIDE [OTHER]Version: 10/1/96 - 12:00:00 TILT NONE LAMPS a i LUIMENS/LAMP 20000 PHOTOMETRIC TYPE - 1 WATTS - 295 LUMINOUS DIMENSIONS (FEET) :WIDTH = 1.4 LENGTH = 1.4 HEIGHT = 0 FACTORS • MULTI]PLIER = 20 BALLAST 1 BALLAST -LAMP = 1 NUMBER OF VERTICAL ANGLES 29 0 TO 90 DEGREES NUMBER OF HORIZONTAL ANGLES = 21 0 TO 180 DEGREES LUMINAIRE i B_-`--- ---- KSF2-25OM-R4 CAD SYMBOL SRD2.SYM CAD SYMBOL SIZE 9 FILENAME ; D:\PhHOTOM-1\LITHONIA\MONARCH\MONARCH\POSTTOPS\KSF\93042103.IES LUMENS - 20000 LLF = 79 SPIN = 0 IESNA91 [TEST] 119042103 1MANUFACI LITFHONIA ARCHITECTURAL OUTDOOR ILUMCAT] KSF22 250M R4 (LUMINAIRE] TYPEE 4 , SHORT , CUTOFF CLAMPCATI M25C0/U [LAMP] 250 WATT METAL HALIDE [OTHER]Verslon: 10/1/96 - 12:00:00 TILT -NONE LAMPS = 1 LUMMENS/LAMP = 20000 PHOTOMETRIC TYPE = 1 WATTS = 295 LUMINOUS DIMENSIIONS (FEET) :WIDTH - 1,4 LENGTH - 1.4 HEIGHT - 0 FACTORS • MULTIPLIER - 20 BALLAST -I BALLAST -LAMP - i NUMBER OF VERTICAL ANGLES = 29 0 TO 90 DEGREES NUMBER OF HORIZONTAL ANGLES = 21 0 TO 160 DEGREES PLANE : - _ - _---_---- POINT SPACING LEFT-TO-RIGHT = 10 -ft POINT SPACING TOP -TO -BOTTOM = 10 ft LOWER LEFTHAND CORNER OF PLANE; X = 304,03 Y = 26,22 Z = 0 UPPER RIGHTHAND CORNER OF PLANE: X = 509,06 Y = 246,91 Z = 0 LIGHT METER IS NORMAL TO PLANE AVERAGE fc = 89 MAXIMUM fc = 6.05 MINIMUM fc = 0 AVERAGE/MINIMUM = 0 MAXIMUM/MINIMUM = 0 TOTAL NUMBER OF POINTS = 502 OBSTRUCTIVE SHAPE : LOT 3 ------------------------------ HEIGHT = 35 TRANSMITTANCE = 3 REFERENCE POINT: X = 981,33 Y = 80,63 Z = 0 M 7--d N O \O GER VICINITY MAP 1" = 2000' ------EL _____ E`> LUMINAIRE LOCATION SUMMARY }�� COORDINATES IN FEET --- LUMINAIRE AIMING COORDINATES C�}V N0. LABEL X-COORD Y-COORD Z-COORD ORIENT TILT LT X Y 2 Q 1 A 327.35 123,33 20 0 0 827.85 123,33 0 2 A 363.63 178,07 20 271 0 368.63 178,07 0 .4 8 A 451.17 179,18 20 270 0 451,17 179, 1B 0 4 3 48446 135.83 20 143 0 484,46 135,83 0 5 A 457..87 68.38 20 237 0 457.87 63,36 0 6 A 335.81 52.09 20 323 0 335.81 62.05 0 A: TOTAL NUMBER OF LOCATIONS = 5 B: TOTAL NUMBER OF LOCATIONS = 1 F , AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED - i 25 CV �\ Q0 ADDITIONAL R/W REQUIRED SSD IONAL R/W REQUIRED LEC _: G6- 5& 8S ISqFDD_ K 0 0.01 0,02 0,02 0,01 0.01 0.00 O,D1 0,02 O,D2 0,03 0,00 0,02 D. 0,01 0.01 0,02 0.00 0,03 0,00 0,0 : 0,0 01 0.01 .01 0,02' 0103 /0,08 0,02 0,01 0,01 0,01 0,03 0,05 0,07 0,06 0,05 0.02 D.02 0,02 0,.08 0,05 0,06 0,Q �, 4 Q 0, 1 0!.01 N61%%d04'44,,W 206,40' �Al J 2ii 5 �� XTEND 15" RCP & LTER 26 1' 0,0 .o, 05 06 0,06 0,03 0,01 0,02 0,02 0,05 0:10 0,12 0,11 0,09 0. 4 0,03 0 0'4': x,04: 7 0,10 0;09 O, 6 0. 4 �W l7'1J1 LINE TY S , P , C : A A. EX STORM DRAiN(o 20'L_RA S T w/ 1'5' STORM :.�:. :: _ 0,0 0,08 D, 4 ,'r,I�CKO,QA�J1S'C19 0,19 a, 18 o,i :•'hal?. 0:Cl°B' 0.-11,.` 0 ,.:;Q:,:14 0 0; 0 0 20' PARKING SETBACK--,' 0,07 0,11 0.15 0,12 903513LP1LC I N 9 C! �F__T (W 0,21 0,28 0,27 0,16 0 0', :1,:":, i ':::':: c1:4:::,0 17•;`t7 = y1.5;:'::: 1G11,la tcl.: > T,M.P, 45 -BO 0,10 0.16 .21 0.13 0,1 0,14 0,09 0,13 0,15 0,24 0,37 0,34 0 ;0:":0::;'=: �,8: �' C7; ::::�. ::: 2 12 CO, 4 0, 2 ROUTE 141 - -' EUGENE & ALTHEA ANDERSON -: z 1) III -3C S :/ ZONE: R --b -� 1 �- -� 0,1 8 42 0,43 0,67. 0.41 � 0,36 0,07 0 0 x_._17-._ - 0:; S 82 0,68 0,60 �4- 1 0. 4 2 USE: RESIDENTIAL =6A"� I I- ` r c7� 0 1 �� �!8 , IUU " c� O l° _- x as � tt) RP.N Z 0,25 0.54 8,0 A EA E T Uj 1,04 13 0,06 00.01 6R DJ ACENT 0 7 I-3 kk Q _( = 5 7 , 0 , H V) �. Q 0. 9 0 2, 1� 5, 4:93 193 44'5`7 07 2,52 2, 9,91 4191 2, 3111, 51 29 2:0 0:08 � 0,02 Y 0,®G LOPiilSLOPE8,025iio S ® 1 f l 1-, .gin n �� f n nn I! v' tta --, n � r .✓"•'-f r] - r-7 a � n n n r n n -� n _ n n c n 4 U Z_ "- L .1 `t , I L J LUJZ_ J I 1, Q `t 1 U0 1 7 J ___M 1 U 1 - , CE LJ L 7 1 G 0 `t 0j 1. `t 0 1 C1 U 7 --,,vL v , U --t , J J U, O U U , L tj" .- , U J U 1 w rig W ) �t 5" 21A 2" SM -2A 8 C -12 �_ 1 1 z �a 0, 4 16 14, 1,62 1.48 0,51 0,52 1,106 1,52 1,42 1,61 73 1,18 2, 3,.86'3;49 0 2 06 60 0. L 0,04 ,01 O 5. 0 A_ O CONCR TE T I 1 0..42 1 E 44 2,6 1,03 0,56 0 2,03 2, 8; �.. 0,21 1 0,0 0,01 W WALL A�' ____ • � O 0 , 1 0, 19 1 HE 2 0, 91 0, 76 0 .`22 p D 'Ag/' ,.59 . 0., 97 : 1, 30 0 '5. D, 12 40,.. 01 0.01 0,01 1--- -' -,'D'-: - ,. .'•-,.° •� � 1. H 3 , U, 12x25' p 0. 9 0.21 1 1, - ADF�,; 1 (5'yU71�. 0 0, '01,0,01 0,01 20 20' h 30 0' PSI a. (�• [� CO C PAD p1�1 O L1 p 0,10 0.2.0 0 ~ BQPM V964S ,,44.EI 0•..28 U01 5.'0;01 ,0 0,02 0,01 Ln 0, i 1 0,18 0 5 2,8 59 ��.0,01 1 0; 3 0,0 0,0 0,(01 X ;j W x - J 0) t� -- __ 0, 8 7,24 0, 8 �N AT H E P2II NG1 °ASL 0,01 03 0.0_G 0,0 0 0 0,02 c� M (r; ;� 1 i p• 4 8 2. 9 6 1'9 �7'1�AL,.2'C�. ` 24. °°,0'.74°' 0 FZy1S� L SNE E:� 0.06 06 1 0.011 0 5 0,02 CEMETERY PART OF Wo D ROOK = QLn EX CG -6 ooNc PA 5 0 a) CROSSING LOT 2 0, 3 0,19 0,27 0, 4, 2 Z,0-3 2.46 a_1,, E' _iRKT S 90 1,92 NC �, 13 1:78 0,41 a, C] 0, 10 11 M1 0.1 0 6 0,02 (- z (F R E> CLUS VE SE 0 LO bNC PA ONC N (Y Q) O I o\o 0, 1 0,18 0A 1 46 1 01 x.38 .27 -0,3':6 0,64 1,16 1,89 2,192 ,36 64 0,86 .19 18 0,11 0 06 0,02 y. EXISTING FIXTURES i 0 { I 11 0: 5 0,38 1 Z3 .79 0:76 0 86 l__,22 ,14 0,116 0,23 0,27 0,35 0,74 0,93 1, 3 4,69 1 0,65 (0,55 0, 0,11 0105 0101 `l v a _ 1 Lj .0 _ --_ 0.28 0,69 2, 0 0. 0 0.16 Q 56 0,99 0, E 9 2 30 :1.38- 0,5Q 0, 4 0.08 ,03 0,01 _ATE (� ,y ( `' T, . M , P , 5-109C2 o x 4 mCL GI AY, L.L,C, �f w T,M,P. 45-90 0,32 70 .74 1.05 (o. 3 0.13 U •07 ,04 0�' 0.0 x SZON,i08C 22 0,2 0, 0 1 1812,2.8 -1,57 0,62 0. 8 0,06 ,01 0.01 CHARLIE & GENEVA ANDERSON °� " USE PA KING LOT _ 231 ZONUSE: REST X OD 280 2 DENTI:AL l: 11 E_ i I I I 5 I I I 11 1 1 I f 1 w IIV CREDIT UNI0[\0 PLANNING AND COMMUNITY DEVELOPMENT pb,t�t: WOODBROOK CROSSING LOT 3 m CCI tale: 3"• 16.96�B6 Ft, Pro lac} fb: m h m SVDHft00K.p&I Dmie< p4 -k5-1999 Drg5Vln6: m JPtt, LC PLANNING AND COMMUNITY DEVELOPMENT M DATE m m Fnn-��I DATE L� m h m i W 11 I M M W m printsrc v� o m SCALE 1 :20 o 1.1 m N N PROJECT - Q I Il I i 0 w -� rynn // H 7 � r r U°1 0 f " 0 0 U IL U J Z 0 0 Z r w M DATE m m DRAWN BY DATE U 5/28/98 CHECKED BY DATE W EDIT printsrc - SCALE 1 :20 DRAWING 1.1 PLOT PROJECT - 0 F {1 U II 4 Q Z " > U IL A F r W 0 Z r w H U Ln YW 1C Z z 0 0 w n F ---i I M Ld � L 0 X 0 0 U LD Z M W Z 0 O] H N H W L9 Z z O N W N 0 In Z CO m 1 � � m w H h W U N H N ! Fl p1 Ol tD a Z {- h h 0a (7 r Z w a U 0 r_ L-9 o F Z r Z M Z G) � Ld Z u Z IL IL o 0 LJ 1-4 W w w l9 Ll H Z Z w H Q t N t-4 J 0 H Z W IL L 0 d n] N Z M DATE m 5/28/g8 DRAWN BY DATE U 5/28/98 CHECKED BY DATE rn lJ ' EDIT printsrc - SCALE 1 :20 DRAWING 1.1 PLOT PROJECT - 0 F {1 U II Q Z " > U IL A < W 0 Z E f` H U Ln YW 1C 0 0 Q n F ---i I M Ld � L 0 X 0 DESIGNED BY DATE TM 5/28/g8 DRAWN BY DATE TM 5/28/98 CHECKED BY DATE FILE EDIT printsrc - SCALE 1 :20 DRAWING 1.1 PLOT PROJECT - 0 F {1 SHEET NO,