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ARB200800139 Plan - Revision 2009-04-28
022�� 81 16, L I M E H 0 U S E • 946 GRADY AVENUE #27, CHARLOITESVILL6, VA 22903 PH: 434-293-8537 FX: 434.295.3536 E: lime hs@ earth link.not KEY PLAN ROU"F PLAN C. OVER SHEET APRIL 28,20091 C\1 >i LLJ z w < U cc M <C) Z 0 < KEY PLAN ROU"F PLAN C. OVER SHEET APRIL 28,20091 .w 0 U a C_ EL 01 2. 3. 4. 5. 6. 7. B, 9. 1 e 'IN 111;11_0);kjJ_0t1JU�T�1MV -sum PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORATION (VOOT). THIS PLAkN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WIHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRIUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDiS OF =-0°.D.4.T. 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 OTHER CONSTRUCTION. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN INi THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEE:MED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRiGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE RE=INFORCED CONCRETE PIPE CLASS III. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PARIT 1926 ). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECIT AND REPORT ALL INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARE:S ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING 01STRICTS SHALL NOT EXCEED ONE HALF (1/2) FOOT CANDLE. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N--12 CORRUGATED POLYETYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PBI -1, ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STAITE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 33,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. 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 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. 3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE: CURRENT EDITION OF GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 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 FEET 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. S.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TMP 60F� 3 * terial Di*strict Jack Jouett Magis Ap:n*1 r OWNER : CKW 2, LLC, 104 WEST LITTLE NECK ROAD VIRGINIA BEACH, VA. 23452 I. The Owner shall install a permanent 5 -bike bicycle rack as shown on the revised plan entitled, General Development Plan page 2 of 4 , dated 1-19-07 and last revised 2-25-08, hereinafter referred to as the Plan . Installation of the bicycle rack shall be completed prior to the issuance of the certificate of occupancy for the building to be erected on the property. 2. The Owner shall construct one bins shelter as shown on the Plan with the dimensions as follows: nine foot (9 ) - wide shelter with six foot (6 ) all metal bench with back. Construction of the bus shelter shall be completed prior to the issuance of the certificate of occupancy for the building to be erected on the property. If VDOT and the County transportation planner do not determine the location of the bus shelter prior to final site plan approval, then upon the subsequent determination of the shelter location by VOOT and the County transportation planner, and upon written request by the County, the Owner shall construct the shelter and metal bench in the selected location at its sole expense, but not to exceed seven thousand eight hundred dollars ($7,800). The Owner shall complete construction of the shelter and bench within 90 days after the date of the written request by the County. 3. Each building to be constructed ion the property shall be rated a minimum of Certified (or demonstrated to the County s Director of Community Development s satisfaction to be eligible to receive such certification) under the LEED- NC Green Building Rating System for New Construction and Major Renovations, Version 2.2 (October 2005) or the LEED Green Building Rating System -for Core G Shell Development, Version 2.0 (July 2006), as applicable (collectively, the LEED Compliant Commercial Space ). Prior to issuance of the building permit for any proposed LEED compliant space, the Owner shall provide to the County Director of Community Development a certification from a LEED certified architect that such space, if constructed in accordance with the building plans, is designed to achieve the minimum Certified rating under LEED provdded in this Proffer 3. Before the Owner requests a certificate of occupancy for any building for which a LEED certifiedf architect rendered such a certificate, the Owner shall submit to the County s Director of Community Development a written statement from the architect that the building was built to the plans on which the opinion was based. For each buildiing containing LEED compliant space, the Owner shall provide a copy of the LEED certification to the County's Director of Community Development within one (1) year after the date the certificate of occupancy was issued for that buildling. 4. The preliminary and final site plan shall delineate the Conservation and Preservation Areas on the property. The Owner shall replace trees that must be removed in Conservation Areas. Replacement shall be two (2) trees of similar species or quality for each removed or destroyed tree. All tree replacement shall be in accord with the final landscape plan for the final site plan for the Property; The Owners obligation to replace trees within the Conservation Areas shall be completed within the following planning season. The trees to be replaced must be in excess of 12 dbh and shall be replaced with trees of the same or a similar species or quality of not less than 2.5 dbh, as determined by the County s Director of Community Development. TOTAL SITE AREA : 1.051 ACRE PRESENT ZONING : NMD Neighborhood Model District (ZMA 2006-14), Entrance Corridor PROPOSED USE : PROFESSIONAL OFFICES PARKING SCHEDULE: J2,000 sf x 0.8 = 9,600 sf net 1 space per 200 sf net leaseable area PARKING REQUIRED : 48 SPACES & 3 SPACES FOR ADJACENT PARCEL TO THE NORTH = 51 TOTAL SPACES PARKING PROVIDED : 52 SPACES TOTAL BUILDING COVERAGE: 6,775 S.F. 15% TOTAL IMPERVIOUS COVERAGE : 20,880 S.F. 46% TOTAL OPEN SPACE (GREEN SPACE): 24, 908 S.F. 54% BOUNDARY: DOMINION DEVELOPMENT RESOURCES, LLC. TOPOGRAPHY: DOMINION DEVELOPMENT RESOURCES, LLC. THE SITE IS LOCATED WITHIN SOUTH FORK RIVANNA RESERVOIR WATERSHED MAXIMUM BUILDING HEIGHT: 2 -stories, 50' (measured at the front fagade). 3 -stories, 60' (measured at the back to include basement) THE SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN LIMITS MAXIMUM NUMBER OF EMPLOYEES: 40 MAXIMUM SQUARE FOOTAGE FOR COMMERCIAL USE: 9,516 sf FRONT SETBACKS ARE IN ACCORD WITH THE APPROVED ZMA CODE OF DEVELOPMENT LOADING SPACE IS IN ACCORD WITH THE ZMA ADMINISTRATIVE APPROVAL OF DUMPSTER PAD WAIVER (6/5/08 email) PROPOSED TRAFFIC: 11 vpd/1000 sf gross floor area = 11 x 12 132 vpd (ITE 7th Edition; General Office Building - 710) n SHEE'" INIDEX INDEX TITLE SHEET TITLE COVER SHEET FINAL PLAN C-3 LANDSCAPE PLAN 1 LIGHTING PLAN C -4A LIGHTING CUT SHEETS c-5 EROSION CONTROL PLAN Department of Community Development Planner/Zoning Engineer !Building Official Architectural Review Board Fire Official Albemarle County Service Authority ;Virginia Department of Transportation aC4 cc IN > o U') QN_NdJQ 00 u�<6> Z '� lid afl aC4 cc IN SHEET SHEET NO: 1 OF 5 U') 00 Z C n co 4 -JC> U � a ; v ro 0 CL cc, z ,y M C a c < Cn < CL 4W C c SHEET SHEET NO: 1 OF 5 U') 00 C n co 4 -JC> U � a ; v ro 0 CL cc, ,y M C a c < < CL 4W C c Cnca a o CO L) LO unro r, U n C Cn (D SHEET SHEET NO: 1 OF 5 n 2 TREES TO BE REPLACED FOR EVERY TREE REMOVED IN THE CONSERVATION EASEMENT IN IN ACCORDANCE WITH PROFFER 4 ON SHEET #1. (2) ZELKOVA SERRATA "GREEN VASE' 3 1/2" CAL. 95, LL2AITS OF oe AAQ.i-"DISTURBANCE OR AINAGNE 1 1 ! I I 1 1 I 1 1 i ! 1 1 1 ! � � t � t f EXISTING TREES \i i TO REM��N IN t PRESERVATION AREA ! S � 4 / � / NOTE: 6 TR,EE5 12" t/ nM nnr- A "MMM 7 Ai 'rUC �[ O ! TREES 12" OR \ 1 GREATER TO BE 1 I REMOVED IN ` ! CONSERVATION , I EASEMENT 1. 15" Hickory t 2. 12" Poplar t 3. 12'' Poplar 4. 12" Maple THUJA OCCIDENTALIS 'EMERALD' 3-4' — 5. 12" Maple 6. 15" Maple (3) ILEX X 'PATRIOT' 7-8' (HOL LAGERSTROEMIA X ' NATCHEZ' MULTI—S1 EMMED 7-8" (CREPE MYRTLE) VIBURNUM PRAGENSE 4-5' EAGLE BAY DIAMOND PRO RETAINING WALL COLOR - BLUE RIDGE RANGE WL�EASEMENT (PRUNE UP LOWER BRANCHES) PROPOSED /ARIABLE WIDTH RWS14 WATERLINE EASEMENT ILEX CRENATA 'GREEN LUSTRE' 24" (HOLLY) (4) ZELKOVA SERRATA "GREEN VASE' (ZS) 31/2" CAL. PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME C HEIGHT REMARK AREA(SF) CANOPY AOTAL ARE4 T T SHADE TREES ZS 8 ZELKOVA SERRATA 'GREEN VASE' Green Vase Zelkova 3.5" GB 6 GINKGO BILOBA 'PRINCETON SENTR rinceton Sentry Ginkgo 3.5" 4a 6 Willow Oak 3.5" Z 6 Red Maple 3.5" C ORNAMENTAL TREES 2 LAGERSTROEMIA X 'TU,SKEGEE' Tuskegee Crepe Myrtle 7-8' 3 LAGERSTRDEMIA X 'NATCHEZj Natchez Crepe Myrtle 7-8' CONIFERS THUJA OCCIDENTALIS ' EMERALD' Emerald Arborvitae 3-4' S' OC BROADLEAFEVERGREENS 6 ILEX X 'PATRIOT' Patriot Holly 7-8' 44 ILEX CRENATA 'GREEN LUSTRE en Lustre Japanese Holly 24" 3' OC 19 VIBURNUM PRAGENSE Prague Viburnum 4-5' S' OC RUNUS LAUROCERASUS 'OTTO LUYKEWtto Luyken Cherrylaureh 24" 3 DECIDUOUS SHRUBS GROUNDCOVER NES d LIRIOPE MISCARI 'BIG BLUE' 1 gal ILEX CRENATA 'GREEN LUSTRE' 24" (HOLLY) (typ) LAGERSTROEMIA X 'NATCHEZ' MULTI—STEMMED 7-8' (CREPE MYRTLE) EAGLE BAY DIAMOND PRO RETAINING WALL COLOR - BLUE RIDGE RANGE (6) GINKGO BILOBA 'PRINCETON SENTRY' (GB) 3 1/2" CAL. FEMALE GENDER GINKGO TREES WILL NOT BE USED PRUNUS LAUROCERASUS 'OTTO LUYKEN' (TYP.) 24" LIRIOPE MUSCARI 'BIG BLUE' 12"OC EDGING BED (2) LAGERSTROEMIA X 'TUSKEGEE' (CREPE MYRTLE) OVERHEAD UTILITY 18'-6" HIGH .,,. LIRIOPE MUSCARI 'BIG BLUE' 12"OC NOTE: MATURE GINKGO 50-65' HIGH 15-20' SPREAD (3) ILEX CRENATA 'GREEN LUSTRE' 24" (HOLLY) (typ) (3) ILEX X 'PATRIOT' 7-8 ' (HOLLY) GRAPHIC SCALE 1"=20' 0 20 40 60 R Free Drse Saddit ill ^-- to V_V* Deptri Behind Well Pod. Drofn Pipe with Sock (or as sp uAed by eng, ) Ground Level Bury Dept mew Soule Leveling Pad F 4 1" GRAVITYC. 'Drawing Nott`t o 6"i Satter Anq ' 1 one n A Shown 401 fm Draining Sacidtil- P#awdp�tg{o�,�.I.�-ifDepth •"�, Pert. Drain Pipc with S (or as specified by ena.) Ground Love) Bury Depth Levetirrg Pad 1" *t(nob and gri key onvigod ,)ETA ' A Tars Casetextsie Fat= (Wrequired) REDI ROCK WALL (blocks are 41" deep, 46" long, 18" high) COLOR: "ESSENCE OF ROCK" ,Tjwb and 9MOV6 lolly wvjawd DC -1 Ai._.. E ion Gootextite Fob& (if required) CaNNcC3� <��r IS) \t- 4a arc Z C 3 d cry o L m 00 En a.� Cua rn U ire m �'o ��-, Z c M. r to o CQ 9 0) > EL co ® n C. 0 W c 4-) tfi7 d C1 }.i'.d per„ 0 cn 07 U in y ir7 L � c �L LL 0 r rm Z'�`+ N fa'I �' fJ U v� 0 0 41 U w a L d LUMINAIRE SCHEDULE LOCATIONS �iNNdJQ Symbol Label ©ty Catalog Number Description Lamp File Lumens LLF Watts Color/Finish LITHONIA MR2 ® 08-1 2 250M SR4W ARCHITECTURAL ARM- MOUNTED CUTOFF ONE 250 -WATT CLEAR ED -28 METAL HALIDE,Lt1104115B.ies 20500 1.00 297 POLE AND FIXTURE: ® , MOUNTED ON KW LUMINAIRE WITH SRAW HORIZONTAL POSITION. DARK BRONZE CORROSION i RSS 20 4.0 11 REFLECTOR. 2,0 POWDERANT FINISSITYESTER FINISH DM 10 BC fc GEORGETOWN PARKING LOT POLE 3.6 fc 12.5 LITHONIA MR2 OD -1 1 250M SR4SC ARCHITECTURAL ARM- MOUNTED CUTOFF ONE 250 -WATT CLEAR ED -26 METAL HALIDE, Lt110399B.ies 20500 1.00 297 POLE AND FIXTURE: ® MOUNTED ON KWLUMINAIRE WITH SR4SC HORIZONTAL POSITION. DARK BRONZE CORROSION RESISTANT POLYESTER 4r 20' RSS 20 4.0 9EFLECTOR. 7.0 POWDER FINISH W FINISH DM1O BC fc PROPERTY LINE O POLE fc 0.3 fc LITHONIA MRW ARCHITECTURAL ONE 70 -WATT CLEAR ED- 95 TEXTURED DARK BRONZE CORROSION WALL2 5 70M FT WALL SCONCE WITH -17 METAL HALIDE, Lt111542A ies 5200 1.00 HORIZONTAL POSITION. RESISTANT POLYESTER ® MOUNT FORWARD THROW 12,0 PpWOER FINISH e- DISTRIBUTION WITH 5095.1 4113.7 \VA CLEAR, FLAT GLASS 10 WALL2 5046.9 LENS, CLEAR LAMP. 12.0 0,0 11 Meets the 'NIGHTTIME 5043.0 4097.7 12.0 FRIENDLY' Criteria 12 WALL2 FPG4 2 54T5HO 4' WRAP LUMINAIRE, W T/WO 54 WATTS 0,0 DECK 6 B1X12 PCI. MIRO 4 BOARD BEAM REFECTOR AND SYLVANIA LAMPS ALP200i251 S. 4400 1.00 108 IES WHITE POLYESTER POWDER FINISH 12.0 0.0 14 WALL2 5042.5 POLYCARBONATE LENS 12.0 0.0 ELA DS5970-5- 6 DARK SKYS LANTERN 100MH HORIZONTAL DS5970-5 3000 1.00 295 POLE AND FIXTURE m B 100MH; 6' POLE REFLECTOR IN HAT POSITION TEXTURED PAINTED BLACK 5053.8 4170,5 LENS 254MtH. IES MIDNIGHT" Hi -Lite H -18110 -91 - SIGN 9 HL-A-91-26/32/4A�GLED RLM 1 -CFL 26 TRT P132IC;'1. IES 1800 1.00 33 PAINTED BLACK Stjjtj:M -M 9,0 0.0 18 Lithonia TFM SPECIFICATION ONE 26 -WATT DOUBLE TFM--�E60TT-_R 1625 1.00 33 MEDIUM BRONZE FLO 2 26DTT RB FLOODLIGHT, RB TWIN TUBE COMPACT 5046.5 14 DISTRIBUTION, 26W FLUORESCENT, B, des 20 -� DOUBLE TWIN TUBE HORIZONTAL POSITION. 9.0 0.0 COMPACT SIGN 54BB.7 4091.7 FLUORESCENT. MEETS 0.0 22 SIGN THE 'NIGHTTIME 4094,9 11.4 0.0 FRIENDLY' CRITERIA SIGN 5090.3 NOTES: 1. ALL FOOTCANDLE READINGS ARE INITIAL WITH A LLF OF 2. ALL FOOTCANDLE READINGS ARE TAKEN AT 0' AG. 3. ALL FIXTURES ARE IES / DARKSKIES FLAT GLASS FULL STATISTICS LOCATIONS �iNNdJQ No. Description Symbol Avg Max CENTER ENTRANCE BUILBING SIGN OD -1 22.3 fc 71.2 fc FRONT OF GEORGETOWN - HYDRAULIC ROAD B 2,0 fc 5.5 fc GEORGETOWN PARKING LOT 06-1 3.6 fc 12.5 fc Monument Sign X 9.6 fc 17.4 fc PARKING UNDER DECK (3 7.0 fc 12.5 fc PROPERTY LINE O O.1 fc 0.3 fc TYPICAL ENTRANCE SIGNS W/ 2 FIXTURES B 16.1 fc 37.3 fc LUMINAIRE LOCATIONS �iNNdJQ No. Label Location X Y MH Tilt 1 OD -1 5037.0 4286.1 20.0 0.0 2 B 5084.9 4247.6 12.0 0,0 3 06-1 5006.0 4182.2 20.0 0.0 4 OB -1 4994.8 4096.3 20.0 0.0 5 B 5061.7 4034.1 12.0 0,0 6 B 5084.1 4075,6 12.0 010 7 B 5092.3 4156.9 12.0 0.0 8 8 5087.3 4206.5 12,0 0,0 9 B 5095.1 4113.7 12.0 0,0 10 WALL2 5046.9 4129.3 12.0 0,0 11 WALL2 5043.0 4097.7 12.0 0,0 12 WALL2 5024.4 4066,7 12,0 0,0 13 WALL2 5045.4 4165,4 12.0 0.0 14 WALL2 5042.5 4202.6 12.0 0.0 15 DECK 5054.3 4198.8 9.0 0.0 16 DECK 5053.8 4170,5 9.0 0,0 17 DECK 5057.6 4134,8 9,0 0.0 18 DECK 5056.5 4103.2 9.0 0,0 19 DECK 5046.5 4083.1 9.0 0,0 ; 20 DECK 5033.9 4063.5 9.0 0.0 21 SIGN 54BB.7 4091.7 11.4 0.0 22 SIGN 5089.7 4094,9 11.4 0.0 23 SIGN 5090.3 4097.9 11.4 0,0 24 SIGN 5089.1 4133.2 11,4 0,0 25 SIGN 5088.8 4137.0 11.4 0.0 26 SIGN 5085.3 4183.4 11.4 0,0 27 SIGN 5085.2 4186.4 11.4 0.0 28 SIGN 5067.1 4057.8 11.4 0,0 29 SIGN 5068.9 4060.4 11,4 0,0 30 FLD 5088.4 4068.4 0.6 136.7 31 FLD 5091.3 4076.6 0.6 134.4 SURFACE SCHEDULE Reflectances Name Front Back DECK ROOF 10% 10% Base 10% 10% Wall 1 10% 10% Southwest View Not to Scale LIGHTING PLAN BY ILLUMINATION CONCEPTS RICHMOND, VIRGINIA 7 N Q E �iNNdJQ �<(} i 'a m 04 41 � 0 L m( W Z 7 �- N -- LQ c�a LU CD �w Cn PROJECT NO: 06.0754 INDEX TITLE: C� GRAPHIC 4 0 4 OF • 0 20 40 60 1IDATE: APRIL 15, 20C91 i 'a m L m( Z o U) 4j c R„ f � v � z c m E+co n o w u H > CC CY) 4 4cc CL a CD c CL °' 4j m [n cn Cn co J M o y co sn '" fo pt p �- N -- LQ c�a LU CD �w Cn PROJECT NO: 06.0754 INDEX TITLE: C� GRAPHIC 4 0 4 OF • 0 20 40 60 1IDATE: APRIL 15, 20C91 i 'a m L m( U) 4j c R„ f � v � z c m E+co n o w u H > CC CY) 4 4cc CL a CD c CL °' 4j m [n cn Cn co J M o y co '" fo pt p z �+ N 17 v �- N -- LQ c�a LU CD �w Cn PROJECT NO: 06.0754 INDEX TITLE: C� GRAPHIC 4 0 4 OF • 0 20 40 60 1IDATE: APRIL 15, 20C91 . . . c a umber _ . . C<z to N .. . . ® �?.-psi r �r /w� fir/ ) Z ifi . 0 . Catalog Numbs L m L� O . :' .. , _ -,.. . �' Catalog Number . , . . .. T. a Notes Type Job Name: () N N cU N1.4 L/GHT/NG LITf�/QNLA llh�Tl/VG C t �I�/ I® .a�► Notes yp ) EATURES & SPEGIICATi®NS HI�LI�'E FFG. Angle Shade Cotiec#ion �,�,�> Notes TYPe �+ �+ t �a > U- �, %� -.�. & 5 4�! �tr l/ �.71 V �. TYPe )F` ® t f-- Q EATURES PE ATLONS INTENDED USE Ideal far si ns, flags, buildiny facades and landscaping. 13450 Monte Vista Avenue I a FEATURES & SPECIFICATIONS INTENDEDUSE--Forbuildingandwall mountedappiJcatio. • g M E Chino, California 93710 quantity: ra . a m i> rid surroundin areas.' l':? N) E l�C�i� d die cast, sin le lace aluminum housing. Die cast' .. - . CONSTRUCTION t waikwa s arking lots a 9 _ CONSTRUCTION =- Rugge , 9 P . . INTENDED USE I Stree s, Y r P with asstens.Doorframsisfu0ygasketedwitfi one- Com act NEMR heavy duty constructian. Die cast aluminum haushr and Telephone: (909}465 1999 s4 d die cast sin (e piece aluminum housing Oo ti x 65 0907 ONS. CTION — Rugged, 9 doorframehasat(8"thicktemperedgl. p 9 Ft dligh ng ® Fa :(909)4 - C act -resistant, orframe has imp Roadwa L'1 htin li siiicone.U.S.PatentNo.D565232.. front bezel, Bezel is removable via position -oriented hinge -cam dusign. Lens nese of 1/8". Die-cast do Architectural Area & y g 9 pieceso. d Wall -Mounted Lighting — nominal wail thtck ce an s oa resists C ear to re ss. s full asketed with ane pie i textured darkbronze(DOBT)corrasion-resi,tantpolyester O� . lass lens (3116" thick). Doorframe I Y 9 — i d h k /8 l p 9 tempered, g F1Ni5H Standard finish s . 11 , I. e thonia.com/ �L �(�' FI H t Width ar c c reI I e;s ewwvuli NISH sigh W �1 is therms - � nt 1 "' m e d la �— --- � � � � � tubular silicone. powderfinish,Additiona( chits to a olorsa_ . item iy.,,: � a isoavailabls. Wish i dark bronzs DDB! corras9an-resistant polyester powder No. D556357, archcolors.Stripingisa . u " U.S. Patent 2 Numbef A {B} ., �( �� � Standard ft s ( { � -- v a d finish is dark bronzs (DD$) corrosion -resistant polyes-. ��U� . . FINISH — Stand r ahttectural colors available. OPTICALSYSTEM—Segmented reflectors provide superior uniformity and control • available. .. . . . f t.cutoffdistributionsavailable:FT(forward ter owder hmsh, with other architectural colors - bl P " Reflectors areinterchangeable Three u I finish with ocher ar ' . . e#ficienctes throw MD mediumthrow)andWT(widethrow}. TICAL SYSTEM _' . h ( ; . Anad� ed alum ria n faceted parabolic constructian provides high _ ' �� �'�� 181 a' � " OP . I Re- .. - . .. .. i h werfactor T L LIRESGENT H-1$110 1�2 1® B MlRO finish se merited raftectors for superior uniformity and contra . . ELECTREGALSYSTEM—Baiiast 50N1-150Wuuhzesahrghreactance,h g po CI3MPAC F U g fastener and are rotatable 'and fiactors attach with tool -less METALHALIDE 1 st.Metaihalide15OWandbelowarestandardwithpulse-starttechnology.35S ELECTRICAL SYSTEM - 1 12" _ e H roadwa ),. ba la nt watts eauto METAL HALIDE 13 42W - G f distributions availabie Typ ( Y t cutof h owerfactorballast.175Wutilizesaconsta g .Baiiast: Multi -volt (120 277} high pan7sr factor electronic batfast, <10° TND, m' " nterchan eab}e. Five fol ODIUM. utiiizesareactancehtg P t re mounted n re mi. ° \ �� U t 9 - — - V forward throw.,sharp : HIGH PRESSURE S e iV'forward`ttirow), Type 1 , { . . stsareco erwoundand100%factorytested.CSA,NOM < tit as mmetric , T� yp 1 T e ( y transformerballastHIDbaga pp H 1$114 14 112 14 d����� �� �� YP W-4 OW 50W 175W with starting temperature of 0°F (18°C). Electrical componan s a s mmetric square).: " a 1 u i as s ur g erw g cutoff and Ty e V { y 200 0 orlNTtre uiredforprobestartshipmentsoutsideoftheUSfart75M.Notavailab1ei75M NIGH PRESSURESQDIUM to the cast luttin m housing prov'ding easy ccs d hr s chi . Gi -n$ p1a ti . ) P rmer. • .. q O trona! so Watts e/ 6� . car. atta a autoteansfo . . . _ r •e in a licationswhere ` la tic socket. Fixture Fixture Mounting p Acces ry g e e EM —Ballast is .a constant w g ou stove atcn t arm s o _ _ - Ballast - Val g ELECTRICAL SYST SCWA. Ceramic mataihalidelampsarerecommendedfor t PP tart ballast i h P n i ar SCWA POlse S - desired. 35W 150W Socket F r pin pa " " o. - and 350W require Sup enmaintenanceandlongsrlamplifears M u Ing /�-� ��l P P (---� to e standard. 200W, 320W, su eriorcolorrendition,lum ��^� �� L ower'' P Specifications LAMP No. Color Calor Accessories Color Lam o tions mounted on a rernovabis p iffcations wsheliand I1 ballasts are Sect tion . A o erallo nicks!- latedscre CWA o ) F esocketwithc y, P I . 2 Incandescent Ballast option incandescent (must order S P avidsd when la is included wdh fixture (LP } o Porcelain mo " Socket Porcelain,mediunt-bas PP 45 72 35K 4 pin lamp pr mp ' Spocifications 1} S O Mounting Sta lord CGU Standard wound and 100 % factory tested.. . s are co er 025cm. ble . tra .Ballast pP th. 32.875 (83.5 } Length: 18 ( ) Y center Lang center contact. UListed660W,600V4KVputserated.' r screw shell and . ^1 g1 ( 1 Black O tions 99 Black Cast ua d 91 Black (Fixture is not avails (Fixture is tth co er afiay, metal -plated untie su ortailows De the 9 (22.86)' INSTALLATION Height: 10.6 (26.91 (1) P ( g ( ) gul-based socket w pP Sent .. niverselmountingmech,anismwithintegraImo g pp p or INC. Diameter: 25 (63 ) — 1NSTALtATioN U - untie knuckle is standard. Steel painted < i► H^1$11D 93 (White) 112" 93 (White) 8 glass) 93 (White) standard 2D01N f standard 120V contact, "d scorrectali nmentwftheveryinstailation: t: 1.25 18.42 Die-cast aluminum 1/7' NPSM mo g Width: 10.6 (26.9) Do not s eci eci re uired for r .. p fY) o not p fy e EiSA com leant, are q . 8.25 20.955cm) fixturetohingedown.Bubbielevelprovt a 9. Ove ail Heigh ( ) 95 Dk Grn 95 Dk Grn D s rt ballasts, 8810 efficient and P Overall Height. ( e and 3 ft. 16 SE cord is p onal. 14 Super CWA pulse eta k M or INTL and Canadian safety standards. NOM Certified(see0p8ons).UL or US shi men#s only. CSA, Nfl USTiNG—ULLtstedtoU.S Weight: 351bs.(15.88kg) mounting ya D o ti N_18112 95(Dk Gm) 3 { ) ( ) -40OW must order SCWA option} f P lb. 20.9 k) Deptt 6 9 (17.5} 96 (Galv.) 96 (Gain.} LCGU 96 (Galv.) 3 RB (4} 200 ( Max. Weight: 46 ( 9, . n dam locaYlonlistedinlensuporientationJ.WLUoption LiSTlNG H-18114 CFLO CFL outside the US. .. listed suitable for wetlocauo s( p . be start she mems ° * Weight as configured in Weight: 6.86lbs (3.ikg) BR47 (Rust) Stem Options BR47 (Rust) (Large cast BR47 (Rust} (Remote) required for pro P . 4 orientation see0 tions),IP66rated.25 Gambient tions. UL Listed #or wet locations. cations. Listed and EPA: 0.91 offerswetiocationlistinginup ( P .. r UL standards for wet fo example below: UL Listed. CSA or NDM certified (sea Op I TING — Lis ted ani. labeled to LIS s ifi d. EPA: 0.5 ( ) 9 9 ) Stem 1/2" uard & lass (Compact M IP65 Rated.' ; s are inches (cantimatersl unless.otherwise pec a "`afions sub'ect to.change without notice; . Certified see 0 tions} All dimens on NOTE: Specific i tsons .NOM { P 1P65 rated. For ail 5T aid§ see 0 ) t s confi orad in For all Fluorescent) gCM {Multi 120127T labeled to CSA stand ( P .. w g . d P. - -.. s ora inches (cantimatersl unless other Ise s settled " h th t ot+ce Weigh a . .. +c tions s t to c g w+ au n OTE. cit a 1 . P e a ea °. Ati � imension finishes For all 13/CFL . R2 4010M SR3 T$ SCWA LPI rd EXam le. M anopy th We gua N " S a •" uh'ec ane � x• mple b I w finishes Speci 18/CFL (Canopy Mount) HID p see a es see pages finishes . All dimensions are inches (centimeters) unless otherwise specified. 344 348. and c 344_348. ( lass see pages 26/CFL PLB(5) RB and BCM .. NG 1NFORMATiON . . . . . ORDERI - re roduct usin standard o tions (shown in bald►. _ ___ HSC (Canopy) g ) 344-348. 26132142/CFL . . d write it ori.ihe appropriate line.. FOr S)TOrteSt lead tlmt?$, COrifiOU p It - atalo nomanciaturethatbestsuits,yourneedsan G INFORMATION Choose the boldfaco c g ORDERIN 5MG (Canopy) M (Multi 120/2+ . ( V1! t00M 17 TB LPl {Postiine) 401277 d ) d ) sad filmes W111 va n I n 1Dns se Dcte . u sentative. L Y P P . DERING INFORMATION 9 Flush Mount (age wire or specs tt'� Examp e. MR OR r de ill 'n D n t' CDns It With your sales repro 42/CFL 2 v �7 % Example: TFM 32TRT R13 MVOLT LP1 ar g ) 57/CFL PLB MR2 c� S gu d MRW Q HSC 41 343. 7 } see a es 0 tions'.. Lamp'.? Option Baiiast P . " L a tri 16 TFM ---- - -- - - -- - - ----- SMC s ass Voltage 0 tions P -_ F ARN Dimmable 3 1 (120V) Series �__-----�� - . " LPI Lamp Series Warta a/source Distribution " (V�oitage Ba)last: P r L_ � --- car g b ) i h " ss r ode hi n tai i " ur t-----�� allast fior CFL D hob e a d , $ oaedi s led nhxt e" _-- tai � g - -t BMB 1120 . h4e d a h a ore_ y e s um LPt i 22?V g,' included S i ed installed in fixture .. Lamp . Arm Optons MR2 ballast. Sm lefuse(120 277,347V) (A n to e ant .Standard magnetic SF g sure. FT Forward 120 (blank) Magnetic _ d o art N . 2083 (bl ) . Hioti ore Series Wattagellamp Distribution Voltage Options F+msh "� E Lamp " s c LRP Lesslamp MRW . brow z ballast A SF Single fuse 120, 277, 347V - B-1 HL -K LARK o.} OF Doubl. a(208,240,48OV) NA N i tPt Watts a 240', CWE Constant vvattagelsolated SpdjUm t 208 D a ummu g . _ 240V L/LP Lessude 120 S ed installed in fixture rural m . Lamp - _ HL LI (Large nl mo St . 2 GWI Gonstani DF Double fuse. 208, i 46x6} op HLA ID(3) P ekreca tacieo ( 35 edium TFM ncluded H' 27} PER NEMAtwist-Io P Y MD M 240 S lam BDP Baiiast disconnect DBL Blark acorn dobe Cri oc d. __,�-� et t lid p�t. E nrol 50S throw wattage... DC12 Emergency circtnt 12 volt P t80TT 277 Le4sla HL -H P-1 g ) . 347 •r. d!'r�» _ photoco t ) 277 td s bi w f sin ? t;LP mp P 3 (Nigh Intensity . 204M ,: 7f}S' oated , (35W amp in 28DTT na u g . : 480' tart ballast CR Corrosion-reststentfinish(epoxycitear 1$ tech ) SCWA Super CWA pulse s h c D . Finis LOOS lam 2OC12 Emerglency circuit 12svoh (2 ish" OLT' Photo 1u113 w t>Pvig Mediamubroitzo HL -C WGR 250M ' . TB° coatoverpami} . .. p u/seSttT iso a 26TRT GMF YK Yoke mounting DGC Charcoal gray (Wire guard) 347 a seo Std.} TB? .,.......•..,., amps in T T DH(3)rge fated Fin MV PE 320M NOTEi for she meats tc U.S. tarritones, ORS 'Quarttrestrikasystem (blank) Oarkbronze ISOs`" " 35W i eluded) 32 R M P hMetal halide 5 -- DC2O12 Emergency circuit 12 volt (blank) Dark bronze, . z` WT Wide Z to com 1 23050H s a2TRT G Terrn+s t reen SEO cord pre -wired DT For all arms : 35QM SCWA ttiust ba specified P Y . . HS Houseside shield iSR2, SR3) DBL .Black per .: textured (Metal Halide) i - with EfSA, ,0 50M (20W (amp included► 14.3 SEO cord re wired DBR Briyht re ands ec5 SK e y M scwA sn . 400M Distribution EC Einer enc c¢ctut OGC. Charcoal ra . g Y " 70 2012 Einer ancy circuit 12 volt {2, DSST Sandstone, { DSS Sandsrnne a es Swivel knuckle . C22 2 12 3 SED c rd pro -wirer see p g ( ) _: _ � c H B Medium CW a eta'. a 501MH G62 2 throw 2DC g Cat 2` H_ftthoressure ;' r T all:.' TP Tamper -proof: ' UM 100M P to . 201N (amps. included) textu ed . SR2 5sgrrianted yp batfast CSA CSAGertitietl DVJF1 White 321 344. sodium d and labeled to Canadian safety bronze _ roadway .. . . , CSA Lista ... ELEO Emergency LED .secondary d CR , d DNA Natural - .. 175M 1 NOM NOMGertifie Fnlrnncv,[i For specs an 2000! d T e ifi standards . . .. - source battery pack (4 F aluminum; ss color DNAT 7D1MH SR3 ,Sagmente YP la 1001MH . aluminum - .Ceramic metal 8 Shiooad se r tel ' corrosion- g ni " " 2505 asymmetric Mounting . NOM NOM Certified . Wire halide rein. operating temp) 4extured resistant 1501MH iV l)WH h. 2ELED Einer enc LED secondary.. WG Wire guard CRT Non-stick seepages 175/MH Z SR4SC Segmented Type TL Available for MN robe startshippiing 0 Y . SPA S oars alemount(ngfstd.) IN P CR Enhanced 50MHC_ DWHG,White,teXtured. . . forrtardthrow,sharp .. q P . . rotective O RPA Round pole mounting outside tfie U.S. ur r Gnat+ 21-344. corrosion- aUrCe (tW o Jas) Back textured w Lippervgor d n.1 (3) s o modu P 3 cutoff 70MHG DBLB n esistanc vis sure 5R41N Segmented Typs iV WBA Wali bracket(up or downJs Shiaoed seaarately e OOMHG mp)e m i battery pack m SigmeotedTyprIV Pe NEMt,l 11 lockPE(120,208,240V1) 156MHC operating to CR Enhanced, FS Full ' ar HPS i DCMR2 Decarativecurvedarm; DFL Diffusing lens corrosion (High Pres SR55 Segmented Type V. s oars oleoni P PE3 NEMAtwist iockPE(347V) 7s resistant TS Tennorr slipfitter i2"3; 8" oO ienen) Sodium} . (q p y _ EC Emergency circuit w symmetncsquare v curv�danti,(round' : PE4 NEMAtwistlockPH460V) 54lHPS DCMR2R Decorau a NOTES:" iBS Internal backlight shieidt0 ` CRT Non-stick ° NOTES: pole only} z' PEI NEMAtwist-IockPE(277VI 1 120V;NPfonly. protective 00iH S 1 Mustorder SCWA. SC Shorting cap for PER option �+ 2 Must specify C WI for use in Canada, PE Photoelectric cehtb2 tton 15 V t lam ED28.. IGHTTIME 3 .0 tional multi -tap ballast (120, 208, 240, 277V); (120, 277, 347V ifi Canada; type (n/a strike V} Coating NOTES: 2 Must use reduced lacks p N p 150/HPS VG Vandal uard . QRS Quartz restrike systems Canada, g shi as 12OV/347V). 1 rviuld-volt electronic ballast capable of operating on any line voltage tram 120-277V. AcCessorles_ _ , aT a til C, 3 Consult factory for availability m FRIENDLY Ps -- — - - te watts es. WLll Wet location door for uP if unite e. a ballast (120, 248, 240, 277VJt (120, 277. 9 5 Consult factory for availab g 4 Optional multi t p Z Not available with MVOLT. Mrrst spec y g Order as separate catalog number. t:, . e, a: 2 P 347V in Canada). . two-coii s stem meets Canadian electrical 5 isolated Y . code requirements for 208V, 240V and 480V applications. 6 Mounted in lens up orientation, fixture is damp loco'' tion rated. . 7 Shipped separafely. , 8 Must specify voltage. Not available with TB. . 9 SF, OF or QRS options cannot be ordered together. . 10 Max allowable wattage lamp included. 11 May be ordered as an accessory. . 12 Must be specified. . Sheaf#:N/IR2-M-S AL -1S3 Outdoor . Sheet#:MIRW-M-S )3M 70 Outdo+ar .. +n ea cI 0 . - . . —.—... .. —._._ . . . .. - __. . � a, _—_._.. _ _. - _... . -- -- , . . . —: . 0 .. .-j ��ss��,// //�/�////�.��e Catalog Number .. / ,��THrr' . �� 11A71-7Tl!ri7. .�.• Notes Type FEATURES & SPECIFICATIONS INTENDED USE Streets, walkways, parking lots and surrounding areas. O M E RQ„) ) j CONSTRUCTION Rugged, die-cast, single piece aluminum housing with , . . nominal wall thickness of 1/8'. Die-cast doorframe has impact -resistant, . . . Architectural A1rea s Roadway Lighting . tempered; glass lens (3/16" thick). Doorframe,is fully Basketed with one-piece . . . tubular silicone. U.S. Patent No. D556,357. FINISH =Standard finish is dark bronze (DDB) t orrosion resistant paiyes- ter powder finish, with other .architectural colors available:." . .. . rn ConsistentwilhLEED goals . � G reen Globes" criteria for light pollution reduction 6 Not available with EG SF, OF or QRS. 7 Noi available with QRS or OCs. EC OCs. . CSA orientation CSA Certified n NIGHTTIME 3 Not available with 347V. 4 Maybe ordered as an accessory. TFMwG TFCAVG Van guard Vandal guard - H-18110 T Y, - _ _ 9� / 1!211 91 / GGU`G) l� - 01 13/GFL SGM HIGH PRESSURE SODIUM. . . cutoff) and Type V (symmetric square). Must be specified. 0 � - ELECTRICAL SYSTEM — Ballast is a constant -wattage autotransformer 8 Not available with or lamp included. 0 N M NOM Certified FRIENDLY 5 See w.lithonia.comlarchcolors far additiunaf color options. TFha1UV Upper visor (must order SCWA option). Ail ballasts are mounted on a removable power Specifications . . .' $ 8, Tai if O tray. Ballasts are copper wound and 100°lo factory tested. Porcelain, mo Length: 32875" - (83.5025cm} LL Q Accessories: Tenon Mounting Slipiitter 9 Maximum allowable wattage 10 Notavaiiabie with Medium Throw (M0, MDU, MDU5) distributions. INTL International shi ment for P coosfstontwan reEo"g?as ww 6 gleet finish only. TFa4F r Full visor ®R D E R E X /� M P L E . a 200-40OW (must order SCWA option) for US shipments only. CSA; NOM or INTL. _< Max. Weight: required for probe start shipments outside the US. . . 46 Ib. (20.9 kg} . . n in RPA . Order as separate catalog number. Must be used vwith round pole moot g l i jj Not available with 347V.. 175M BGreeoGlobes cdiena for light pciutionreduclion 7 Must be specified. TFPv1TS Tenon Slipfitter i2-318' Ori t,:++, nl 1 Number of ffixtures. - 12 Must be ordered with fixtura; cannot be field installed. Shipped sseparately ro . . o Example: MR2 400M SR3 Tt3 SCWA Lpl. - ORDERING INFORMATION . Tenon 0. D. . ° ° ° ° ° One Two@180 Two@90 Three@120 Three@90 Four@90 . . 13 May ba ordered as ori accessory. 'a.cdm B$W Surface mounted back boxt3 AcCesso�ies° . _� Sileet#:TFM-CFL FL-la1{3 - ,. _.— ,.. ..-. . �- Options Lamptz . - 12D M tal halide and blab erasure sodium Shiooedinstalledinfixture � 2_3/g^' AST20-190 AST20-290 AST20.290 AS1T20320 AST20-390 AST20-490 14 See wwwJithoni 1 archcolors for additional color options. UT5 Uptilt 5 degraests Order as separate catalog number, Outdoo! OF Double fuse(208,240,48OV)ss LRP Lesslamp 271 ps Metathalida . PER NEMAtwist (ockreceptacleon(y(no 20011+11 _.,.,. .. photocontrol) . m -- m o 2-718' ' AST25-190 AST25-280 AST25-290 ASlT25.320 AST25-390 AST25 490 15 Black finish only. W G Wire' guardtz AST35-490 i6 Must be specified. WSBBW Siurface mounted back box Vandal oD 0 . 250M TB° 4" AST35-190 AST35-280 AST35-290 ASIT35-320 AST35-390 17 Must specify finish. VG guardt2 WSUT5 Uptilt 5 degrees X72' SCWA must be specified to comply HS Houseside shield (SR2, SR3) . DBL Black m �r EC Emergencycircuit10 DGC Charcoal gray ° Hio6aressure sodium SR2 Sagmentad Type It MR2V6 Vandal guard . 18 Availablewith.150M or 15OMHC only. roadway CSA Listed and labeled is Canadian safety . . bronze I SR3 Segmented Type IIi standards .. . asymmetric Mounting.. \ C�i9 m4005 SA4SC SegrnentedTypeN forwardthrow,sharp SPA Square pole mounting (std.) . Sheaf#:N/IR2-M-S AL -1S3 Outdoor . Sheet#:MIRW-M-S )3M 70 Outdo+ar .. +n ea cI 0 . - . . —.—... .. —._._ . . . .. - __. . � a, _—_._.. _ _. - _... . -- -- , . . . —: . 0 .. .-j ��ss��,// //�/�////�.��e Catalog Number .. / ,��THrr' . �� 11A71-7Tl!ri7. .�.• Notes Type FEATURES & SPECIFICATIONS INTENDED USE Streets, walkways, parking lots and surrounding areas. O M E RQ„) ) j CONSTRUCTION Rugged, die-cast, single piece aluminum housing with , . . nominal wall thickness of 1/8'. Die-cast doorframe has impact -resistant, . . . Architectural A1rea s Roadway Lighting . tempered; glass lens (3/16" thick). Doorframe,is fully Basketed with one-piece . . . tubular silicone. U.S. Patent No. D556,357. FINISH =Standard finish is dark bronze (DDB) t orrosion resistant paiyes- ter powder finish, with other .architectural colors available:." . .. . rn .. OPTICAL SYSTEM MIRO finish, segmented reflectors fior superior uniformity and control: Re Shipped separately. Must specify voltage. Not available with TB. � 9 Hectors attach with tool -lass fastener and ora rotatable and full distributions available: Type t! (roadway}, " U METALHALIDE 111 , o; interchangeable. Five cutoff _ "pe V (f Type III (asymmetric}, Type IV (forward throw}, Type IV (forward throw sharp HIGH PRESSURE SODIUM. . . cutoff) and Type V (symmetric square). Must be specified. 2DOW-40OW � - ELECTRICAL SYSTEM — Ballast is a constant -wattage autotransformer . to o standard, 206W, 32OW, and 35OW require Super SCWA Pulse Start ballast . . a r" (must order SCWA option). Ail ballasts are mounted on a removable power Specifications . . .' $ 8, Tai if O tray. Ballasts are copper wound and 100°lo factory tested. Porcelain, mo Length: 32875" - (83.5025cm} LL Q gul-based socket with copper alloy, nickel -plated screw shell and center � . a contact;' Diameter: 25" (63.5cm) . .. Super GWA pulse start ballasts, 88% efficient and EISA compliant, are required for. .Overall Height: 8.25" (20.955cm) . . . a 200-40OW (must order SCWA option) for US shipments only. CSA; NOM or INTL. Max. Weight: required for probe start shipments outside the US. . . 46 Ib. (20.9 kg} . . LISTING —Listed end labeled to UL standards for wet locations. listed and EPA:'0.914 1 labeled to CSA standards (see Options). NOM Certified (see Options). IP65 Rated, All dimensions are inches (centimeters) unless othetvvise specified. ro . . o Example: MR2 400M SR3 Tt3 SCWA Lpl. - ORDERING INFORMATION . o � Choose the boldface catalog nomenclature that best suits your Heads and write it on tie appropriate line. . a o a MR2. 2 ,j 0 5 P,V �: .: . _� C � - Series Voltage Ballast' �- Options Lamptz . - 12D M tal halide and blab erasure sodium Shiooedinstalledinfixture LPI Lamp . .P MR2 2f18' (blank} Standardmagneticballast SF Single fuse(120,277,347V)as included to Wattage 240' CWI Constant wattage isolated' OF Double fuse(208,240,48OV)ss LRP Lesslamp 271 ps Metathalida . PER NEMAtwist (ockreceptacleon(y(no 20011+11 _.,.,. .. photocontrol) . SCWA Super CWA pulse startbailast CR Corrosion resistantfinish(epaxyclear L . 250M TB° costoverpaint) Finish c t 320511 NOTE: For shipments to U.S. territor;as; ORS Quartz restrikesystems,10 - (blank) Dark bronze X72' SCWA must be specified to comply HS Houseside shield (SR2, SR3) . DBL Black m 400Mz Distribution withElSA. EC Emergencycircuit10 DGC Charcoal gray ° Hio6aressure sodium SR2 Sagmentad Type It IP Tamper proof DMB Medium " °' roadway CSA Listed and labeled is Canadian safety . . bronze I SR3 Segmented Type IIi standards DNA Natural asymmetric Mounting.. NOM NOM Certified .. aluminum m4005 SA4SC SegrnentedTypeN forwardthrow,sharp SPA Square pole mounting (std.) INTL Available for MH probestartshipping DWH White CR Enhanced . c 0 >, cutoff RPA Round pole mounting outside the U.S..' corrosion- . , c SA4W Segmented Type 1V' WBA WaIE braeket(up or downs . Shipped separately" resistance 3 o wide, forward throw bCMR2 Decorative curved arm, PEI NEMAtwist-IcrckPE(120,208,240V) . n, rn SR5S Segmented Type V (square pole only)' - symmetricsquare DCMR2R Decorative curvedarm,(round . PE3 NEMA twist -lock PE (341V) . PE4 NEMA twist-lockPE(486V) ' NOTES: pole only)' PE7 NEMA twist-iockPE(277V) . io t' MustorderSCWA, .. . 2 Must use reduced jacket lamp ED28. SC Shorting cap for PER option NIGHTTIME ' 3 Consult rectory for availability in Canada. VG Vandal guard FRIENDLY f 4 optional multi -tap batiest {120, 208, 240, 277V); (120, 277; . , S i 347V in Canada). 0) 5 isolated two -coil system ineets Canadian electrical Q code requirements for 208V, 240V and 480V applications. � 6 Mounted in lens up orientation, fixture is damp ioca- o+ tion rated. w e 7 s Shipped separately. Must specify voltage. Not available with TB. � 9 SF, OF or QRS options cannot be ordered together.. U 10 Max allowable wattage lamp included,. - 11 May be ordered as an accessory. . 00 12 Must be specified. P rofile .. s . Consistent with LEED goals � Green Globes' criteria for light pollution reduction Accessories: Tenon Mounting Slipfitter ' . . Order as separate catalog number. Must be used with round pole mounting (RPAi• . . Number of fixtures . Tenon O.D. One Two@180° Two@901 Three@1201 Threa@901 Four@901 2-3i8- AST20-190 AST20-280 AST20-290 AST20-320 AST20-390 AST20-490 , 2-7/8' ASTT5190 AST25.280 AST25-290 AST25-320 ASt25-390 AST25.490 T AST35-190 AST35-280 AST35290 AST35-320 AST35-390 AST35-480 MR2r/G Vandal guard Catalog Number:.. TYPe: �- ' -' y { >-4 z . SpecLights FPG series parking garage luminaire combines high efficiency with internal specular reflectorsfor SC Across Definitions; m E c� I _ � 10 - improvedl lighting over HID systems. the refractive lens directs light away from the driving lane• The simple low- Broad. {1.8 < SC), i.e. B1X1,2 t d sign' tegrate into t ow -c 'lin environment fo nil in a in structu res. e m swell he 1 el g s u p rk g v ro 00 E'' J1d:t .. _... ... P rofile .. s - i .' .. . .' $ 8, Tai if O . . h LL - . `Z rA r -- r . . - -� .. �?�r aNs .. '' a+ s''ti i .. 1 L:"f:. 9 . .. . fr w .. a z' t .� Parking Garage Luminaire Reflectors -Precision formed 95% total reflectance; segmented optics utilizing Alanod MIRO@4 specular aluminum reflectors warranted for 25 years, , Construction-8ackplate manufactured from 20 gauge cold rolled steel. Riveted and screwed assembly for rigidity. . • Optional all aluminum construction, specify AL. : . Optional heavy gauge steel backplate, Specify 18GA.` Finish - Premium polyester powder coat finish is standard, utilizing a 7 -stage pretreatment process of iron phosphate, a non -chromium sealer and a de -ionized water rinse to provide superior adhesion and corrosion resistance. . Ballasts - All standard. ballasts are electronic, energy saving, thermally protected, Class -P, HPF, non -PCB, Sound Rated A, UUCSA certified where applicable and comply with 4 Federal Ballast Law (Public Law 100- , 357, 1988), Default ballast configuration is for two -lamp ballast, Electrical - UL listed wire; rated for required temperatures, used throughout, Lamps are secured with rotary locking lamp sockets for ease of relamping and to reduce lamps disconnecting due to vibration or incidental . contact. Luminaire is bi-national listed (UL 1598 and GSA C22,2 No, 2%0-00). . . Mounting - The luminaire is designed for surface, pendant or chain mount . . • Surface conduit entry lens knockouts and rubber gasket is standard, . . Lamps - Factory installed lamps are available in various CRI ratings, temperature colors and rated life,. Warranty - Standard 1 -year warranty for the fixture• Ballasts carry manufacturer warranties of 3-5 years, depending on the application, PROJECT NO: 06.0754 _ Cos INiDEX TITLE: Available only with T8lamp profile :• .. . I !.. (. M 2011 W. Rundberq Lans • Austin, TX 78758.800.237.2809 •FAX 512.651.1638 ,,,;.vrrvr(y,.. :_:., , www•specightsolutfons.com•info@spectightsolutions.com . . . M SLt)40f 1.40 + .. - .,, . _: 2011 W. Rundberg Lane • Austin, Tx 78758.800.237.2809 • FAX 512.1.651,1 638. ■mm a;.< a,rtycra'dreo ,,.i•;v ww4v.speclightsolutions.com • info@speclightsoluttions.com ,_ . Outdoor . " Sheet#: MRZ-M. HL-ID3. . . ... coe.a g . . tL 4 11. . . . z m. e, :u Wong:M 8 0 0 00 . .. . . . . . �g p-� t�r� Jf li�G t 39LIo v . m N O' . � . U - � O r_ a a - L a_ p�'iI'v� NOW Irk JUTE, OR EXCELSIOR OR EQUIVALENT STAPLED IN PLACE VARIABLE (MIN. 7') BURIED 6" MIN. tt,.ndAxdldiAe -, W,_.=.BURIED 6" MIN. LEVEL LIP OF 2:1 OR SPREADER FLATTER MIN, 6, LEVEL SPREADER WITH VEGETATED LIP VIDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE IN zl-VARIABLE (MIN. 7') GALVANIZED WIRE MESH BASKET Z SECURE WIRE MESH TO TIMBER FILTER CLOTH 6X6 TREATED TIMBER SECURE WIRE TO GROUND 6" MIN. WITH WIRE STAPLES -- �7 L490�i'=_#5 REBAR TO -LL-1j_.M i -LM 11 111 LLL III 7' MIN, 1 3' UNDISTURBED 2:1 OR UlMi IM''4M VL.00F_'i SOIL FLATTER MIN. 6, LEVEL SPREADER WITH RIGID LIP MIN, PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD, & SPEC, 3.19, RIPIRAP SOURCE: VA, DSWC AND N,C, Erosion and Sediment Control Planning and Design Manual PLATE: 3.21-2 FENCING AND A-l?MORING DRIP LINE SNOW FENCE BOARD FENCE 00 low CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING Lj \ - 00 CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE ;ource: Va. DSCW I'late LIMITS OF DISTURBANCE 915, TMP 60E-1 DYNAMIC INVESTMENT IS R ES ENTERPRISES ILD I ZONED: C-1 k OFFICE BUILDI 'JJ I\- e -a USE: 20 P 20 067L I 15 NE a 12 H, K 15 NE 0 12 H K P 12 !PV 4 I 1 0 4C 0 H�C al --'o 'T 15 MAP 10 Q) co It 12P oPl PINE / / r15 PINE AI/ DBL PA CJS -620 U0 .. 1 7 110 668 L 0 LOCUST \ r� 4Q' WIRE......... LO Sam T Z .... . ... ... - C 0 0 (0 It TREES 12" OR GREATER TO BE 0 IR 10 REMOVED IN CONSERVATION A M �0 1. 15" Hickory 2. 12" Poplar L�MITS DISTWRBAN WM 3. 12" Poplar 4. 12" Maple 11 5 12" Maple 0 .1 1 V-1 6. 15 Maple to 1 V 0 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES, ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -13: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. R E&SC LEGEND 6IP 66'LV6f'!NLET PROTECTION 5:69 DO TEMPORARY DIVERSION DIKE 3.09 ST TEMPORARY SEDIMENT TRAP 3.13 EXISTING SITE CONDITIONS SLOPE DRAIN 3.15 IOPTEMPORARY OP OUTLET PROTECTION 3.18 CO ROCK CHECK DAMS 3.20 LS LEVEL SPREADER 3.21 TO TOPSOILING 3.30 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 SO SODDING 3.33 MU MULCHING 3.35 S/M SOIL STABILIZATION BLANKETS/MATTING 3.36' ,OC DUST CONTROL 3:39� IN GRAPHIC SCALE 1"=20' 0 20 40 60 County of Albemarle Conservation Plan ChttkUst - To be placed on Landscape Plans ()landbook, pp 111-184-111-297 for complete specifications) L T faflaing Ilan shall be shown on th U9111111 Trees to be saved; !9'Limits of clearing (outside driplim of trees to be saved); (�IzIooation and type of protective fencing; Grade changes requiting tree wells or walls; WYP-P-sed trenching or tunneling beyond the limits of clearing. z' All ats to be saved shall be, marked with print or ribbon at a height clearly visible to equipment operators. r 9"'No grading shall begin until the tree, marking has been inspected and approved by a County Inspector. 3. T. preservation andpwtection measures shall be reviewed with the contractor on site. 4. EqMillmont Oneraft and 9torat, 13' Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplives of trees to be saved. 5.89!�11= SterMff= Detention Dalm- shell not adversely affect trees to be saved. 6 rFires are not permitted witbiii 100 foot of the dripline of trees to be saved. 7, materialsToxic "I not be stored within 100 feet of the dripline of trees to be saved, 8.kr2MdVeEQ Ing Ur Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing, IT Fencing shall be in place and shall be inspected and approved by a County Inspector prior to gradia8 or construction, 9. C; la the ground level must be raised within the dripline of a tree to be saved, a tree well "I be provided and a construction detail submitted for approval. Nium the ground level must be lowered witbin the driplino a trcc to be saved, a tree wall shall be provided; and a construction detail submitted for approval, t J 0 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees aspossible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. iz. ;Pr&cctive fencing shall be the lag items removed during the final cleanup. 13. k4magd-Treer -Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a free specialist NOTE- IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION R]EQUMEMENTS. Erosion/Sediment Control Narrative PROJECT DESCRIPTION This project will consist of the construction of an office building with its necessary utilities and parking. About 0.8 acre will be disturbed. EXISTING SITE CONDITIONS The front of the site has been previous cleared, but vegetation is re-establishing itself. The site drops off substantially to the rear which is covered with deciduous trees. ADJACENT PROPERTY 0 The site fronts on Hydraulic Road (Rt 743) to the east. Georgetown Road (Rt 656) is to the southeast the sprinkle residence to the southwest, Georgetown Green to the west and an office building �0 the west. b OFFSITE AREAS There will be no import or export of material. ua SOILS 655 Pacalet sandy loam deep, well drained, and gently sloping. Typically, the surface layer of this soil is brown sandy loam about 6 inches think. Permeability is moderate and available water capacity is low. CRITICAL EROSION AREAS. There are no critical erosion areas. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control Z practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. STRUCTURAL PRACTICES 1. Construction Entrance- 3.02 0 A temporary Construction entrance will be provided upon field determination by the County and the contractor. 2. Silt Fence- 3,05 A temporary sediment barrier consisting of a synthetic filter fabric stretched across and attached to supporting posts and entrenched, 3. Inlet Protection - 3.07 A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. Inlet protection shall be installed on the inlets immediately after installation to prevent sediment compromising the capacity of the culvert. 4. Temporary Sediment Trap - 3.13 A mal ponding area, formed by construction an earthen embankment with a stone outlet across s drainage wae a rai 5 OutletProtection - 3.18 . giprap channel and/or stilling basins below storm drain outlets, Outlet protection shall be installed on the outlet pipe as shown on the E&SC plan immediately after installation, VEGETATIVE PRACTICES 1. Temporary Seeding - 3.31 Establishment of temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growinlants on sites that will not be brought to final rade for periods of 30 days to one year. German Millet at 60 lb./ac., Weeping Lovegrass at 3 T/ac., Korean Lespedeza at 20 lb./ac. Temporary seeding shall be fertilized. Fertilizer shall be applied at a rate of 600 lbs/acre of 10-20-10 according to the handbook. The builder may save considerable funds by having the soil tested by VA TECH (kits are available at the extension office and the test costs $6.00) . 2. Mulch - 3.35 Organic mulch shall be used in conjunction with seeding operations and shall be applied at the Z 3: 0 rate of 2 tans/acre. 3 Dust Control- 3.39 bu�t Typical temporary control Measures shall be utilized throughout this site when necessary. measures include but are not limited to, irrigation, temporary seeding barriers. These measures will aid in the prevention of harmful airborne substances as Well the effects of wind erosion. MANAGEMENT STRATEGIES 1. Construction should be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures shall be installed as a first step in grading and shall be seeded and mulched immediately following installation. 3. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. 4 Temporary seeding or other stabilization will follow immediately after grading. 5: Areas which are not to be disturbed will be clearly marked by flags, signs, etc. 6. After achieving adequate stabilization, the temporary E&S controls will be cleaned out and converted to permanent stormwater management basins. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately W C) following.finish rading. Seeding will be done with Kentucky 31 Tall Fescue according to Std. fertilizer 00 & Spec. 32 of The vi'r�inia Erosion & Sediment Control Handbook. 5-20-10 shall be applied at the rate of 000 lb/ac and lime at 2 tons/ac. Permanently seeded areas shall be protected during establishment with straw mulch (2 tons/ac). STORMWATER MANAGEMENT Two Filterras will capture as much drainage as possible and treat it for water quality. An oversized stormsewer will provide detention storage to attenuate peak flows to the pre -development condition. Cn MAINTENANCE In general, all erosion and sediment control measures will be checked weekly and after each significant rainfall. The following items will be checked in particular: The sediment trap will be checked regularly for sediment cleanout and the silt fence will be repaired or replaced as needed, All seeded areas will be checked regularly to see that a good stand is maintained. Areas should be fertilized and reseeded as needed. MS -1 Stabilization of Denuded Areas and Soil Stockpiles U)S 4� Permanent or temporary soil stabilization must be applied to denuded areas within seven da a after final grade is reached on any portion of the site. Temporarysoil stabilization shall applied within seven days to denuded areas that may not be at fnal grade, but will remain dormant (undisturbed) for longer than 30 da Permanent stabilization shall be applied to areas that,are to be left dormant for more 4hian one year. Soil stabilization refers to measure which protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, r= and the earl application of gravel base on areas to be paved. Soil stabilization measures co should be selected to be appropriate for the time of year, site conditions and estimated duration of use. MS -4 Timing and stabilization of Sediment Trapping Measures Sediment basins and traps perimeter"'dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall 0 be made functional before up-slope land disturbance takes place. MS- 5 Stabilization Measures Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. MS- 17 Vehicle Access Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by (vehicular) tracking onto the paved surface. Where sediment is transported onto a public road surfacethe road shall be cleaned thoroughly I at the end of each day. Sediment shall be removed from he roads by shoveling or sweeping an CP I transported to a sediment control disposal area. Street washing shall be allowed only after CID sediment as removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land disturbing activities. ." En - IS Disposition of Temporary Measures CL All temporary eroc-ion and sediment control measures shall be removed within 30 days after to final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. IN GRAPHIC SCALE 1"=20' 0 20 40 60 County of Albemarle Conservation Plan ChttkUst - To be placed on Landscape Plans ()landbook, pp 111-184-111-297 for complete specifications) L T faflaing Ilan shall be shown on th U9111111 Trees to be saved; !9'Limits of clearing (outside driplim of trees to be saved); (�IzIooation and type of protective fencing; Grade changes requiting tree wells or walls; WYP-P-sed trenching or tunneling beyond the limits of clearing. z' All ats to be saved shall be, marked with print or ribbon at a height clearly visible to equipment operators. r 9"'No grading shall begin until the tree, marking has been inspected and approved by a County Inspector. 3. T. preservation andpwtection measures shall be reviewed with the contractor on site. 4. EqMillmont Oneraft and 9torat, 13' Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplives of trees to be saved. 5.89!�11= SterMff= Detention Dalm- shell not adversely affect trees to be saved. 6 rFires are not permitted witbiii 100 foot of the dripline of trees to be saved. 7, materialsToxic "I not be stored within 100 feet of the dripline of trees to be saved, 8.kr2MdVeEQ Ing Ur Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing, IT Fencing shall be in place and shall be inspected and approved by a County Inspector prior to gradia8 or construction, 9. C; la the ground level must be raised within the dripline of a tree to be saved, a tree well "I be provided and a construction detail submitted for approval. Nium the ground level must be lowered witbin the driplino a trcc to be saved, a tree wall shall be provided; and a construction detail submitted for approval, t J 0 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees aspossible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. iz. ;Pr&cctive fencing shall be the lag items removed during the final cleanup. 13. k4magd-Treer -Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a free specialist NOTE- IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION R]EQUMEMENTS. ULJ _J _J F_ LLJ LU Ca W cr_ 0- co PROJECT NO: 06,0754 INDEX TITLE: .0um cl�5 SHEET NO: 5 of 5 DATE: APRIL 16, 2008 q)--- E > iy 'a�t (5 < < > T S: 0 4�1 ts 0 b ua arc ULJ _J _J F_ LLJ LU Ca W cr_ 0- co PROJECT NO: 06,0754 INDEX TITLE: .0um cl�5 SHEET NO: 5 of 5 DATE: APRIL 16, 2008 rr Cn Z 0 ria Z 3: 0 Cn en 03 W C) CD 00 ILD L0 co Cn U)S 4� a M r= co U) 4-' rte -{ Z U 0 ti cc 4J CP I CID 4-� ." En . _J CL CO to M W L0 Cn r_1 r_ LL a 3: 4.) CU C71 0J M -q 0' a) CD ULJ _J _J F_ LLJ LU Ca W cr_ 0- co PROJECT NO: 06,0754 INDEX TITLE: .0um cl�5 SHEET NO: 5 of 5 DATE: APRIL 16, 2008 rr ULJ _J _J F_ LLJ LU Ca W cr_ 0- co PROJECT NO: 06,0754 INDEX TITLE: .0um cl�5 SHEET NO: 5 of 5 DATE: APRIL 16, 2008 c C Rl 3� H' 0 4 1/81) = 1' L I M E H 0 U S E 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH: 434-293-8537 FX: 434.295.3536 E:limehs@earthlink.net mul s.0 CJ n APRIL 28, 2009 cq LO 0 C,4 ry < > CW CN C) LLI Z ui uJ t i z CD > n APRIL 28, 2009 000m"—� 0 4 8 SECOND FLOOR PLAN I L I M E H 0 U S E ARCHITECTS., LC 946 GRADY AVENUE #27, CHARLOtTESVILLE, VA 22903 PH: 434-293-8537 FX: 4.14,295.3536 E: Hmehs4earthlink,net A b, IS Pb;�N APRIL 28, 2009 A N / ,2N COPPER Oft SENTRICLAD 'CLASSIC GREEN' PAINTED METAL ROOFING WHITE PAINTED METAL DOWNSPOUT -- WALL MOUNTED SIGN LIGHTS IF SIGN AT PANEL ( TYP. OF 9) STONE SIGN PANEL -DARK BUFF LIMESTONE (TYP.) ---� WHITE PAINTED METAL DOWNSPOUT ASPHALT SHINGLES EAVE LAW RENCEVILLE BRICK'MONTICELLO' BRICK VENEER W/ FLAMINGO BRIXMENT 'ANTIQUE WHITE' MORTAR, C-4�4:3�� WHITE PVC LOUVER ITYP.) ----- �� CAST STONE SILL (TYP.} STONE SIGN PANEL -'DARK BUFF LIMESTONE '(TYP. OF 4) EAGLE BAY DIAMOND PRO COCRETE BLOCK RETAINING WALL\ WHITE PAINTED METAL DOWNSPOUT WALL MOUNTED SIGN LIGHTS IF SIGN AT PANEL ( TYP. OF 9) STONE SIGN PANEL -'DARK BUFF LIMESTONE' (TYP. OF 4) PEAK �+7ZiI� P 0 I c^' fi SECOND I< F.F.E. i i+) PAINTED STEEL RAILING -BLACK `r EAGLE BAY DIAMOND PRO CONCRETE BLOCK RETAINING c� WALL iv r PAINTED STEEL RAILING -BLACK FIRST F.F.E. fi 0 I BASEMENT F.F.E. 0 4 B 1/8"=V PEAK E I CV 00 t� SECOND h F,F.E. I R 0 I FIRST F.F,E, 0 f BASEMENT 0 4 8 ARB 2008-139: Georgetown a, Hydraulic Other Business June 1, 2009 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH. 434-293-8537 FX: 434.295.3536 E: limehs@earthlink.net Mk SEPTEMBER 15,2008 -REVISION A2 A i .r 28,2009- ELEV,A3IONS APRIL 28, 2009 COPPER OR PAINTED METAL ROOFING TRIC D'C SSI GREE ' O EQUo ASPHALT SHINGLES EAVES LAWRENCEVILLE BRICK'MONTICELLO' BRICK VENEER W/ FLAMINGO BRIXMENT 'ANTIQUE WHITE' MORTAR, C-443 W HITE PAINTED METAL DOWNSPOUT STONE SIGN PANEL -'DARK BUFF LIMESTONE' (TYP. OF 4) WHITE PAINTED METAL DOWNSPOUT WALL MOUNTED SIGN LIGHTS IF SIGN AT PANEL ( TYP. OF 9) STONE SIGN PANEL -'DARK BUFF LIMESTONE' (TYP. OF 4) PEAK �+7ZiI� P 0 I c^' fi SECOND I< F.F.E. i i+) PAINTED STEEL RAILING -BLACK `r EAGLE BAY DIAMOND PRO CONCRETE BLOCK RETAINING c� WALL iv r PAINTED STEEL RAILING -BLACK FIRST F.F.E. fi 0 I BASEMENT F.F.E. 0 4 B 1/8"=V PEAK E I CV 00 t� SECOND h F,F.E. I R 0 I FIRST F.F,E, 0 f BASEMENT 0 4 8 ARB 2008-139: Georgetown a, Hydraulic Other Business June 1, 2009 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH. 434-293-8537 FX: 434.295.3536 E: limehs@earthlink.net Mk SEPTEMBER 15,2008 -REVISION A2 A i .r 28,2009- ELEV,A3IONS APRIL 28, 2009 u GINKGO BLOBA GINKGO BILOBA LIRIOPE MUSCARI \\z-7 / ILEX CRENATA CREPE MYRTLE 02 — ZELKOVA SERRATA ea t N5", ILEX CRENATA CREPE MYRTLE T-1 R ILEX X "PATRIOT) s. 7FE 4 "'V 1, D j -, !LL J] gg 14yNg", -1w Al G S I G I G N lE=st.aa K; 1 G. IOU I MIJ K "m 1 4 11 ELEVATION FROM HYDRAULIC WITH LANDSCAPING ZZM Iiluulllll -_ __ 11111111111 1/8" = 1' 0 4 v 0] a ...... ........ aI s I wx S I G L I M E H 0 U S E ARCHITECTS, LC 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH: 434-293-8537 FX: 434,295.3536 E: lime hs@earthlink.net 0 (_0 Ai SEPTEMBER 15, 2008-REVIS101' 2 APRIL 28,2009 -REVISION #1 ELEVATIO' NS W.1 LANSCICAPT APRIL 28, 2009 PEAK TOP OF JOIST F F.F.E. F,F.E. BASEMENT F.F.E. 12 6� OPEN TO PARKING OPEN TO PARKING SOUTH ELEVATION/SECTION i 607'-8" 607-2, , _ t -r - SECTION DETAIL @ TOWER CORNICE PAINTED METAL OR COPPER ROOFING ROOF PAPER SHEATHING 6" PAINTED METAL OGEE GUTTER FASCIA SOFFIT ?AMING IG LATION RD WOOD AZAK 0 6" 1' 1 It = V-0„ 614'-7" EAVES -WHITE FRYPON & HARDIBOARD GABLE ROOF BEYOND WHITE PVC LOUVER WHITE PAINTED METAL OGEE GUTTER & ROUND DOWNSPOUT LAWRENCEViLLE BR1CK'MONTICELLO' BRICK VENEER W/ FLAMINGO BRiXMENT'ANTIQUE WHITE' MORTAR, C-443 BRICK SOLDIER COURSE HEADER ,TYP. SINGLE HUNG PVC WINDOW CAST STONE SILL EAGLE BAY XL CAP- COLOR- BLUE RIDGE RANGE RETAINING WALL FOR SUNKEN HVAC PLATFORM & EMERGENCY EXIT -EAGLE BAY DIAMOND PRO CONCRETE BLOCKS -8X 18 X 12,COLOR-BLUE RIDGE RANGE (2) HVAC UNITS GRAVEL-TYP. oo�e — CAMPACTIBLE BASE -GRAVEL AND SAND- TYP, 0 2' 4' 1/4"=1' FAI 0 6„ 1 12 121 ■ t 0 2' 4' All 0 SEE DETAILS 2/A4 & 3/A4 SENTRICLAD 'CLASSIC GREEN'PAINTED METAL ROOFING OR EQUAL OR COPPER ROOFING WHITE PAINTED OGEE METAL GUTTER FRYPON & HARDIBOARD EVES CORNICE PAINTED TRIM FIXED WINDOW WHITE PAINTED N ETAL DOWNSPOUT FIXED WINDOW WALL MOUNTED IGN LIGHT FIXTURES (T P. OF 9) SEE LIGHTING P N — - BRICK SILL _ SOLDIER COURSE INSET STONE N PANEL -"DARK BU F LIMESTONE" LAW RENCELVILLff BRICK'MONTICELLO' BRICK VENEER W FLAMINGO BRIX ENT 'ANTIQUE WHITE ORTAR-C-443 DOOR SPECS. ENTRY DOOR (2) 30610 OUTSWING EAGLE EQUAL j LITE OVER 1 -PANEL, 12 L1TES, ADA SILL, NO HARWARE VERIFY DESIGN WITH ARCHITECT DOOR SURROUND SPECS. — APPLIED TRIM TO MATCH INDICATED PROFILE. VERIFY MATERIAL AND DESIGN WITH ARCHITECT 101=31041"v FIXED WINDOW WHITE PAINTED V OOD PILASTERS AND ENTABLATURE WHITE ENTRY DOORS CAST STONE BASE -`DARK BUF LIMESTONE' W/ FLAMINGO BRIXMENT'ANTI E WHITE' MORTAR -C-443 1/40' = 1' 0 1' 2' 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH: 434-293-8537 FX: 434.295.3536 E: limehsQearthlink.net <N 0 <C u> cvU? Lu Z< G co Z chi t.'i 0 2' 4 SOUTH ELEVATION 1/4" = 1' SITE SECTION @ NORTH PARKING 11,11 -1 -If ........... ..... ..... I 1/4" = 1' PEAK TOP OF JOIST SECOND F.F.E. FIRST F.F.E. BASEMENT F.F.E. 0 L I M E H 0 U S E 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH: 434-293-8537 FX: 434.295.3536 E:limehs@earthlink.net Lo -5 :D 0 U Ai SEPTEMBER 15, 2008-REVISIO 2 APRIL 28, 2009 -REVISION #2 1 ELEVAA TION/ SECTIU1\4 APRIL 28, 2009 N 0 > < c) uj Z W>co co M c) 0 Ai SEPTEMBER 15, 2008-REVISIO 2 APRIL 28, 2009 -REVISION #2 1 ELEVAA TION/ SECTIU1\4 APRIL 28, 2009 i I ilill!]X F! i►sm 0 4' NORTH ELEVATION W/LANDSCAPE 2 1/411 = 1' L I M E H 0 U S E ARCHITECTS, LC 946 GRADY AVENUE #27, CHARLOTTES\ALLE, VA 22903 PH: 434-293-M7 FX: 434.295.3536 E:limehs@earthiink.net Lij I SEPTEMBER 15, 2008 -REVISION r, &, APRIL 28, 2009 -REVISION #2 ELEVATlu"NS W LANDSCAPE] APRIL 2,8, 2009 i J I � NORTH ELEVATION/SECTION 1/4" r 1' A C� GABLE ROOF WHITE ME' PAINTED t GUTTER FASCIA CORNICE FRIEZE BRICK VENEER ELEVATION @ MAIN BUILDING EVE SPHALT SHINGLES DOF PAPER IEATHING UTTER 6CIA )FFIT FRIEZE BLOCKING BUILDING PAPER OR HOUSE WRAP SHEATHING FRAMING GYPBOARD BRICK VENEER CD ARCHITECTS, LC 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH: 434-293-8537 EX; 434.295.3536 E: limehs@earthlink.net .t SEPTEMBER! A2 APRIL 28, 2009 -REVISION #2 ELE"VATlu"NS SECT10"N / DETAILS, APRIL ♦ 00 .1 k*Xol M '.. ► 11 SECTION @ ROOF HVAC UNITS SU MOLMNG WAIL RAILING DETAIL @ ROOF ----------- 1/2" = 1' BLACK PAINTED HANDRAIL SIMILAR . O' X Y" BLACK PAINTED STEEL CHANNEL r�2, 11 L. Y4" X 3%4' BLACK PAINTED STEEL PICKET 7 14" X 14" BLACK PAINTED STEEL POST 1 � 1 Y4' X Y4' BLACK PAINTED STEED BOTTOM RAIL. r'S1d- c� ROOF SURFACE 1 2" 4" 313 A B 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH: 434293-€3537 FX: 434.295.3536 E: limehs@earthlink.net W Lo Lo 0� �« < u _jLIJ m 0 I 0 n APRIL 28, 2009 A2 s. WINDOW r TYP. WINDOW JAMB DETAIL X2' AIR SPACE X2' SHEATHING 1/2" DRYWALL HEADER -(3)2 X 8'S BRICK VENEER -SOLDIER COURSE @ HEAD OF WINDOW OPENING STEEL ANGLE FLASHING BLOCKING Y�"SHIM SPACE WOOD TRIM STANDARD BED MOULD W/ 1 his" OUTER BED MOULD DOUBLE HUNG EAGLE WINDOW-DHG3051 DOUBLE HUNG EAGLE WINDOW-DHG3051 CAST STONE SILL -4" TALL W/X2' PER 1' SLOPE WOOD STOOL 2 X 6 STUD WALL W/ INSULATION FLASHING WOOD TRIM LAWRENCE VILLE BRICK 'MONTICELLO' BRICK VENEER X2" AIR SPACE X2' SHEATHING X2" DRYWALL 0 3" 6" 3'r = 1'-0,y 1 /2" DRYWALL WOOD STOOL WOOD TRIM 2 X 6 STUD WALL X4"SHIM SPACE DOUBLE HUNG EAGLE WINDOW-DHG3451 X2' SHEATHING X2' AIR SPACE STANDARD BRICK MOULD W1 1 -VY BRICK MOULD CLIPPED ON BRICK VENEER-LAWRENCEVILLE BRICK'MONTICELLO' CAST STONE SILL -'DARK BUFF LLIMESTONE' 0 3 31, T 1,-0" 3'-34' SOLDIER COURSE @ HEAD OF WINDOW 1 Y8" MUNTIN 2-5/32" STANDARD BEDMOULD 1-%" BEDMOULD CLIPPED TO STANDARD BEDMOULD STANDARD BEDMOULD EAGLE DOUBLE HUNG WINDOW DHG3051 W/ WHITE TRIM CAST STONE SILL 'DARK BUFF LIMESTONE' TYPICAL WINDOW ELEVATION DOUBLE BRICKMOULD Al ® 6t—Orr „ $» -'ic" CAST STONE CAP TO MATCH STONE ON BUILDING BRICK TO MATCH BRICK ON BUILDING CAST STONE INSERT TO MATCH STONE ON BUILDING BRICK BASE TO MATCH BRICK ON BUILDING 8" CONC. FTG. (TYP ) at COL L 7i— 8rr 3>— Ora 0 11 FRONT AND SIDE ELEVATION OF MONUMENT SIGN 2' 7'-8- 6'— 8" 11 6)-0" 1/2" = 1'-0" 0 t > 2' 1 /2" = 1'-0" 946 GRADY AVENUE #27, CHARLOTTESVILLE, VA 22903 PH: 434-293-8537 FX: 434.295.3536 E: lime hs®earthlink.net N ON o% > (N Q :3� Lu L.0 ULu 7, 0 Z CC)r1 0 ,i SEPTEMBER1200&-REVISION #1 P,2009 -REVISION APRIL 28, 2409