Loading...
HomeMy WebLinkAboutWPO200900023 Plan - Other (not approved) 2009-05-14L A6 f.J JL JUL JL %If And NJ %J W GENERAL CONSTRUCTION NOTES 1. 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 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 AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 3. 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. 4. 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. 5, PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT 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. 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROAD)S AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF (1/2) FOOT CANDLE. 11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. 12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1. 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. 14. 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, WATER AND SEWER GENERAL PLAN NOTES I.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 APPROXIMATELYCORRECT. 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. 8.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. VICINITY MAP 111 = 2000' PROFFERS 1. 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 oif the certificate of occupancy for the building to be erected on the property. 2. The Owner shall construct one bus 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 VOOT 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 locationi by VDOT 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 idollars ($7800).. 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 on 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 & Sthell 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 provided An this Proffer 3. Before the Owner requests a certificate of occupancy for any building for which a LEED certified architect rendered such a certificate, the Owner shall submit to the County s Director of Community Development a written statement froom the arch-itect that the building was built to the plans on which the opinion was based. For each building containingi 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 building. 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 Owner's obligation to replace trees within the Conservation Areas shall be completed within the following planting 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. SITE TOTALS AND LAND U;SE DATA NOTES C� OWNER INDEX CKW 2, LLC, TITLE SHEET TITLE 100 WEST LITTLE NECK ROAD o VIRGINIA BEACH, VA. 23452 C-2 TOTAL SITE AREA 1.051 ACRE EXISTING CONDITIONS & PRESENT ZONING NMD Neighborhood ftdel District (ZMA 2006-14), Entrance Corridor PROPOSED USE : PROFESSIONAL OFFICEES C-3 PARKING SCHEDULE LANDSCAPE PLAN 12,000 sf x 0.8 = 9,600 sf net I space per 200 sf net leaseable amea C -4A 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, 9308 S.F. 54% BOUNDARY: . DOMINION DEVELOPMENT RES30URCES, LLC, TOPOGRAPHY: DOMINION DEVELOPMENT RESOURCES, LLC. THE SITE IS)LOCATED WITHIN SOUTH FO)RK RIVANNA RESERVOIR WATERSHED MAXIMUM BUILDING HEIGHT: 2 -stories, 50' (measured at the front facade) 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 DUMPSTERI 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) Department of Community Development Plannier/Zoning Enginieer Bui Idiing Official Architectural Review Board Fire Official Albemiarle County Service Authority Virgiinia Department of Transportation C� SHEET INDEX INDEX o TITLE SHEET TITLE C-1 o COVER SHEET C-2 N 1-0 co EXISTING CONDITIONS & It J X:k, FINAL SITE PLAN C-3 0' LANDSCAPE PLAN LIGHTING PLAN C -4A LIGHTING CUT SHEETS C-5 'EROSION CONTROL PLAN. Department of Community Development Plannier/Zoning Enginieer Bui Idiing Official Architectural Review Board Fire Official Albemiarle County Service Authority Virgiinia Department of Transportation C� f) < > ri 6� o o N 1-0 co It J X:k, 0' LL - z :r 0 T- cn U) < z ca Q LL C) z (0 o C) ru lu o7 0 fl tii LJA Uj D LIJ CD M LLJ :E a_ I U) PROJECT NO: 06.0754 INDEX TITLE: C� SHEET NO: I OF 6 DATE: MAY 14, 2009 �q3 95� N�peAA0 zo%9 s A 5 0-5� I I / 1 I DRAIN q SEMENT I 112 DBL OA C) a 1 Il 20\ OAK o I 15 PANE /I AREAS OF.SITE WHERE EXISTING SLOPES ARE TWENTY-FIVE PERCENT OR GREATER INDICATED BY SHADING, ° S \ 01 15 M 15 MA \ \' 7 f I I f' s , qq�� '' ? / 15POP ? \ \ AKS \ I oq \\ P kip, �� c� \ . TREE 12" OR G6ATER i �T IN CONSERVATION EASEMENT TO BE REMOVF�D , o \ o CaCC S 12'' OR M Z jai 1 6'Q I s GREATER TO BE US NFygF� y6 I I s9 I i , REEIHVE [ I IN 1 .."ERVA i CII EASF MEf 1T FNT 0� I i 1 i 1. 15 ' f i ickor•V T�< SpT 2. 12 F )pJar ti�F l I I 4. 1-2" MI-9ple I J I 5. 12" Maple I I I o 6. 15 " Map le + 10 1 I The Albemarle County Planning Commission has approved (5) five waivers which include the waiver to Section 8.4, the rear setback waiver, the Critical Sllopes waiver, the waiver of Section . 20A.8 relating to a mixture of uses & housing types, and a waiver to Section 20A9.1b as described by staff at the meeting. CS 4 0 Q�lNcotC } A= 22.01' R= 60.00'z X - N71 °04 'Q4K 4.50' S22 00'`20W 10.20' S75 '39'46W 5.22' LIGHT E1►.? 1 1 f:_ NS 1 1 2 2A 2B �'�; I 630 Q i i ca / / Z z / 625-- 25 / / v /i c~n w P z 3 O E1►.? 1 1 f:_ NS 1 1 2 2A 2B �'�; I 630 Q ca ci Z z 625-- 25 v c~n w P z 3 O 620 620 cn _< U _._.-._REFER -TO-DETAIL ON C3=A 615 w U REDI ROCK RE.TA1NING . WA L a i UD O TOP FL 60868 O L I PROPOS D GRADE,- 610 CJZ ~ H U) U .N 605 a L T C 0 Z m o Z > CD v GROUN . 600 ...:. EC -1 Tr o- h ---•I tai µ .� NOpE 1, - _"15. HDPE o--� @ 0 95, �A W �i 1�— F -I 595 W _j 0 h -t f— La Uj1— -] o W W. ;x M _..... .o...., o 590 N - � coo o�_ � ,- _ .. _ ..... . _._.... , O ..._.. ,.., _....._. � _. Q � ...., cf� �..- o .. 11....: w .. + _. 585 LL II ,.. p.........., !.� .,. z ..,_..__.. _._. fl n o _ ., . .Lli II d ct 580 10+00 10+50 11+00 NORM SEWER STR-1 TO STR=2B PRO_F_ILE SCALE: C=10' VERT.; 1"=30' HORZ. 330 625 620 615 610 605 600 595 590 585 580 i0 Eva aver EX SIDEWALK REDI-ROCK TO BE REMOVED RETAINING WALL TO NEW CURB "ESSENCE OF ROCK" CG -1 o a 0,� TMP 6OF-1 v 8 QAO'i!ENT p DYNAMIC INVESTM MENS CAPITAL ENTERPRISES F° ti5� E P 95 USE: I ZONED: C-1 l \ I 0A I\- EX5g�.95 USE: OFFICE BUILDI ,590 35 S o /: ✓ �� I I I I 0'S8e A N 86)44'00 E 9 .1&... LTTE BENCHMARK I II TOP OF �ANHOLEI I 15' DRAINAGE SE NT. \ /. ' ELEVATION = 61 1.69 II11 S \ _ I I I �I ; i o / I I rn \ .� . �. - �O . II YURAULIly OIC ROAD i I I I NTERSECTION i 6 „ 21 / 21 A 1 EX IDEWALKI 1 I I \ CONCRETE �10�WALK WI I TOB REMOVE I CQ TRQL.:JQINTS '@.3 6" � R 4 ` o I TO NEW CURB I ,� anterr1 \ R 9x 16 SP �tYP) CG- v", i cu � .. C6 (typ.) � I 6n P I I 1 N 1 / / X i I I�, HVA I \ 6 c EM ER� IIiIII�I , II, I I II I �� , XI II II�, 0 11 , \ + cn/ '� o I I I I \ / FF2=629 I I FF 1=617. �\ S I I I BE =608 z - I w 1 \ a� or 1 / l ,l �, l /l I( r I 1 o `r I �I Ly I 70 WE_ �z�c� ozu�•2' 0 ,�o / \\ \ I \ I t �'i / r`I /\I \I / � II�I BRC3 0 " 1LLNW DIIDNE o (YB5 SiDEWA W , o B IC� o�.+) W � 22, 0II 00 d BORDER tY0-! = X 05 )n(VOOT 20 co / c� I to .... .. _ 61 ... .. ... � I /Q / / Q) OPOSE .... 6 VARIAB E WIDT RWSA WATERL NE EAS MENT SITE B HCHMAR . 1 TRAFFI BOX / + I I Where hecess r rovide structural stability f/ I 4 R ELEVAT N= 6 5.71 Y 'OPEN. TO I for th emba k er t wh i e xcavat in PARKING 9 II III ;,I I; ) or th base e t f th bl_lilding :.UNDER.'I,I \ ST FLOOR adjacen to w ter 1 n . By 2' WIDE ( '9 / �.: ,i ' . 1 CONCRETE I \ j` ` ij ��. i `� 1 `r- R)Y. ,. _ BORO NT5 I R1I paeON c� r W/ C JOI FF2=629 = I FF1=617 tial \ / i' BE =608 qCs\\ i'u:p / /�` a 6x6' Mon meent g T �f r /0 0� Wi 1 Mee 1 a / I C3 . A. /. c ARB RB � /�` . u' em' i n t Y \ c r. Y. c� 1 � - / — O F � o V,'9. I �TRAFFIC LIGHT 1 / ✓ s. S i' I �6 6 tj /J + O1� , 1 o �Zyy o I 1 X66 I !. Fra ! / ant�rn (typ " ✓/O / 6 I ': (iS�A / RETAINING WALL 1 I \\ M �;� j s O�►_ j `�j ` ; I „ESSENCE OF ROCK" 14,000 vpd (VDOT - 2005) m o I ' /,IZ4 O ight-b FINAL SITE PLAN � I 8,000 vpd j%! ✓ I ' + (VDOT - 2005) / � I GRA\PHIC SCALE I" =20 0 20 40 60 PROJECT NO: 06.0754 INDEX TITLE: C 2 SHEET NO: 2 OF 6 DATE: MAY 14, 2009 Q ca ci Z z v c~n w P z 3 O cn _< U w U a i UD O El El (0C) O L I CJZ ~ H U) U .N a L T C 0 Z m o Z > CD v V h ---•I tai IE .� CoO i o--� �A W �i 1�— F -I W _j h -t f— La Uj1— -] o W W. ;x M PROJECT NO: 06.0754 INDEX TITLE: C 2 SHEET NO: 2 OF 6 DATE: MAY 14, 2009 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' 3 112" CAL. VIBURNUM PRAGENSE 4-5' LNITS OF AAo%DISTURBANCE JA�. ey,C315 J"bqt - 3,5 143-39 N 86';44'00" E \@ El 1 15' DRAIN E SE NT, L0 0 CONCRETE SIDEWALK W/ 0 ONTROL JOINTS @ 3'- 0 EXISTING/, TREES TO REMAN IN PRESERVATION AREA F S S F W cr 0 Z &5 W BOF @ z 0 Illy), L) llI l it :,� � '/ i � "-. / 1 ! I Y C� �� - ` f + NOTE: 6 TREES 12 nn fl-OCATCO TKI TWr: V 4 49 Ty 0 LID TREES 12..OR GREATER TO BE REMOVED IN i CONSERVATION EASEMENT 1. 15 " Hickory I 2. 12" Poplar .3. 12" Poplar 4. 12" Maple THUJA OCCIDENTALIS EMERALD' 3-4' 5. 12" Maple 6. 15 " Maple (3) ILEX X 'PATRIOT' 7-8' (HOLL,,Y) LAGERSTROEMIA X 'NATCHEZ' MULTI -STEMMED 7-8-� (CREPE MYRTLE) WL EASEMENT (PRUNE UP LOWER BRANCHES) IILEX CRENATA 'GREEN LUSTRE' 24 (HOLLY) PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME CAL. HEIGHT REMARKS CANOPY AREA (8F) AREA TOTAL (8F) SHADE TREES ZS 8 ZELKOVA SERRATA 'GREEN VASE' Green Vase Zelkova 3.5" L CnavrryP MM Pt mb-..` GB 6 G NKGO BILOBA 'PRINCETON SENTRP'r',inceton Sentry Ginkgo 3.5" PADflee -nNS 6 Willow Oak 3.5" (or aa>pecMna by w.11 He gM 6 Red Maple 3.51' ---i:on.YVoven GavtaaEle F.- 0�2 ORNAMENTAL TREES Waehed Stone 1 2 ILAGERSTROEMIA X 'TUSKEGE-'ITuskegee Crepe Myrtlej :=-j TYPICAL GRAVITY WALL 47 -GRAVITY BLOCK 3 LAGERSTROEMIA X 'NATCHEZ' Natchez—Crepe Myrtle CONIFERS THUJA OCCIDENTALIS EMERALD'I Emerald Arborvitae 3-4- 5- OC BROADLEAF EVERGREENS 6 ILEX X 'PATRIOT' Patriot Holly 7-8.' 44 ILEX CRENATA 'GREEN LUSTRE en Lustre Japanese Ho I ly 24" 3' OC Q ­ L .. IF.,& 19 VIBURNUM PRAGENSE Prague Viburnum 4-5' 5' OC 41'Obbk U) kUNUS LAUROCER ASUS 'OTTO LUYKEWItto Luyke I n Cher ry 1 24 DECIDUOUS SHRUBS to GROUNDCOVERNINES; LIRIOPE MISCARI 'BIG BLUE' 1 ga1 12 OC ILEX CRENATA 'GREEN LUSTRE' 24'' (HOLLY) (typ) LAGERSTROEMIA X 'NATCHEZ' MULTI -STEMMED 7-6' (CREPE MYRTLE) EAGLE BAY DIAMOND PRO RETAINING WALL COLOR BLUE RIDGE RANGE (6) GINKGO BILOBA 'PRINCETON SENTRY' (GB) 3 112'' CAL. FEMALE GENDER GINKGO TREES WILL NOT BE USED 0 :F- M ,e N Wo E PROPOSED 1ARIABLE WIDTH RWSA WATERLINE EASEMENT\ PRUNUS LAUROCERASUS 'OTTO LUYKEN' (TYP.) 24'' LIRIOPE MUSCARI 'BIG BLUE' 12"OC EDGING BED (2) LAGERSTROEMIA X 'TUSKEGEE' (CREPE MYRTLE) <1 OVERHEAD UTILITY 18--6" HIGH LIRIOPE MUSCARI 'BIG BLUE' 12"OC RAFFIC LIGHT PNOTE: MATURE GINKGO 50-65' HIGH 15-20' SPREAD (3) ILEX CRENATA 'GREEN LUSTRE' 24" (HOLLY) (q) TI 17Y Y ' IDATQTnT 7-8 (HOLLY) y) 0 W EAGLE BAY DIAMOND PRO RETAINING WALL COLOR BLUE RIDGE RANGE GRAPHIC SCALE 1"=20' 0 20 40 60 TYPICAL GRAVITY WALL .5 T,9�t 6 28" GRAVITY BLOCK < (0) > > 41 C� L CnavrryP MM Pt mb-..` :6 is f' P Depth 8 NM WaR -4- PADflee -nNS k fATAIL A (or aa>pecMna by w.11 He gM z I_ ---i:on.YVoven GavtaaEle F.- 0�2 Waehed Stone 8 -k TYPICAL GRAVITY WALL 47 -GRAVITY BLOCK Placed tv t'9' Deptl. M z x 0 Q ­ L .. IF.,& 8.y Nptl 41'Obbk U) < 630 3 630 .. . ...... . ..... ... .... . Leveling Pad or Lower PROFILE VIEW I Courses of Redi-Rock Blocks (No Scale) Pipe Protruding Through Wall Ground Level -Place 1pe Pipe Protruding Through Wall SECTION VIEW (No Scale) REDI ROCK WALL (blocks are 41" deep, 46" long, 18" high) COLOR: "ESSENCE OF ROCK" G STR-2DETAIL ............. ... ................................ NOT TO SCALE CJ T 1 N1 OT H *Y RIAX idl 1 L L ER LIC. N o. 3 ,_<2 .5 T,9�t 6 < (0) > > 41 C� L :6 -4- CJ T 1 N1 OT H *Y RIAX idl 1 L L ER LIC. N o. 3 ,_<2 PROJECT NO: 06.0754 INDEX TITLE: C�3 SHEET NO: 3 OF 6 DATE: MAY 14, 2009 LL z 0�2 P. 04 z x 0 U) < to to Z z C� M ro F4 0- U) M ro "0 C Z CC> 0 a) CD z CIS 4> V -P-41 z Z _j . LU _j Uj Uj Cc X: PROJECT NO: 06.0754 INDEX TITLE: C�3 SHEET NO: 3 OF 6 DATE: MAY 14, 2009 R f a a m C w U, +1 U Ql 0 E- CL J L ro 0- U U ro CD 0 U U a, 0 L a LUMINAIRE SCHEDULE SCHEDULE No. Label Description Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts Color/Finish 71.2 fc BUILBING SIGN LITHONIA MR2 ARCHITECTURAL ARM- ONE 250 -WATT CLEAR 20500 1.00 297 POLE AND FIXTURE: [� OB -1 2 250M SR4W MOUNTED CUTOFF ED -28 METAL HALIDE,Lt110415B.ies DARK BRONZE CORROSION o 4994.8 4096.3 MOUNTED ON KW LUMINAIRE WITH SR4W HORIZONTAL POSITION. RESISTANT POLYESTER 5061.7 4034.1 12.0 RSS 20 4.0 11 REFLECTOR, GEORGETOWN PARKING POWDER FINISH 3.6 fc 12.5 FINISH OM 10 BC LOT 5092.3 4156.9 12.0 0.0 POLE Monument Sign X 9.6. fc 17.4 fc LITHONIA MR2 ARCHITECTURAL ARM- ONE 250 -WATT CLEAR fc Q 00-1 1 250M SR4SC MOUNTED CUTOFF ED -28 METAL. HALIDE,Lt110399B.ies 20500 1.00 297 POLE AND FIXTURE: o TYPICAL ENTRANCE16.1 5043.0 MOUNTED ON KW LUMINAIRE WITH SR4SC HORIZONTAL POSITION. DARK BRONZE CORROSION RESISTANT POLYESTER fc SIGNS W/ 2 FIXTURES 5024.4 20' RSS 20 4.0 FBEFLECTOR. 0.0. POWDER FINISH WALL2 5045.4 4165.4 FINISH DM10 BC 0.0 14 WALL2 5042.5 4202.6 12.0 POLE 15 DECK 5054.3 4198.8 9.0 0.0 LITHONIA MRW ARCHITECTURAL ONE 70 -WATT CLEAR ED- 4170.5 9.0 WALL2 5 70M FT WALL SCONCE WITH -17 METAL HALIDE, Lt111542A.ies 5200 1.00 95 TEXTURED DARK BRONZE CORROSION RESISTANT POLYESTER ® 18 DECK MOUNT FORWARD THROW HORIZONTAL POSITION. POWDER FINISH 19 DECK 5046.5 4083.1 DISTRIBUTION WITH 0.0 20 DECK 5033.9 4063.5 9.0 CLEAR, FLAT GLASS 21 SIGN 5088.7 4091.7 - 11.4 0.0 LENS. CLEAR LAMP.. SIGN 5089.7 4094.9 11.4 0.0 23 Meets the 'NIGHTTIME 4097.9 11.4 0.0 24 SIGN FRIENDLY' Criteria 4133.2 11.4 0.0 25 SIGN FPG4 2 54T5H0 4' WRAP LUMINAIRE, WTAO 54 WATTS 108 WHITE POLYESTER 26 DECK 6 B1X12 PCL MIRO 4 BOARD BEAM SYLVANIA LAMPS ALP200251 S. 4400 .1..00 POWDER FINISH, SIGN 5085.2 4186:4 11.4 REFECTOR AND IES SIGN 5067.1 4057.8 11.4 0.0 POLYCARBONATE LENS SIGN 5068.9 4060.4 11.4 0.0 ELA DS5970-5- DARK SKYS LANTERN 100MH HORIZONTAL 4068.4 0.6 B 6 10OMH; 6' POLE REFLECTOR IN HAT POSITION TEXTURED DS5970-5- 3000 1..00 295 LENS 250MH.IES POLE AND FIXTURE PAINTED BLACK "MIDNIGHT" 134.4. Hi -Lite H -18110 -91 - W (Y-4 SIGN 9 HL-A-91-26/32/4��GLED RLM 1 -CFL 26 TRT P132IC-1.IE5 .1800 1..00 33 PAINTED BLACK CFL -M --M un Lithonia TFM SPECIFICATION ONE 26 -WATT DOUBLE FLD 2 260TT RB FLOODLIGHT, RB TWIN TUBE COMPACT TFM 26DTT_R 1825 1,.00 33 MEDIUM BRONZE DISTRIBUTION, 26W FLUORESCENT, B.ies DOUBLE TWIN TUBE HORIZONTAL POSITION. m cn COMPACT C) T 11 FLUORESCENT.. MEETS � Q THE.'NIGHTTIME FRIENDLY' CRITERIA 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 SCHEDULE No. Label Description Symbol Avg Max CENTER ENTRANCE 5037.0 22.3 fc 71.2 fc BUILBING SIGN 5084.9 4247.6 12.0 0.0 3 FRONT OF 5006.0 2.0 fc 5.5 fc GEORGETOWN - 4994.8 4096.3 20.0 0.0 5 HYDRAULIC ROAD 5061.7 4034.1 12.0 0.0 6 GEORGETOWN PARKING 5084.1 3.6 fc 12.5 fc LOT 5092.3 4156.9 12.0 0.0 8 Monument Sign X 9.6. fc 17.4 fc PARKING UNDER DECK ❑ 7.0 fc 12.5 fc PROPERTY LINE O 0.1 fc 0.3 fc TYPICAL ENTRANCE16.1 5043.0 4097.7 fc 37.3 fc SIGNS W/ 2 FIXTURES 5024.4 4066.7 12.0 0.0. 13 LUMINAIRE LOCATIONS SCHEDULE 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 08-1 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 4075.8 12.0 0.0 7 B 5092.3 4156.9 12.0 0.0 8 B 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 5058.5 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 5088.7 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 � 0 a Lic. Na 3 0 42 DECK ROOF 10% 10% Base 10% 10% Wall 1 10% 107 5��' C Q) ui Q n T I ���1�JT1-N RAY I.,AI; ILL ER � 0 a Lic. Na 3 0 42 o� NAL w Or vnS Pl 1 .6�a Cn ac�r BE 1-RU1,CK II H11 I PJ G W A LR-• :10' r1 a x) 10.4 i�.2. 5��' n T I ���1�JT1-N RAY I.,AI; ILL ER .. :aD Lic. Na 3 0 42 NAL Cn ca co ra w z 0 m � � z v v m i Z UO - E-(0 Q a ® � �' W (Y-4 a- w 4-J un U .H L r� T 2 C 3 0 m cn C) T 11 � Q V z;, t9 ---i ✓s �Q T� V is! F- H UJ � F- U D w ® CC W = 0_ co PROJECT NO: 06.0754 INDEX TITLE: C�4 SHEET NO: 4OF6 0 20 40 60 DATE MAY 14, 2009 m N qt 6i m 0 O iii rD . L a Q c 0 av E 0. Vo O 0 CL 0 L a c m n. m 41 rn U L n T c 3 0 41 W Or L 0 m to L) fo ro L ID x C a 0 or or of L O N c� 0 rD X v n a L 0' C w in a U az 0 L 41 J 41 a U N O }1 U O O L o - Catalog Number Catalog Number Fj LlTHL7N/A L/BHT/1VG� IA LITiS/ONIA L/GHT/NG� Notes Type Notes Type FEATURES & SPECIFICATIONS FEATURES & SPECIFICATIONS INTENDED USE - Streets, walkways, parking lots and surrounding areas. OMF=RC��) INTENDED USE -For building andwall-mountedapplications, CONSTRUCTION - Rugged, die-cast, single piece aluminum housing with CONSTRUCTION - Rugged, die-cast, single piece aluminum housing. Die-cast Q Ml E R nominal wall thickness of 1/8". Die-cast doorframe has impact -resistant, doorframe has al/8"thick tempered glass lens. Doorframe isfully gasketedwith one - tem ered, lass lens (3/16" thick). Doorframe is full asketed with one-piece Architectural Area & Roadway Lighting p g Y 9 P piece solid silicone. U,S.Patent No. D565232. r silicone. Wall -Mo tubula s1 FINISH- dark bronze u Hied Lighting U.S. Patent No. D556,357. powder finish. Additional architectural colors are available; see www.lithonia.com/ FINISH - Standard finish is dark bronze (DDB) corrosion -resistant polyes M R2 archcolors. Striping is also available. ter powder finish, with other architectural colors available. OPTICAL SYSTEM -Segmented reflectors provide superior uniformity and control. MRW OPTICAL SYSTEM Reflectorsare interchangeable. Three full cutoff distributions avail a b le: FT (forward MIRO finish, segmented reflectors for superior uniformity and control. Re- throw),MD (medium throw) and WT(wide throw). flectors attach with tool -less fastener and are rotatable and ELECTRICALSYSTEM- Ballast: 50W-15OW utilizes a high reactance, high powerfactor interchangeable. Five full cutoff distributions available: Type 11 (roadway), METALHALIDE ballast. Metal halide 15OWand beloware standard with pulse -start technology. 358 Type III (asymmetric), Type IV (forward throw), Type IV (forward throw sharp HIGH PRESSURE SODIUM utilizesa reactance high powerfactor ballast. 175Wutilizesa constant -wattage auto MIETAL HALIDE cutoff) and Type V (symmetric square), transformer ballast.HIDballastsareco erwoundand100%factor tested,CSA,NOM AL ELECTRICAL SYSTEM - Ballast is a constant -wattage autotransformer 200W 400W Pp Y r 2 320W and 350W require Super SCWA Pulse Start ballast or INTL required for probe startshipments outside ofthe US for 175M. Notavailable 175M 50W -175W standard. OOW, q P SCWA. Ceramic metal halide lamps are recommended foruseinapplications where HIGH PRESSURE SODIUM (must order SCWA option). All ballasts are mounted on a removable power Specifications superior color rendition, lumen maintenance and longer lamp life are desired, 35W -150W tray, Ballasts are copper -wound and 100% factory -tested. Porcelain, mo Specifications gul-based socket with copper alloy, nickel -plated screw shell and center Length: 32.875" (83.5025cm) Socket:Porcelain;medium basesocketwithcppperalloy,nickel platedscrewshelland center contact. UL listed 66OW,600V4KVpulse rated. . Length: 18 (45.72) contact. Diameter: Height: (6.25" ( INSTALLATION -Universal mounting mechanismwith integ ra I mounting support allows Depth: 9 (22.86) Super CWA pulse start ballasts, 88% efficient and EISA compliant, are required for Overall Height: 8.25" (20.955cm) 200-40OW (must order SCWA option) for US shipments only. CSA, NOM or INTL fixture to hinge down. Bubble level providescorrectalignmentwitheveryinstallation. P P Y Overall Height: 7.25 (18.42) required for probe start shipments outside the US. Max. Weight: 46 Ib. (20.9 kg) USTING-ULListed to U.S. and Canadian safety standards, NOM Certified (see Options).UL LISTING - Listed and labeled to UL standards for.wet locations. Listed and EPA: 0.914. listed suitable forwet locations (damp location listed in lens up orientation), VVLU option Weight: 35lbs (15.88kg) labeled to CSA standards (see Options). NOM Certified (see Options). IP65 Rated. All dimensions are inches (centimeters) unless otherwise specified. offerswetlocation listing in up orientation lsee Options), IP65 rated. 25'C ambient. * Weight as configured in NOTE: Specifications subject to change without notice. example below. Example: MR2 400M SR3 TB SCWA LPI 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. ORDERING INFORMATION For shortest lead times, configure product using standard options (shlown in bold). MR2 eR 5-6 �j�tit �- Example: MRW tOIOM FT TB LPI -� MRW C. Series Voltage Ballast Options --� Lamp1Z MR2 120 Metal halide and high pressure sodium Shipped installed in fixture LPi Lamp Series Watts e/source Distribution Volta e Ballast Options s (blank) Standard magnetic ballast I fuse 120 27 347V 9,9 included g p Lamp SF Single u ( 7, ) Wattage 2403 CWI Constant wattage isolated' OF Double fuse(208,240,48OV)0,9 L/LP Lesslamp MRW High pressure FT Forward 120 (blank) Magnetic Shipped installed in fixture LPI Lamp Metalhaiide 277Pu/;eSiart PER NEMA twist -lock receptacleonly(no sodium throw 2082 ballast SF Single fuse 120, 277, 347V included 347 �. E �E 35S MD Medium 2 CWI Constant OF Double fuse 208, 240V 200M' phatocontro0Less r00M 4804 SCWA Super CWA pulse start ballast CR Corrosion-resistantfinish(epoxy clear , - 70S throw 27� wattage DC12 Emergency circuit 12 volt - LSP lamp TB Finish5 (coated isolated (35W lamp included std.)6 �M, coat over paint) 100S 350M'•' NOTE: For shipments to U.S. territories, ORS Quartz restrikesystem',10 150S lamp 34 a Pu_�3fo�t 2D C12 Emergency circuit 12volt(2, Einish14 SCWA must be specified to comply (blank) Dark bronze Std.) TB 35W lamps included) HS Housesideshield (SR2,SR3) DBL Black Metal 50Mhalide WT Wide 23050HZI DC2012 Emergency circuit 12 volt (blank) Dark bronze, 900M2 Distribution with EISA.. EC Emergency circuit DGC Charcoalgray SCWA Super s High pressure 0 Y 9 Y IOM throw (20W lamp included) trextured sodium SR2 Segmented Type 11 TP Tamper -proof DMB Medium CWA loom 2DC2012 Emergency circuit 12 volt (2, OSST Siandstone, roadwaypulse start 2005 CSA Listed and labeled to Canadian safety bronze 150M to 20W lamps included)6 toextured SR3 Segmented Type Hi standards DNA Natural ballast 2505 asymmetric Mountin 175M ELED Emergency LED secondary DNAT Natural 4005 SR4SC Segmented Type IV g NOM NOM Certified aluminum Ceramic metal source battery pack (-4°F ailuminum, forward throw, sharp SPA Square pole mounting (std.) INTL Available for MH probe startshipping DWH White halide min. operating temple textured cutoff RPA Roundolemountin outside the U.S. CR Enhanced 50MHC 2ELED Emergency LED secondary p g „ corrosion 70MHC source (two modules) DWHG V)Vhite,textured SR4W Segmented Type IV WBA Wall bracket (up or down)fi Shipped separately resistance DBLB Bilaek, textured wide, forward throw PEI NEMAtwist-lock 100MHC battery pack (-4°F min. SR5S SegmentedTypeV DCMR2 Decorative curved arm, operating temps CR Elnhanced (square pole only) PE3 NEMAtwist-lockPE(347V) f50MHC o eratin symmetricsquare OFL Diffusing lens ctorrosion DCMR2R Decorative curved arm, PE4 NEMAtwist-lockPE(480V) EC Emergency circuit7,1 resistantNOTES: NOTES; IBS Internal backlight shield CRT Nlon stick 1 MustorderSCWA. pole PE7 NEMAtvvist-IockPE(277V) 1 120V,NPFonly. 9 t0 2 Must use reduced jacket lamp ED28, SC Shorting cap for PER option TM 2 Must specify CWI for use in Canada. PE Photoelectric cell -button pirotective 3 Consult factory for availability in Canada. VG Vandal guard NIGHTTIME 3 Optional multi -tap ballast 1120, 208, 240, 277V); (120, 277, 347V in Canada; type (n/a TB/TBV)11,12 c(oatingl5 4 Optional multi -tap ballast (120, 208, 240, 277V); (120, 277, FRIENDLY ships as 120V/347V). QRS Quartz restrike systemes 347V in Canada). 5 isolated two -coil system meets Canadian electrical code requirements for 208V, 240V and 480V applications. 6 Mounted in lens up orientation, fixture is damp loca- tion rated. 7 Shipped separately. 8 Must specify voltage. Not available with TB. 9 SF, DF or QRS options cannot be ordered together. 10 Max allowable wattage lamp included. 11 May be ordered as an accessory. 12 Must be specified. an a guar 18 Available with 150M or 15OMHC only. WSUT5 Uptilt 5 degrees Outdoor Sheet#: MR2-M-S AL -163 Outdoor Sheet#: MRW-M-S BM -70 rA L/THON/A L/GHT/NG° Catalog Number Notes 7Type FEATURES & SPECIFICATIONS INTENDED USE - Streets, walkways, parking lots and surrounding areas. (DM ER CONSTRUCTION - Rugged, die-cast, single piece aluminum housing with nominal wall thickness of 1/8". Die-cast doorframe has impact -resistant, tempered, glass lens (3/16" thick). Doorframe is fully gasketed with one-piece Architectural Area & Roadway Lighting tubular silicone. Patent No. D556,357. FINI- MR2 FINISH -Standard finish is dark bronze (DDR) corrosion -resistant polyes- ter powder finish, with other architectural colors available. OPTICAL SYSTEM MIRO finish, segmented reflectors for superior uniformity and control. Re- flectors attach with tool -less fastener and are rotatable and interchangeable. Five full cutoff distributions available: Type 11 (roadway), METALHALIDE Type IH (asymmetric), Type IV (forward throw), Type IV (forward throw sharp HIGH PRESSURE SODIUM cutoff) and Type V (symmetric square). ELECTRICAL SYSTEM - Ballast is a constant -wattage autotransformer 20OW-40OW standard. 20OW, 320W, and 35OW require Super SCWA Pulse Start ballast (must order SCWA option). All ballasts are mounted on a removable power Specifications tray. Ballasts are copper -wound and 100% factory -tested. Porcelain, mo- gul -based socket with copper alloy, nickel -plated screw shell and center Length: 32.875" (83.5025cm) contact. Diameter: 25" (63.5cm) Super CWA pulse start ballasts, 88% efficient and EISA compliant, are required for Overall Height: 8.25" (20.955em) 200-40OW (must order SCWA option) for US shipments only. CSA, NOM or INTL required for probe start shipments outside the US. Max. Weight: 46 Ib. (20.9 kg) LISTING - Listed and labeled to UL standards for wet locations. Listed and EPA: 0.914 labeled to CSA standards (see Options). NOM Certified (see Options). IP65 Rated, All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Example: MR2 400MSR3 TBSCWA LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. MR2 a J -b S Rt%U C Series Voltage Ballast Options Lamp" MR2 120 Metal halide and high_ ressure so yI Shippedinstaliedinfixture LP! Lamp Wattage 2083 (blank) Standard magnetic ballast SF Single fuse (120,277,347V)1,9 included 240' CWI Constant wattage isolated' OF Double fuse(208,240,48OV)9.9 LAP Lesslamp Metalhajide 277 Pu/seStprt OPER NEMA twist -lock receptacle only (no 200M' 347. """ photocontrol) 250141 SCWA Super CWA pulse start ballast CR Corrosion-resistantfinish (epoxy clear 320MI coatover paint) Finish 35 Mt,z NOTE: For shipments to U.S. territories, ORS Quartz restrikesystem9,10 SCWA must be specified to comply (blank) Derkbronze 400Mz Distribution with EISA. HS Houseside shield (SR2, SR3) DBL Black High pressure EC Emergencycircuitt0 DGC Charcoalgray sodium SR2 Segmented Type Ii TP Tamper -proof DMB Medium 200S roadway SR3 Segmented Type ill CSA Listed and labeledto Canadian safety bronze 250S asymmetric Mounting standards DNA Natural 400SSR4SC Segmented Type IV g NOM NOM Certified aluminum forward throw, sharp SPA Square pole mounting (std.) INTL Available for MH probe startshipping DWH White cutoffCR Enhanced RPA Round pole mounting outside the U.S. SR4W Segmented Type IV e Shipped separately" corrosion- WBA Wall bracket (up or down) PP widmenteardthrow PEI NEMAtwist-lockPE(120,208,24OV) resistance SRSS Segmented Type V. DCMR2 Decorative curved arm, symmetric square (square poleonly)7 PE3 NEMAtwist-lockPE(347V) NOTES: DCMR2R Decorative curved arm, (round PE4 NEMA twist -lock PE (48OV) 1 MustorderSCWA. pole only)' PE7 NEMAtwist-lock PE (277V) 2 Must use reduced jacket lamp ED28. SC Shorting cap for PER option 3 Consult factory for availability in Canada. VG Vandal guard NIGHTTIME 4 Optional multi -tap ballast (120,208,240,277V); (120, 277, FRIENDLY 34711in Canada). 5 Isolated two -coil system meets Canadian electrical code requirements for 208V, 240V and 480V applications. 6 Mounted in lens up orientation, fixture is damp loca- tion rated. 7 Shipped separately. 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. Consistent with LEEDT goals & Green Globes' criteria for light pollution reduction Accessories: Tenon Mounting Slipfitter Order as separate catalog number. Must be used with round pole mounting (RPA). Number of fixtures Tenon O.D. One Two@180° Two@90° Three®120° Three@90° Four@90° 2-3/8' AST20-190 AST20-280 AST20-290 AST20-320 AST20-390 AST20-490 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4' AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 MRZVG Vandal guard Outdoor Sheet #-MR2-M-S AI -1R3 �® t/THaN/A LlGHTING'� FEATURES & SPECIFICATIONS Consistent with LEED' oafs 9 5 Consult factory for available wattages. WLU Wet location door for up F54T5HO 2 54T51-10 & Green Globes' criteria 6 Not available with EC, SF, OF or (IRS., F32T8 orientation m-:, r,�x:rr,. N1X20 for light pollution reduction 7 Not available with QRS or OCs. CSA CSA Certified Asymmetric Beam, MIR004, Accessories: Tenon Mounting Slipfitter 8 Not available with EC or DCs. 9 Maximum allowable wattage lamp included. NOM NOM Certified NIGHTTIME " Order as separate catalog number, Must be used with round pole mounting iRPA). 10 Not available with Medium Throw (MD, MDU, MDU5) distributions. INTL International shipment for FRIENDLY 1.0 BF, 51O%THD, PRS(T5H0) Number of fixtures 11 Not available with 347V. GES101SH* 175M ConsNstent with LEED"goals &G,reenGlobes" qieria Tenon O.D; One Two®180° Two�90° Three�120° ThreeQ90° four®90° 12 Must be ordered with fixture; cannot be field installed. Shipped separately fo, Plight poll°tlonieduction 2-3/8" AST20-190 AST20-280 AST24290 AST20-320 AST20-390 AST20-490 13 May be ordered as an accessory. BBW Surface -mounted back box13Access0ries5" Aluminum Construction 2-7/8" AST25-190 AST25-280 AST25 290 AST25 320 AST25 390 AST25-490 14 See www.lithonia.com/archcolors for additional color options. 15 Black finish only. Y UT5 Uptilt 5 degrees Order Order as separate catalfog number. 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 16 Must be specified. WG Wire guardt2 MR2UG V d 1 4 17 Must specify finish. VG Vandal guard12 WSBBW Surface mounted back box an a guar 18 Available with 150M or 15OMHC only. WSUT5 Uptilt 5 degrees Outdoor Sheet#: MR2-M-S AL -163 Outdoor Sheet#: MRW-M-S BM -70 rA L/THON/A L/GHT/NG° Catalog Number Notes 7Type FEATURES & SPECIFICATIONS INTENDED USE - Streets, walkways, parking lots and surrounding areas. (DM ER CONSTRUCTION - Rugged, die-cast, single piece aluminum housing with nominal wall thickness of 1/8". Die-cast doorframe has impact -resistant, tempered, glass lens (3/16" thick). Doorframe is fully gasketed with one-piece Architectural Area & Roadway Lighting tubular silicone. Patent No. D556,357. FINI- MR2 FINISH -Standard finish is dark bronze (DDR) corrosion -resistant polyes- ter powder finish, with other architectural colors available. OPTICAL SYSTEM MIRO finish, segmented reflectors for superior uniformity and control. Re- flectors attach with tool -less fastener and are rotatable and interchangeable. Five full cutoff distributions available: Type 11 (roadway), METALHALIDE Type IH (asymmetric), Type IV (forward throw), Type IV (forward throw sharp HIGH PRESSURE SODIUM cutoff) and Type V (symmetric square). ELECTRICAL SYSTEM - Ballast is a constant -wattage autotransformer 20OW-40OW standard. 20OW, 320W, and 35OW require Super SCWA Pulse Start ballast (must order SCWA option). All ballasts are mounted on a removable power Specifications tray. Ballasts are copper -wound and 100% factory -tested. Porcelain, mo- gul -based socket with copper alloy, nickel -plated screw shell and center Length: 32.875" (83.5025cm) contact. Diameter: 25" (63.5cm) Super CWA pulse start ballasts, 88% efficient and EISA compliant, are required for Overall Height: 8.25" (20.955em) 200-40OW (must order SCWA option) for US shipments only. CSA, NOM or INTL required for probe start shipments outside the US. Max. Weight: 46 Ib. (20.9 kg) LISTING - Listed and labeled to UL standards for wet locations. Listed and EPA: 0.914 labeled to CSA standards (see Options). NOM Certified (see Options). IP65 Rated, All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Example: MR2 400MSR3 TBSCWA LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. MR2 a J -b S Rt%U C Series Voltage Ballast Options Lamp" MR2 120 Metal halide and high_ ressure so yI Shippedinstaliedinfixture LP! Lamp Wattage 2083 (blank) Standard magnetic ballast SF Single fuse (120,277,347V)1,9 included 240' CWI Constant wattage isolated' OF Double fuse(208,240,48OV)9.9 LAP Lesslamp Metalhajide 277 Pu/seStprt OPER NEMA twist -lock receptacle only (no 200M' 347. """ photocontrol) 250141 SCWA Super CWA pulse start ballast CR Corrosion-resistantfinish (epoxy clear 320MI coatover paint) Finish 35 Mt,z NOTE: For shipments to U.S. territories, ORS Quartz restrikesystem9,10 SCWA must be specified to comply (blank) Derkbronze 400Mz Distribution with EISA. HS Houseside shield (SR2, SR3) DBL Black High pressure EC Emergencycircuitt0 DGC Charcoalgray sodium SR2 Segmented Type Ii TP Tamper -proof DMB Medium 200S roadway SR3 Segmented Type ill CSA Listed and labeledto Canadian safety bronze 250S asymmetric Mounting standards DNA Natural 400SSR4SC Segmented Type IV g NOM NOM Certified aluminum forward throw, sharp SPA Square pole mounting (std.) INTL Available for MH probe startshipping DWH White cutoffCR Enhanced RPA Round pole mounting outside the U.S. SR4W Segmented Type IV e Shipped separately" corrosion- WBA Wall bracket (up or down) PP widmenteardthrow PEI NEMAtwist-lockPE(120,208,24OV) resistance SRSS Segmented Type V. DCMR2 Decorative curved arm, symmetric square (square poleonly)7 PE3 NEMAtwist-lockPE(347V) NOTES: DCMR2R Decorative curved arm, (round PE4 NEMA twist -lock PE (48OV) 1 MustorderSCWA. pole only)' PE7 NEMAtwist-lock PE (277V) 2 Must use reduced jacket lamp ED28. SC Shorting cap for PER option 3 Consult factory for availability in Canada. VG Vandal guard NIGHTTIME 4 Optional multi -tap ballast (120,208,240,277V); (120, 277, FRIENDLY 34711in Canada). 5 Isolated two -coil system meets Canadian electrical code requirements for 208V, 240V and 480V applications. 6 Mounted in lens up orientation, fixture is damp loca- tion rated. 7 Shipped separately. 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. Consistent with LEEDT goals & Green Globes' criteria for light pollution reduction Accessories: Tenon Mounting Slipfitter Order as separate catalog number. Must be used with round pole mounting (RPA). Number of fixtures Tenon O.D. One Two@180° Two@90° Three®120° Three@90° Four@90° 2-3/8' AST20-190 AST20-280 AST20-290 AST20-320 AST20-390 AST20-490 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4' AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 MRZVG Vandal guard Outdoor Sheet #-MR2-M-S AI -1R3 �® t/THaN/A LlGHTING'� FEATURES & SPECIFICATIONS Catalog Number `VF J Notes Type INTENDED USE Ideal for signs, flags, building facades and landscaping. CONSTRUCTION Compact NEMA heavy-duty construction. Die-cast aluminum housing and Floodlighting - front bezel. Bezel is removable via position -oriented hinge -cam design. Lens HI -LITE � ��� � � � ����� �� �� is thermal- and shock -resistant, 1/8" clear tempered glass. " A FINISH J ® TFMI Standard finish is dark bronze (DDB) corrosion -resistant polyester powderP1321C-1°IES finish with other architectural colors available. OPTICAL SYSTEM PRODUCT INFORMATION Anodized aluminum faceted parabolic construction provides high efficiencies. Test Report Number H132ICS ELECTRICAL SYSTEM COMPACT FLUORESCENT . Manufacturer ILS 6lIA ACTURING CO. Ballast: Multi -volt (120-277) high power factor electronic ballast, <10% THD, 13 - 42W with starting temperature of 0°F (-18°C). Electrical components are mounted Luminaire Catalog No, H18110 -HLA to the cast aluminum housing, providing easy access during servicing. Luminalre Description I: Socket: Four -pin, positive -latch thermoplastic socket: M BLACK PAINT P132 RLM LAMP Lamp Catalog No. 1- 32W 35K 4 -pin lamp provided when lamp is included with fixture (LPI). Specifications INSTALLATION Height: 10.6 (26.9) DETAILED INFORMATION Die-cast aluminum 1/2" NPSM mounting knuckle is standard. Steel painted Width: 10.6 (26.9) mounting yoke and 3 ft. 16 SEO cord is optional. Photometry Type: C Number of Lamps: 1 LISTING Depth: 6.9 (17.5) Units Type: Feet Lumens per Lamp: 2400 UL Listed. CSA or NOM Certified (see Options). UL Listed for wet locations. *Weight: 6.86lbs (3,1kg) P Width: 0.50Input Wafts: 32 IP65 rated. EPA: 0.5 Length: 0.00 Ballast Factor: 1.00 * NOTE: Specifications subject to change without notice. Weight as configured In . example below. Height: 0.00 Lamp Ballast Factor: 1.00 Candela Multiplier: 1.00 All dimensions are inches (centimeters) unless otherwise spelcified. LUtTllnalre Geometry: NIA Lead times will vary ryde ending on tions selected, Consult with our sales representative, Tilt Angles:ORDERING INFORMATION Tilt.Factors: Example: TFM 321TRT RB MVOLT LPI TFM �'� - 2 �- POLAR CANDELA PLOT Horizontal Angles LUMINANCE SUMMARY Wattage lamp Di Horizontal Angles Series �tnbidon Options Finish' Voltage ' Lamp' lavO �. 0 90 TFM 13DTT FIB (6 x 6) 120 Shipped installed in fixture DNA Natural aluminum LPI Lamp 0,0 0 0.0 0.0 180TTincluded 277 BDP Ballast disconnect DBL Black 26DTT 347 GMF Internal slow -blow fusing DSB Steel blue L/LP Less lamp 12 45 0.0 0,0 26TRT MVOLTI PE Photocells OMB Medium bronze ( Q 65 0.0 0.0 32TRT YK Yoke mounting OGC Charcoal gray Q 65 : O.O 0°0 42TRT C62 2' 16-3 SEO cord pre -wired DTG Tennis green 75 0.0 0,0 C42 2' 14-3 SEO cord pre -wired DER Bright red 85 0.0 0°0 C22 2' 12-3 SEO cord pre -wired DSS Sandstone g0 - CSA CSACertified DWH Whits Average Luminance {cd%f, NOM NOM Certified CR Enhanced Shipped separatttlV4 corrosion - WG Wire guard resistant VG Vandal guard CRT Non-stick �Q protective 31 W Upper visor coatings FS Full visor j 1 TS Tennon slipfitter (2-3/8" OD tenon) .30 521 VelficaiAnnies NOTES: CANDELA VALUES (multiplier =1.000) To obtain actual candelas, multiply the candela vat a shown by the candela multiplier, 1 Multi -volt electronic ballast capable of operating on any line voltage from 120-277V. 2 Not available with MVOLT. Must specify voltage. Accessories: Order as separrate catalog number. 3 Not available with 347V. TFMWG Wiregutard RLM FLUORESCENT ANGLE RE 4 May be ordered as an accessory. TFMVG Vandal cguard 5 See wvvw.lithonia.com/archcolors for additional color options. TFMUV Upper visor 6 Black finish only. TFMFV Full visorr 7 Must be specified. TFMTS Tenon sllipfitter (2-3/8" OD tenon) Outdoor Sheet #: TFM-CFL FL -1010 Parking Garage Luminaire Reflectors -Precision formed 95% total reflectance, segmented optics utilizing Aianod MIR004 specular aluminum reflectors warranted for 25 years. Construction-Backplate 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 CSA C22.2 No. 250,0-00). 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. �u it. . ., �9 2°°BAculry Brands Lighting. Inc. . FPG4 4' QNNcrJQ 1 54T51-10 F54T5HO 2 54T51-10 F54T5HO 232 F32T8 m-:, r,�x:rr,. N1X20 Normal Beam, MIR004, 0.020" B1X20 Broad Beam, MIROO4, 0.020" AIX20 Asymmetric Beam, MIR004, 0.020" wMaRNMEMWA MVOLT .. 120-277V, 60 Hz 347 1 347V, 60 Hz slanc,. ,.. 1.11, GEB10PS 1.0 BF, 51O%THD, PRS(T5H0) GEB101S* Normal BF, :510% THD, IS (T8) GES101SH* High BF, 1510% THD, IS (T8) .. I. _. (blank) No Lamps LP841 std life, 4100°K, 85 CRI LP841A Amalgam, 4100°K, 82 CRI ®R -. ';,d zl, AL Aluminum Construction 18GA 18 -gauge housing Available only with To lamp profile 2011 W. Rundberg Lane - AustrbTX 78758 ° 800.237.2809 • FAX 512.651.1638 www.speclightsolutions.com - info@speclightsolutions.com SL04011.00 Low -profile rugged polycarbonate full -cover lens housing with post -painted steel back plate for a high level of security and durability. Luminaire designs are engineered for heat management and tested in an in- house thermal chamber for environments up to 40°C ambient temperature, Matching fixtures are available with normal optics for increasing lighting levels at entrances, elevator lobbies, pedestrian waiting areas and stairwells. 31 2° --- 9 5/8" - Fusing / J 0° 30° FPG4 2 54T5H0 BIX20 Test #ALP200251 S Fixture Efficiency: 61.8% ,j3 � TIfy"Cis-f'I - 4W Lic. iv,D-.05'42 Ay -� E 7 F O QNNcrJQ d) < 6 > Wcc A >mm i4 m AZ ill -N O� { to dGr6�ns -- p1a�ti r✓a a�� ,j3 � TIfy"Cis-f'I - 4W Lic. iv,D-.05'42 Ay PROJECT N0: 06.0754 e/us INDEX TITLE: &5 Pa . `'� ,.. 2011 W. Rundberg Lane - Austin, TX 78758 .800.237.2809 . FAX 512.651.1638 u'y www.sveclicihtsolutions.com • infor@soecliahtsolutions.com /V A A Wcc A r - Z © �+ ra Z C-7 co w Z 3 CD z vi d C7 Z ca co O I- ® 00 ® 0) m 1- ri en co of m a) a) c> \, W F3 C ry 0 O v r !C i 'Zi r=C> U c ro Co 6 10L E r too o Gv > C7) ro m cc o M C C IS; at Co W CC 4� N " C Q C (o `t Co(13 r-, I- a,-) ." W o .r, J 0. a co 0 0 En N to to "~ ' 6O 0 Z 'v m LO T- F2 Iii -mill s .Ca it�Ya 1y�� r ti IImo�.. rpt Lit _J F_ 1-1 W _J I-- t-- rI i - U W 7) F- t U cc f1 M i!) PROJECT N0: 06.0754 e/us INDEX TITLE: &5 Pa . `'� ,.. 2011 W. Rundberg Lane - Austin, TX 78758 .800.237.2809 . FAX 512.651.1638 u'y www.sveclicihtsolutions.com • infor@soecliahtsolutions.com /V A A in inN V) di 0 0 N T L EE H G) 4J 0 0 CL 0 n C .H LL C: ro n a. .H U) U H 10 m t- T C c 41 a: 410 w co i U H m C_ a T C C 0 O iD a7 L L 0 m 0 0 in t- a L m c w 41 U a� 0 J N i n L) LE SPREADER W CROSS. SECTION JUTE, OR EXCELSIOR OR EQUIVALENT STAPLED IN PLACE VARIABLE (MIN. 7') BURIED 6" MIN: BURIED 6" MIN. _ { -�i �Iii�iR1, LEVEL LIP OF - l 1=11(-I 1 I�(I I^I (f -i I I -I I I�I I I -•III -I I -I (I-III=III-III I 2:1 OR SPREADER -1 i=II I=III=I) I=III-I 11=I 11=III 1 I I -i 11=I 11-11 f=I FLATTER MIN 6, LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION VDOT #3,: #357, #5, #56 OR #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER * FILTER CLOTH 6X6 TREATED TIMBER 6° MIN. SECURE WIRE TO GROUND i WITH WIRE STAPLES % #5 REBAR TO _ SECURE TIMBER -IIIIII„ 7' MIN. I 3' UNDISTURBED SOIL MIN, 6' LEVEL SPREADER WITH RIGID LIP * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP 2:1 OR FLATTER 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 _� E LIMITS OF The front of the site has been previous cleared, but vegetation is re-establishing itself. o nTCTI10PAKinr= I I The s't d ff b t 4- 1 SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual , 4 ter~' c�'u ,r 4 = , ,�j f be sediment functional Me constructed as a first step in any land -disturbing activity and shall PLATE: 3.21-2 i 1 I ... / e unction 1 before up-slope land disturbance takes place, MS- 5 Stabilization Measures. r Stabilization measures shall be applied to earthen structures such as dams, dikes and. LOBBY T 1 diversions immediately after installation.IL MS- 17 Vehicle Access FENCING AND ARMORING DRIP LINE SNOW FEN BOARD FEI =NCE CORRECT METHODS OF TREE FENCING J CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSCW s o \\w F ° - 1 SOP '� . �... „/��� .. /% % • �. _ . j . . . -1 � _ 1�L O C Iii T ; � � ///�\ r��� M A _ , �-L � �it�t -tl � 00.12POi.FF 1=617 zr . A BE \ \ LOCUST � � , •f. , >✓ WIRE SUP-[ 0 � � �� � I S�3QcILT` f=EN10 CS \� -j 2/P AK om _ � � `69 O� � , � � a�,�,�•, �4` �- �� 1 BEES 1- ' _)R yT 6 f GREATER TO BE CSS NFy�F�,�6 � ' s9 � 1 � � , , REMLIVED I1\1 F 6 G� I I I / ;.Z •, //V` �.! C;ONSERVATI0k],�o EA EME11 ! 1. 12 " Poplar ��ckoq< SART /r I If � 1 � � / WM �.. F�� L MITS F DISTWRBANC V 3. 1� Poplar � Dj �.. Q 4. 1c Maple IIQ 5. 12' Maple ( 1 V 6. 15" .Maple ` 1 ;�� i ; ��\� 0 1 I J j i e tops o su s an is ly to the rear which is covered with deciduous trees. ADJACENT PROPERTY public roads, provisions shall be C N _ v, C) N TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL The site fronts on Hydraulic Road (Rt 743) to the east. Georgetown Road (Rt 656) is to the N � j. i N ? BE MADE IMMEDIATELY. southeast, the Sprinkle, residence to the southwest, Georgetown Green to the west and an office C,->n/bp tracking onto the paved surface, building to the west:F_ky ® E OIFFSITE AREAS C 61T. W (� C_ There will be no import or export of material. Whe=re sediment is transported onto a public road surface, 6 = �t 4 SOILS 6I58 Pacolet sandy loam deep, well drained, and gently sloping. Typically, the surface to ® Q N m m pi -T -I- layer of this soil is brown sandy loam about 6 inches think. Permeability is moderate and �;; available water capacity is low. 1:6 9 0 p 0) CRITICAL EROSION AREAS, O .0 There are no critical erosion areas; ro transported to a sediment control disposal area. Street EROSION AND SEDIMENT CONTROL MEASURES U Unless otherwise indicated, all vegetative and structural erosion and sediment control e practices will be constructed and maintained according to minimum standards and specifications sediment is removed in this manner, This provision shall apply to individual subdivision lots of the Virginia Erosion and Sediment Control Handbook, i� w STRUCTURAL PRACTICES 1. Construction Entrance- 3.02 as well as to larger land disturbing activities, A temporary Construction entrance will be provided upon field determination by the County and tlhe contractor. 2. Silt Fence- 3,05 m� �1 w A temporary sedimentbarrier consisting of a synthetic filter fabric stretched across and ' Gr6��s cK�4 attached to supporting posts and entrenched. 3.. Inlet Protection _ 3.07 f; P_va,1,1 All. temporary erosion and sediment control measures shall 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. finial site stabilization or after the temporary measures are no longer needed, unless 4.: Temporary Sediment Trap - 3.13 A small ponding area, formed by construction an earthen embankment with a stone outlet across a drainage. Swale. othierwise authorized by the local program administrator. Trapped sediment and the disturbed 5,. Outlet Protection = 3.18 , RAprap 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," Off. VEGETATIVE PRACTICES Q 1.. Temporary Seeding - 3.31 14, stabilized to prevent further erosion and sedimentation. Establishment of temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing plants on sites that will not be brought to final grade for periods of 30 days to) one year, German Millet at 60 lb./ac., Weeping Lovegrass at 3 lb:/ac., Korean Lespedeza atU 11���OTi (�tA N1ILIEdi 20 lb./ac, 4� I ic. No. 3 ; 42 Temporary seeding shall be fertilized. Fertilizer shall be applied at a rate of 600 lbs/acre b of: 10-20-10 according to the handbook, The builder may save considerable funds by having the .01 soul tested by VA TECH (kits are available at the extension office and the test costs $6.00). 2. Mulch - 3.35 <' 3 Organic mulch shall be used in conjunction with seeding operations and shall be applied at the raite of 2 tans/acre.'S 33, Dust Control- 3.39 utst control Measures shall be utilized throughout this site when necessary. Typical temporary measures include but are not limited to, irrigation, temporary seeding barriers. These r measures will aid in the prevention of harmful airborne substances as well the effects of wind o erosion: MANAGEMENT STRATEGIES CD fzl 1. Construction should be sequenced so that grading operations can begin and end as quickly Q as possible: 2. Sediment trapping measures shall be installed as e 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 gradin 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. m PEIRMANENT STABILIZATION Z All areas disturbed by construction will be stabilized with permanent seeding immediately o following finish grading. Seeding will be done with Kentucky 31 Tall Fescue according to Std.. ® r & 'Spec, 3.32 of The Virginia Erosion & Sediment Control Handbook. 5-20-10 fertilizer shall be c� applied at the rate of 1000 lb/ac and lime at 2 tons/ac. Permanently seeded areas shall be protected during establishment with straw mulch (2 tons/ac). STORMWATER MANAGEMENT W p 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 thie pre -development condition: MAINTENANCE In general, all erosion and sediment control measures will be checked weekly and after each w significant rainfall. The following items will be checked in particular: c) Thfe sediment trap will be checked regularly for sediment cleanout and the silt fence will be rexpaired or replaced as needed. 3 A1:1 seeded areas will be checked regularly to see that a good stand is maintained. Areas 0 should be fertilized and reseeded as needed, MS --1 Stabilization of Denuded Areas and Soil Stockpiles Perrmanent or temporary soil stabilization must be applied to denudedseven days U, a afterwithin after final grade is reached on any portion of the site. Temporary soil stabilization shall � be applied within seven days to denuded areas that may not be at final grade, but will remain dormant -(undisturbed) for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left dormant for more than one year, Sosl stabilization refers to measure which protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to be paved. Soil stabilization measures should be selected to be appropriate for the time of year, site conditions and estimated duration of use: w CMS -4 Timing and stabilization of Sediment Trapping Measures r� Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual , 4 ter~' c�'u ,r 4 = , ,�j f be sediment functional Me constructed as a first step in any land -disturbing activity and shall PLATE: 3.21-2 i 1 I ... / e unction 1 before up-slope land disturbance takes place, MS- 5 Stabilization Measures. r Stabilization measures shall be applied to earthen structures such as dams, dikes and. LOBBY T 1 diversions immediately after installation.IL MS- 17 Vehicle Access FENCING AND ARMORING DRIP LINE SNOW FEN BOARD FEI =NCE CORRECT METHODS OF TREE FENCING J CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSCW s o \\w F ° - 1 SOP '� . �... „/��� .. /% % • �. _ . j . . . -1 � _ 1�L O C Iii T ; � � ///�\ r��� M A _ , �-L � �it�t -tl � 00.12POi.FF 1=617 zr . A BE \ \ LOCUST � � , •f. , >✓ WIRE SUP-[ 0 � � �� � I S�3QcILT` f=EN10 CS \� -j 2/P AK om _ � � `69 O� � , � � a�,�,�•, �4` �- �� 1 BEES 1- ' _)R yT 6 f GREATER TO BE CSS NFy�F�,�6 � ' s9 � 1 � � , , REMLIVED I1\1 F 6 G� I I I / ;.Z •, //V` �.! C;ONSERVATI0k],�o EA EME11 ! 1. 12 " Poplar ��ckoq< SART /r I If � 1 � � / WM �.. F�� L MITS F DISTWRBANC V 3. 1� Poplar � Dj �.. Q 4. 1c Maple IIQ 5. 12' Maple ( 1 V 6. 15" .Maple ` 1 ;�� i ; ��\� 0 1 I J j 1 ' 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 NOTII=IED 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 GRAPHIC SCALE I"=20 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 -B: 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 0 20 40 60 Plate Whe=re construcron vehicle access routes intersect paved public roads, provisions shall be CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL 0 BE MADE IMMEDIATELY. 0 madle to minimize the transport of sediment by (vehicular) tracking onto the paved surface, ® E C_ Whe=re sediment is transported onto a public road surface, the road shall be cleaned thoroughly Q2 C• d of each at the en day, Sediment shall be removed from the roads by shoveling or sweeping and ro transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner, This provision shall apply to individual subdivision lots i� w as well as to larger land disturbing activities, MS --18 Disposition of Temporary Measures f; All. temporary erosion and sediment control measures shall he removed within 30 days after finial site stabilization or after the temporary measures are no longer needed, unless othierwise authorized by the local program administrator. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently m stabilized to prevent further erosion and sedimentation. 3 CD Q 1 ' 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 NOTII=IED 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 GRAPHIC SCALE I"=20 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 -B: 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 0 20 40 60 Plate 5.St3- Z CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. i z County of Albemarle - i Conservation Plan Checklist To be placed on Landscape Plans (Handbook; pp III -284111-297 for complete specifications) 1. a b1lowing Iftnis shall be sbown on the yl&nj I Q Trees to be saved; l� Limits of clearing (outside dripline of trees to be saved); 1f Location and type of protective fencing; Grade changes requiring tree wells or walls; ,_,/ L� Proposed trenching or tunneling beyond the limits of clearing. 2. Ms • 1J . All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. Q"No grading shall begin until the tree marking has been inspected and approved by a County Inspector. rA 3, PreCongtruction Conference: ` Q� Tree preservation and protection measures shall be reviewed with the contractor on site. o. 4. Equipment Operation and Stor ge: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. J 5. $oil Erosion and Stormwatgr Detention Vo ces- Such devices shall not adversely affect trees to be saved. 6. Fllrr w- t� Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tolle Materials: U) Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. .-) 8. Pro ctive Fencing., LT Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected.and approved by a County Inspector prior to grading or construction. 9. k0e we -ll -s: t,7 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tr e�Wal-Is l.7 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 0_1 11. Tdnehine and Tunneling 1--_ W LJ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling F I _J under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. I ~ F_ 12. CCI�anuu: ly P66tective fencing shall be the last items removed during the final cleanup. W ~ D w CD w 13, Damaged Trees: rr _r Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. 0- Cn NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS, PROJECT NO: 06.0754 INDEX TITLE: c �y OWNER GNATURE MATE) �� CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 C5 { SHEET NO: 5 of 6 DATE: MAY K 2009