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Home My WebLink AboutSDP201400042 Plan - Other (not approved) 2014-05-27OWNER 04500-00-00-11100 Sheet Title FIRST GOLD LEAF LAND TRUST COVER PO BOX 1333 EXISTING CONDITIONS CHARLOTTESVILLE, VA 22902 APPLICANT WALNUT TREE HILL ASSOCIATES, LLC UTILITY PLAN 1298 DERBYSHIRE PLACE GRADING PLAN KESMCK, VA 22,947 SITE NOTES & DETAILS CONTACT- TONY GUARASCIO ENGINEER COLLINS ENGINEERING LANDSCAPING PLAN 200 GARRETT ST. SUITE K, SITE LIGHTING PLAN CHARLOTTESVILLE, VA 22902 SITE LIGHTING PLAN TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. scot t@collins— engineering. com TAX MAP NO. 04500-00-00-11100 (D.B. 3577/ PG. 654) AREA THIS PHASE IS 1.137 ACRES ZONING (HC) HIGHWAY COMMERCIAL, (EC) ENTRANCE CORRIDOR & (AIA) AIRPORT IMPACT AREA. SPECIAL USE PERMIT SUBMITTED FOR THE DRIVE 7HRU WINDOW. PHASING PHASE I — EXIS77NG BANK AND FUTURE COMMERCIAL/RETAIL & OFFICE USES (6.63 ACRES) PHASE fi — PROPOSED COMMERCIAL/RETAIL BUILDING AND FUTURE RETAIL (8.92 ACRES) THIS PROJECT SITE /S LOCATED WITHIN PHASE / OF THE NORTHTOWN PROJECT AND /T WILL BE DEVELOPED AS PART OF PHASE L FOR TRACKING THIS DEVELOPMENT WILL BE CALLED PHASE IB. SETBACKS PUBLIC ROADS.• BUILDING. • 30' PARKING: 10' RESIDENTIAL ZONING: BUILDING: 50' PARKING: 20' UNDISTURBED BUFFER: 20' COMMERCIAL ZONING: BUILDING: ZERO PARKING: ZERO BUILDING HEIGHTS BUILDING HEIGHT = 20'f FROM GROUND ELEVATION TO TOP OF PARAPET WALL. BUILDING PEAK (FRONT FACADE TREATMENT) = 251 FROM GROUND ELEVATION TO 77 -IE TOP OF THE STRUCTURE. NOTE— THE MAX BUILDING HEIGHT ALLOWED IS 35, WITHOUT ADDITIONAL SETBACKS. EXIS77NG/PROPOSED USE PHASE l — PARTIALLY DEVELOPED (EXISTING BANK) PROPOSED USE: 2,350 SF RESTAURANT & DRIVE THRU SUBDIVISION S7REETS CURB & GUTTER PAVED TRA VEL WA YS WATERSHED THIS S1 IF /S NOT LOCATED IN A RESERVOIR WATERSHED. TOPO & SURVEY TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR LINCOLN SURVEYING, FIELD VERIFIED IN APRIL 2014. BENCHMARKS BRICKNAIL AT THE SOUTHEAST CORNER OF THE DROP INLET (EL. 45Z79) PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET (457.44). TOP OF SANITARY SEWER MANHOLE 114 (EL. 429.89) SOUTHEAST CORNER OF CONCRETE" SLAB AT PROPANE TANK (EL, 424.27) DATUM ELEVATIONS ARE BASED ON NAD 83 DATUM. EXIS77NG VEGETA77ON CLEARED SITE WHICH HAS BEEN STABILIZED WTH GRASS. CRITICAL SLOPES CRI77CAL SLOPE IMPACTS WERE PREVIOUSLY APPROVED WITH THE PHASE 1 Y DEVELOPMENT PLAN WITH THE APPROVAL OF SDP -2004-024 AND SDP -2004-045. THIS WAS APPROVED BY THE PLANNING COMMISSION ON OCTOBER 18TH, 2005 AND THE BOARD OF SUPERVISORS ON NOVEMBER 9, 2005. SEE 77 -IE CONDITIONS OF APPROVAL FOR THE CRITICAL SLOPE IMPACTS, LOCATED ON THIS COVER SHEET. LIMITS OF DISTURBANCE 0.78ac. 13FtTHT0VVN CENTER THE 25' STREAM BUFFER IS SHOWN 0PLANS. 00 R FLOODPLAIN ON THIS SITE TREA N THE D LAIN O BUFFERS THERE lS NO 1 YEA FL 00 P WP / ACCESS THE S/ 7E ACCESS FOR 7HE RES TA URAN T /S FROM 77 -IE ACCESS ROAD, GANDER DRIVE, INTO 7HE DEVELOPMENT THAT TIES INTO ROUTE 29 AT THE IS EX TlN G STOP LIGHT. LIGHTING LIGHTING WILL COMPLY WITH THE DARK SKY LIGH77NG ORDINANCE AND A LIGH77NG PLAN HAS BEEN PROVIDED WITH THE ARB AND FINAL SITE PLAN. MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE ROOF MOUNTED AND PLACED NEAR THE ENTRANCE CORRIDOR SIDE OF THE ROOF. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, TRASH COLLECTION DUMPSTER PROVIDED ONS17E ADJACENT PROPERTY OWNERS SEE EXISTING CONDITIONS, SHEET 2. PHASING PHASE I — (THIS PLAN) & EXIS77NG BANK PHASE IIA — GANDER MOUNTAIN ADD177ONAL U77LITIES EXISTING U77LITY CONNECTIONS EXIST ON—SITE, STORMWATER MANAGEMENT FACILITY EXISTING SWM FACIL177ES EXIST ON—SITE. BUILDING SUMMARY BY PHASES PHASE I BUILDING SUMMARY.• RETAIL USE. 10,250 SF BANK USE. 3,090 SF FOOD USE. 5, 000 SF OFFICE USE. 65,650 SF PHASE II BUILDING SUMMARY RETAIL USE. 45,600 SF GROSS FLOOR AREA: 129,590 SF GROSS LEASING AREA: 10J,672 SF PARKING (PARKING REQUIREMENT FOR A SHOPPING CENTER = 4.75 SPACES PER 1000 GROSS LEASING AREA) OVERALL PHASE I REQUIREMENTS: 67,192 GLA REQUIRED SPACES 320 SPACES PROVIDED SPACES: 322 SPACES OVERALL PHASE II REQUIREMENTS. • J6,480 GLA REQUIRED SPACES. 174 SPACES PROVIDED SPACES. • 196 SPACES NOTE— ADDITIONAL PARKING SPACES PROVIDED FOR FUTURE COMMERCIAL/RETAIL BUILDING PROPOSED PARKING REQUIREMENTS: 2,350sf BUILDING REQUIRED SPACES, 11 SPACES PROVIDED SPA CES: —10 SPACES ARE PROPOSED TO BE REMOVED FRONTING GANDER DRIVE +13 SPACES ARE PROPOSED TO BE ADDED ONSITE +7 SPACES ARE PROPOSED TO REMAIN FRON77NG GANDER DRIVE +11 SPACE (LOADING) IS PROPOSED TO BE RECONFIGURED FRONTING GANDER DRIVE 11 SPACES PROVIDED (INCLUDES 2 HC SPACES TO REMAIN & 1 RECONFIGURED LOADING SPACE) EXISTING BANK PARKING: 3,090sf BUILDING REQUIRED SPACES. 15 SPACES PROVIDED SPACES: +28 SPACES ALONG GANDER DRIVE (DOES NOT DOUBLE COUNT SPACES LISTED WI7H PROPOSED PLAN) +45 SPACES WITHIN THE BANK's PARKING LOT 73 SPACES PROVIDED (INCLUDES 1 HC SPACE WITHIN BANK's PARKING LOT & 4 HC SPACES ALONG GANDER DRIVE) MAXIMUM EMPLOYEES 10 EMPLOYEES AT ONE 77ME RETAINING WALLS NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. BUILDING SEPARA77ON BUILDING SEPARA77ON SHALL BE A MINIMUM OF 10. TRIP GENERATION — ITE TRIP GENERATION HANDBOOK, 8TH EDITION FAST—FOOD RESTAURANT WITH DRIVE—THROUGH WINDOW (LUC 934) ADT: 1,640 VPD (620 ENTER/820 EXIT) AM PEAK: 160 VPH (82 ENTER/ 78 EXIT) PM PEAK: 200 VPH (104 ENTER/ 96 EXIT) IMPERVIOUS AREAS BUILDING — 2,350 SQ. FT. PA VEMENT — 12,725 SQ. FT. SIDEWALK — 1,800 SQ. FT. (PAVED PARKING & CIRCULA 77ON AREA: 10, 725 SQ. FT.) - �_� = 101L__ - - I FINAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA STELLAR ONE BANH :::..:':.::':....... H ..•.}X' r I y ! k t' I 1•i (I I$ .t } 1 5 1. I V G I 1 I N!" t ...:....:: :;;:.nom::..:.::::;. ( SITE i SHEET LAYOUT SCALE: 1" = 100' CURRENT OWNER/DEVELOPER FIRST GOLD LEAF LAND TRUST P.O. BOX 1313.03# CHARLOTTESVILLE, VA 22902 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293-3719 VICINITY MAP SCALE: 1" = 2,000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING PLAN 6 SITE NOTES & DETAILS 7 UTILITY NOTES & DETAILS 8 LANDSCAPING PLAN L1.01 SITE LIGHTING PLAN L2.01 SITE LIGHTING PLAN 10 TOTAL NUMBER OF SHEETS ROADS LEGEND L --------------i EXISTING CULVERT EARTH DITCH CUL VERT DRI VEWA Y CULVERT DROP INLET & STRUCTURE NO. CURB + BENCH MARK i CURB & GUTTER -- -- -- -- -- CLEARING LIMITS PROPOSED PAWESI FENT T VDOT STANDARD STOP SIGN EC -3A DI TCH --------------- 200-----"-""""-""- EXISTING CONTOUR 6» DEPTH OF EC -3A DITCH 200 PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION �— TBC DENOTES TOP/BACK OF CURB 6" DEPTH OF EC -2 DITCH TAB DEN07ES TDP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER LLJ INSPECTIONS tu ARB DEPARTMENT OF FIRE RESCUE CL ALBEMARLE COUNTY SERVICE AUTHORITY u=i VIRGINIA DEPARMENT OF TRANSPORTATION JOB NO. HEALTH DEPARTMENT 092029 keearding request for modification of Section 4.2.3 to allow 'activity on critical slopes: The critical slopes' waiver for Northtown Center was approved based on the finding that the strict application' df' the requirements of Section 4 ?. would not forward the purposes of the chapter that otherwise serve the public; health, safety or welfare, or that alternatives proposed ,by the developer would satisfy those purposes at least to an equivalent degree, subject to the following cmditiomn i'larthtawn.Genier gage 2 of 4 Ccwber 28, 20011, 1. In addition to all other erosion and sediment control measures that may be required by the Watur l'rutu libirUrdinaiicd,tlra spplivant5hatlprovideerosionandseetirnen(ecrnkrolmwasurestoassure; to. the sat'tsfactlQn af,the Prograut Auti ority, that h is providing high levels, ofeffectivencss in controllirrg _ sediment during construction,. These measures shall include, but not be liutrlted, to:. L A construction schedule thin minimises the: duration of dlsturbapce tc,g„ phasing; of tuff: erosion and sedirtwnt control plan). h. Using high efficiency sediment basins dasigned to includw the .use'of floccular ts. c. ivlatting exposed slopes as determ!ned appropriate bythe PraggM Authority. d, `f ho contraCtor`shall have, a E esponsible'l and: Urstur.t („ItLU"), on the site throughout the period during which the Site, u; under,constructinn. The; `R ['D" shall maintain a daily erosion and sedimcnt control inspection log demcnstratinthat:er *Jon and sediment control measures are being vl6se1X rnonitored and defrclencies are being quickly repaired, The "I+LD' shall assure that a!1 eontcol measures are Eyeing mnrttained in optimal condition, The Iog shall be made available'far inspection by the Program AuthoriV at any'tinie duffing regttltrr business hours. e. Iz'deferrriined to be necessary by the PrcE;ram,Authority, the surety req fired by Albemdrltt County Code 5ectlon 17-2t!? stroll includw an'amount.deterniined by the f'rugram Airthorifuto be reasonably necessary to take corrective action to mpair or restore downstream properties data ;ed.during construction b} runoff or sediment. 2. In tdditinn icr all• Filtuer sform water management roquir•ements that may he required by the Yater Protection tlydrruxnee; a. Trio skrarrirwateir rnbrrrigeinertt plan shall tnczh;dr� alditior#til"treasures dckerraned by the p`rogratn Authority to be nccessa�y in order to capture, to the maxynutn extenl practical, the runoff from the site, both; during and after: construction. b. The storrnwntarmnnageitient plan shell include' tneasures to pmvent tothe#ullestextent possible damaging conditions to dou'nstaeam properties and receiving vrateir ays tro "', occu ting as a result of the development of the site, butte during and after constnietion, c• tut order to alPow the Arograin Authority to develop appropriate,measures to satisfy paragraphs (a) and(* , afthis',condition, the applicant shall submit data dernunstrating thc,peak flow;! of runoff from the site and the peak flaw of runttft coming onto. the site: [Albemarle County Cod®, Sections 17-31, 17-314(8) 3, In the ofan dturing;canstniction the sequence\ofthe stotm wAter management addressesth6 swit0iing Aver afthe'strearn 11ow' if any, 4Tn conjunction with the steal siteplan, sufficient landscaping aria screening shall he provided tt� screen. Adjacent residential properties frons areas of'disturbed:crltical slopes; and S. t191 of the other conditions recommended by staff` TH 0 SCOTT R. COLLINS Lic. No. 03579142 kZONAL E z O aa U) �2 L Cl Z ca tn o �/ / w U N W ce Ul Z J J 0 U 6i T c) M N Itt r O N N Q L11 J LlJ 0 J CC Q U r U) F"' W T_ U) F__ LU rr Q C) N z LU UO) I Q Z U_ z V) W Ce U 1--1 z 0 V / 1 Uj z W U Z 0 I..L. 0 z SCALE AS NOTED SHEET NO 1 w LLJ tu 0 Ce LU CL u=i JOB NO. 092029 SCALE AS NOTED SHEET NO 1 m 4! -g I m I Inx 01�' �E I PKYPOSED IfIGHT / FIXTURE jTYP.) ,isTING PRIATE S/L LATERAL TO - LLAR ONE BIANK __j CA 10 ' EXISTING 24'A .5 -TYP. ESMT. DB 3577, o'. I. A MIN -2j.67"MIN • TYP -QIJTDQP R TH 046 ,SCOTT R. COLLINSZ Lic. No. 035791p2--- Y$ 1 %IONAL 2 --1' AREA' 0. IN, DINING - 0 MIN. A 18.01 TYP. M I NNN. RAMP' El. 22. TYP. TYP. 4. TYP. •- 3 1 14. .4o 4 gA CG PROPQ�EP 7 VDQTS 000 C37 PROJECDDD r Ir LIMITS F1 CONC. SD K 2% CROSS LOPE 9.0 C6 5 MIN. PROPOSEDJam. CY) W/ E z TYP.. 0 PROPOSED 5'MIN. Lu 0 CONC. SDWK w/ CY) 2% CROSS SLOPE PROPOSED SONIC RESTAURANT CIL FFE 455-80 30.9 26.9' C\j F C: 85.2 A- PROPOSED 5'MIN. 0 CONC. SDWK w/ 2% CROSS SLOPE Q) ch CONTRACTOR SHALL PAINT /RESTRI PE o .,;p ;; r D /�' O9.0' PARKING SPACES ALONG GANDER DRIVE. < TYP. �--CONTRACTOR SHALL ALSO REPAIR/PATCH A 0 HbpwALLK > •D dTHE EXISTING PAVEMENT & CURB AS NECESSARY. (TYP.) Ld Z ED L'i PROPOSED CURB CU z —j EXItSIGN WITH RIPRAP O(JTF L O > 0 ED U) V) 12 0. 0z M . ....... m > au, w Q- mz 3;t m m;u-0 TAPER SDWK BRICK w/ MOVEABLE PLANTING 'I m-� u') Z B -DbITibNAL 0.z� W/CUR' POTSTO PROVIDE m i, - I 0 h- —0 LANDSC PING (TYP.) Lu I Z. 0 C;lu M X)f I i., ;u, 90 F. in C: C ---- ---- mon 0 ;o 20' 1'.< Q -u a, MIN. m0� 0 Q) Lu -0 Z" F - MIN. C)z Li PAD BENEATH DUMPSTER SHALL REMAIN OUTSIDE THE ACSA SANITARY SEWER ESMT., AS SHOWN. 8'xid Wz CONC. APPROACH PAD CAN ENCROACH INTO ESMT. d8,0 4 .0 w ii 3 V) in _j f ^� "ti.�.7 f YY f.1�1 f 1 .� �J I� .D /"�✓ I ° D• I I ^•y y`.�'". ..7 "•,,.e •M. O 7p Al 0 0 w 0 + Jf Q) CL 0 + K4M Q �3CF K + C) -.0 EXISTI G OUTFALL TO 0 0 6 EXISTI G SWM FACILITY C\j -V� F 0 7p y. PROPOSED RECONFIGURATION 0 OF'12'X25'LOADING SPACE w/ Lu 0 + PEDESTRIAN CONNECTIVITY b t—u O LLj ammagamm, 0 0 ,�` ff j JOB No'. rq EXISTING 092029 0 STORMWATER GRA &-KALE (n SCALE MANAGEMENT 0 0 5 10 20- 40 7-j- I I I I FACILITY 1 =10 > IN FEET SHEET NO. o- 0 A�` 1 inch = 10 ft. 3 0 C Z . EXISTING ' 1 I ( Ir {\ ( CONTRACTOR SHALL REMOVE EXISTING WATER { ■ ■'■ ■ ■ ■ �,■ TLj 0 ■ q ,� • STELLAR ONE BANK ` METER & INSTALL PROPOSEb �. WATER METER & I ? �I ' ul 1 PARKING LOT , 11 11 5 I --------- • t ATCHLINE.B=B,. �� uJ ■ Q 1s I �, 44 x6o IN. CONCRE E METER VAU ----- _- �j . tip ' ■ U - C • EE LOWER LEFT CI Z• . . I .. \ .., \ i `� I . ....., EXISTING rJy = I ` ' � \ Q ■'''t+ W 1 ..,,,,,,,�.:.,.,,�,:,s,.0 ........, .��.i...::.:.::....::.::::: �....�..::..._:��:..'yy:.:�: _...,.,.:�;;;>��.«��;,:..:.Y.:z�..,L.W:.v,.,.: �s.�; ��":� • Q S MAIN �� f_ J ,4' Ca ' ,/ PROPOSED 2O WIDE ACS UTILITY EASEMENT TO, O . • SCOTT R. COLLINS � . tY ■ W _ d ENCOMPASS PR POSED WAT R METER. I . I U Lic. No. 035791 ■ •� I I % (C RRENTLY RECORDED EAS�MENT IS OU 'SIDE THE . I ` ( Ln U W ` ' .Z ■ Q' `� L1�I►I�TS OF THEE ISTING WATE� METER). - -- .__- I � "'' CI •�'o� �w Y7 GAS J GAS G AAs " X IN ER SERVIC �'V Z'- CCN N - o �SSIONAL E��1 1 ECTTO E' IST G W T E . t - Q Q r�� . ■ i w/ BACK FLOW.PREY NTOR. ACSA - � 1M1 1 ' w . + J Z - ' '] I r a J . I ■ / INSPECTOR SHALL INSPEC�f ANY WORK I —, �. 1, IAe� s. . D �% r ::.: :........:........-.. - ASSOCIATE WITH THEW TER METER. . I ' ,.,.W.,...v.�..,,. -. ,. u. w �...,� v � 1 ,..,,,,,,,,, .. .. , v ::. ... .. I. I ..:;# lUy.i.......,..�,.,...,�.,++.wxuuJ....................b....,..:...a...... xv... ,. ,.......w.,...,,a...vu ..,..,, .. ,,.,.,. �1�i3xve..6 \.i.:\ ......w 7.x..ss. �/ ' f I 11: __.. - p :: . 61 . o -0: . . I . . m tali I , . � ` I — — — �- - =� � - ' r-- —, 1� '� , • r • . • . . . . 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DB EM PG6 r.Z [ ESMT. 577. 5 n• C ARDEN G A D I I W 1 d -- - r n .nje 1:"• d V 1 1 D ■ J// >I O D P ¢ W n r-1 W I D ■1. I I tE Z' I II ,' I.. �Tb R ■ a0 ROPOSE s G i D 00 <.� P N d a. R Y Ifo . D INING JA �,,. O EXISTIN I 1 COO ECTION T / C N N �,. 4 •f4 I I •e . e I a W I •AREA I 1 .I A AREA, a A. XI TED IN RTE. '� L �A W G AS MAIN OC z "^• � Dom. 0 tt^ I A• I . \: D Z Q' c A D ■ d I .II I I D 4' d I. d . D .i '��... d I s I r•r= a GAS GAS G I / GAS GAS7_j � I :`S7.' . 640 AS GAS GAS —GAS GAS —GAS GAS —GAS GAS —GAS GAS fi ;'�- I A. `.�\ AS GAS .—"•=-c`-GAS•.... = W`1111 ,'GAS''" 'D / .. . . fl o C� \\ T .. �l.,.,i,;;. . I r" ROPOSEDGREASE NTERCEPOR .'';.;;::`v:,:,.''':: a o D: ; . . ELEC.: - - - .n _o �: ..::.: I - - J' D' . a- - . :. ' - f D —ii LYx,.m f D .. LD� N ETW B & L AL ONNEC I ATER T9 e ,.. D' . . I+ r PROP ED Rk. Q �' ETE ,; a L-------�, a. I d rr D .a' D % Cn D a ;d I "d E AR H R E C ITE R� DE I N O S CTU S G 'd E PROJ C Ar. T iz'�'� 33 iEi'iz o� ss.7. . . k9 � PECIFICATI N M ITS I ( o z .� w I r a I ik 3 I I. O ►_ . - "� ¢ I I ( .) S. _.....' -.. f RAL , :-_1.' 4" CL. 52 DIP S/L I _ w / I I I ';.4EA1 f'.TYF?.:: LATERAL D % D aU. W a� C� a- 2 I.a'•„' d D. a :<I � w r • ! Ay ( INV. IN=453.80'; I I I . o N EXISTING FIRE o :;;.,.:.ti.:, o — — - - I I r INV. OUT=450.86 -�— V,.� k - o I HYDRANT -- u I o /jg� ft w r w I I _ - _'� ,: I L=12.50'• S=23.52% > �::1 EXISTING SWM D co I-- 1 x I wwO :.: 'ASE;y:;.: I �wo d' 0- n. FACILITY APPROVE . I ::.. PROPOSED SONIC J 0 F-4 I ,, o: n w 1 A LL i H SE I PLA WITH P N �a �, RESTAURANT I w � W 1 I u FOR THE NORTHTO N _ / r ., / - ( FFE .80 ! w a — - / I - I -��- -`�� DEVELOPMENT 4 I 455 N CV _I EXISTING 2' ACSA . ? - I `' 2 D P S RAL I ) . ' I o 3 ( I 45 I /LL z N UTILITY SMT. I. 3 I � , I d yI E INV IN=450.8 INV. OUT _4'50.00; 'D. I• � C\j z N I ; I I PRO�PSED SANITARY . I 1--I �, D6 4332, PG'284, 288 / I L -4.8o', S-18.00% Q •- . � 1, . . i. ` I I EWER LATERAL .• 0 A t' . I Q LL § EXIST NG 2�' UTILITY ESM(. I 1{I ” moi... . ' D A .,.. p Com.' a..... dJ21, . II. , . 'D•' , ', w� EXISTINW > �_ �, G �# DB 2 PG 28 28 I ( J aD d a d . Ad . .. • e• D ' D j.A� e ' D ' '.D, a ' e , D p , / E., . �II DI W/L - e� i . S f 4 3 , 4, i , D' a.' ' d e .' 4••'}'' • t• it LLJ Z _ Z • II ! - ::t \ L . .. a'. , e p •d e ''''�''.�''. D.: ; � .'�• D ,.... I /' fof I / \ '<` I 'D' A o.•ti, ''S.'•:' air. # s; J ° Ld z .. . . . ..,.:& ____ �1`11"I".1-.-s w , _,' :. - '� 11 i > ° I W o EXISTING S L ATERAL . a 1. 4 1 a 1 j cn TO STELLAR NE BANK �% I f ° z s ` 4 CL: 52 DIP S/L .LATERAL, f: �' - , A OXIMATE LOC TION OF l L=6o't; sr2.08% MIN. . ' • ' . - ,�' % (n (D I _ n �`� ,EXISTING BURIED S�NITARY I PROPOSED ,IN'V. IN=450.00'; INV. ' W0 :5 o ,' ~I _ SEWER LATERAL. CON RACTOR� �ATERALNNNVERT TO EX�DETERMINED I I I J 3 °�' I. SHALL CONNECT Pf OPO�,SED ;r I DURING CONSTRUCTION (NOTEI MH ) Q c -° 1I Ill! E hATERAL TO EXISTING TERAL. / 3 ERT' IN= - 437.18) . . - - ( I I / ° o '/11 _ _ _ ; .. I E--1 Q) nllr111 z �: ;� I I s L #, I _._ z o II . . . , J — . 1111L (In 11 . / ' �' I' + J / EXISTING EXISTING 20' A 1 I W �, i r L �i2 DIS/L / 1 s I �` - UTILITY EASEMENT , . . - EXISTING / I+ o is — - _ _ _ _ I � DB 4332, PG 284, 286 ° a 12 DI SiL E o / ( ,.i � '. I - j EXISTING / Ci. ,.::,:.,,,_,,,,.:..:y , :.................. � , . .�: .. �,..:. �_ ....... ffimmulm, I mm. 1 s a .. �.. , . ... ffi . : ..... ... ,,.. w..,,>...:xxxnxnua.,.,.,,,� x > � ,.,.. .. _:.: ... «.. .: ..\..., .. � ..: ,... \v, \ .:\v\\v\ : DI /ul v / :<::::"' EXISTING MANHOLEEX \ 3., c� f -� ter`` (STING SANITARY SEWER PROPOSED DUMPSTER EyCLOSURE. D ' _ I--Illl _ Z - '. - \ DUMPSTER, ENCLOSURE FENCING & so'xso' 1b.0' ' ! "' 1. ?_ '� Z . 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I o �, - - I f I o r i D I I I I I / 5.Oi x456.14 EP EX, z4 ACCESS E MT. �■■� rn Ir 45,3.98 EP I , t/� '-' W N �:,,,, 4.48 TC °p 577 5 �/ i 0c �. O / l W O. N I. I I ( I I / "' ►cv 5.93 TO Q I o j'� i� 111111i W' fY 4 W. / O . / 456 00 -E • :_ -r �W-Q m I I ,� ,.. , $ , .' ,, I i Lu �� .1 I I (. I . 5.31 TO �. \\♦ .I - m l> 'b I I I I I I I 454.90, EP . 455'.79 TC . X. ' . �. 455. 4 EP "' O 45 .14 TC 3;;::: t/) 2: , _ 'd I j VDOT STD, CG -z (TYP.) . 455.40 TC *. // ¢ ( I I I I I I 1 ; - . W N I 10 r 2.9� D D ❑ �:1' . :` I #:F ,W/ \. / D :` D I w 0• . a .11 a. E.!g::� LAJ a a EXISTING z ACCESS . f EXISTING 'y'�• 4 b V I I! D U Q• _ r A ..r A• 455.5 EP DB P ESM T. G 6 5 y RAI N I 3 77, 54 xk 456.0 TC b�� I 0 I w1-4 \ - - d •,t �, r , .11 m '� GARDEN �.; • - - 6' >> - V LL I D 1- D D Q D 0 I 1 I a' 1 a a ll TDOO / ::` d _.:: D o - i:�;.: 11 P OPOS D UT R E CURB D 4 0 I' I Y' D I N N •8 - o• DINING- I 9' D. ii L ° WITH RIPRAP TF' L ii N I I d . I a .I ,'f d _ A 4 .. • AR 1 '• r e \\ d .s^ I .\: J� I 3' �. 3.8EP 1 _ Q 1 .o >p 1111' _- _ a./ . I I L W 5:Q /{v;� a .... I Ip 'd 0��._'.,4�,G ,�' y;..:.S GAS GAS GAS - GFF f I De4je.GAS GAS GAS IGAS GASGAS {/\/[�(\'. � AS VG.. GAS AS- �s". I .- has GAS GAS - GAS GAS 6A5 -- -GAS "I..,„""-" GASit,'-r;=`','�•.,,:TPGAS:''' I D .p .s .. ' 1. 1 7 '::: .. D I .d d 'D . D D ''` 4 • D' '3': D e - e D e \.II fl Y -11. A J/ e .D '4 d Q C - i_. . ELE D izP •� VD T ST CG a Q . I ,I ETER• 2n 4 PROP ED D .D Q Q . i d. D D I .Y• `.2/ a d D e / 4.55. oo °D t I I :�,4�'.�•5� x � 454.9 EP Q �, x x ,4oa A PROJECT . ..7' o00 0 T r 455.8 z x.:: � 55.8 8) 4 I' �{ 45 . ��::: LIMITS Z I E) • I ;,ASS€ , D I I 4' :;':1I PROPOSED IN. 11 . C'7 , I :4,5 HDPE ROOF DRAIN 5 1<:::<:<: I H3Gf`f = s CONC. SD •K w a:<::>,:»>: '`�`: : ;';".''.•'.;:,<:J;:'; INV. IN 454.80' / (� . W - I O I ='> I •.. _ 455.17 EP 11 aa:. m INV. OUT -453.80' © 2% CROSS OPE I I' :'d'• D �' 11111111:r a D a 455.67 TC ! - � I - 19.05% L 5.25 & S N k , I r 2 >`:11' PROPOSED J MN x Lu i 5.' 5 5 4 4.7 EP i O / 3 �' I f �. EXISTING N D .kl� S G SWM CO C S WK w ;<; . . r O I 5 .I I FACILITY z R L PE . d- A � c os PROPOSED SO s s o NIC . 454 61 P' H E . ly . ..r;' Z I 4 I 455.10 TC / WITH PHASE (PLAN / E I R STAURANT I F E NOR D OR TH THTO N ;:: ` FIFE .80 I b DEVEL PMENT '�'•' 4 55 N J � O I I �::I��l11111 !::$# • F:Y "- I , �' PROPOSED � R POSED MIN. 1�1 -- I I o + 5 \ I I s I" . CONC. SDWK w N >I i z5• % Z I ti::.� o D is 55.17 EP 454.40 EP (V ;: l 2r6 CROSS SLOPE I 1--•1 :' i :o / I I I ?�!`:' a ' 55.67 TCLL . I PROPOSE@ CURB CUT ° " - 455.8 455.8 455'8' I ( ,/ ,-, I Q D I ITH RIPR P OUTFALL I X5 8 D. p D a e I .. � _ 5. I ( (I 4`55:'20 �/�" EP C �'.D. ' '' y:::::3� >' C J3 { `b. 4, e .�4��dD. .. D ; y qa D '.D d e D q ,'/OOF. DRAI °' d d D. ° d.' D•d d D D D I `' W Z i CLEANOUT �01., ;::' . _ J D: D . I 453.71 EP' . 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IN -453.8 D "> EXISTING ST/ORM F- \\ INV. OUT=45100: . / e. DRAIN I Lu Z *, . , z .,, / R N - } L=83.50' & S=3.35% N/ T / W LLJ .::>: D �. - _ _ - - _ _ Vi�, l' :.:;rte ..0 • ! _ - - : 1 1, .> - . »� a � C�yyd Dd. f .3 � Z / L, � c ` � a `+ � d t y. :. L fM1 vil' y^ V d I __ 14 ___1 , .* . . . �� .. ..., - A I ." � - w 0 19 . . .,.b I I . . . - . mi -��' ,�j 4 , , r IS, + ..." 111,11 I . . I , , I I- I "`- I 1�f '� _ y �� - ✓- - '�7 `� (� I" �` f '� ` ' . �'. q I-� 454.0 E - �r - `::::.:: / I ,/�` +��'j - `� - - 5 "fir p 454.24 EP 12.0% cy . , f /�, 4� I j _ - _ I \\ f-.,-- - C� ��.� ' - �16 -15. ,� �� d 454.74. TO I I = __ -4-. . . � - - - f% I I t I� y _ __ x ~ �� x -w.. \ f�' 454.99 EP c� L.L x 11111-111 Ir� /1AA 1 11 .: __ X �� 455.49 TO :: ''`'' �_ Q / - I I/- _,� . .. ��`' / -.- _ _. - --..-.- --X46----- _�- - __ - _ _ __ � EXISTING�1- ��UTFA�Lo "I ewU/, o M11 "I,� v� ti ' �f y �_ . 1-1. I - � I --_ - u _jY 54.82l I 11 , . . I 'T _--I- all.- m I ::: € w .. cC c, . 45 2 TC I , *. , , , ;�c ,_.____�ft -/- _____ \ s V> \ �,a. w � �� l 4 5.3 � cn vim... a <;. .. (1 \ %� I. '� II JOB NO. ,-�_V11 `1 � I I I .. EXISTING { ,� v - t: - 092029 _I c� `-_ GRA �Ti�C-SCALE /` a 1 ll n;.,.; , , STORMWATER - ,� _`� \ \ / SCALE I *">"' - -_� \ MANAGEMENT k ! t `. , ,, , . , , k 0 0 5 10 20 4 �` ��, �\ I , 1►,=10' m _ .D x` i FACILITY r r *� bl i ./ 11. Ik I i ` \ `"� l \ I C.. ' ♦ I SHEET NO. II.11 \ i; s o ....._._ 1 inch =E10 ft. \ , - �� \ l t A x� r \ „/ . n \ -1 \ \ ��` b L ,: V C .. ::,e x.:.: , ......, t. `lam �v \ , r Albemarle County Engineering General Construction Notes for Site Plans 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 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All paving, drainage related materials and construction methods shall conform to Current specifications and standards of VDOT unless otherwise. noted. 3. Erosion and siltation control 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• The maximum allowable slope is 2: t (horizontaLvertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be, required when in the opinion of the Albemarle County Director of Engineering, or the Directors designee, it is deemed necessaty in order to stabilize a drainage channel. 6. A.11 traffic control signs shall conform with the Virginia Nlanuat for Unifor)n traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class III, 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Part 1.926). REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING SECTION CONSTRUCTION NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA TIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE PAVED AREAS, IT SHALL BE REMOVED FROM THE ENTIRE PAVEMENT's WIDTH AND REPLACED WHERE NECESSARY WI TH SUI TABLE MA TERIAL TO THE SA TISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA TION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CUL VER TS, EXCEP T PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDI TIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION OTHERWISE NOTED ON PLANS. SPECIFICATIONS UNLESS 0 TER 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MA TERIAL. IF THE SSV VALUES ARE LESS THAN 5, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEER'S APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED iN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA TMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRiOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMI TIED WI THIN THE RIGHT OF WA Y OR ACCESS EASEMENT. ONL Y THOSE STRUCTURES SPECIFICALLY APPROVED ON THE PLANS ISSUED BY THE COUNTY MAY BE EXIST. N.T.S. : GUYING DETAIL CONSISTS ? GUYS,SET 120' AROUND JT PIT ON "UPHILL" SIDE 'R TO TREE KING DETAIL IPACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE UCH EDGE AROUND RE AREA TO BE „HED :R TO ROOTBALL PIT AIL NOTES: 1. SET TREE PLUMB PRIOR TOTAKIN S G 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE 49 SECTION N.T.S., NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRU (AS SPECIFIED 0 DRAWING: REFER TO RO DETAIL 3 SHRU 1p SECTION CG -12 GENERAL NOTES: PERMISSIBLEAI 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMES.4'- CONSTRUCTION �-' JOINT NM5 DOWEL, D' LONG 012" C -C 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) - Y WITH SLIP RESISTMT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 1C'1 MAX RAMP FLOOR BY 2 FOOT IN LENGTH N THE DIRECTION OF PEDESTRIAN TYPE A TRAVEL. OTHER TYPES OF MATEPoAL BL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR p,1 'yl 10•I 4 3. SLOPING SKIES OF CURB RAMP MAY BE PO RiED MONOLITHICALLY WITH RAMP M AX B FLOCK OR BY USING PERWSSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. �T 4. IF RAMP FLODR 15 PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO �`- B g• AX TRA) ADJOINING FLARED 510 SRECD CAN BE CAST N PLACE AFTER PLACEMENT OF 5'lAN PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A4, 12 5• BOTH 90ES 6 THE RAMPTO N FL�Cp,XN[IM-OEPTH'EOFIBAW CENTER 00R. CENTER ALONG 7211 MA � TRUNCATE DOME TYPICAL DESIGN CONCRETE COVER 1%i'� A SER SHEETDTAII OF 5 0. CURB / CURB AAD GUTTER SLOPE TRANSITIONS AOJADENT TO CURB RAMPS TYPE B "%. An. 4. ' ARE INCLUDED IN PAYMENT FOR CURB A CURB AND GUTTER. PARALLEL 7. CURB RAPS ARE TD BE LOCATED AS SHOWN ON THE PLANS DR AS DIRECTED BACK OF CURS 12:1 MAX, 44 -1 MAX. DY THE ENCNEER. THEY ARE 70 BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 20, 1 CROSSES A CURB REGARDLESS OF WHETHER SDEWALK IS EXISTING PROPOSED OR NONEXHEISTENT. TY MUST BE LOCATED WITHIN PEDESTPoAN CROSSWALKS 12" INA1t AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT i--^' 4' DE LOCATED BEHNU YEHIICLE STOP LINES EXISTWO LIGHT POLES FIRE 12'1 _MAX HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5'WH XX X 2 -MIN. SECTION A -A 4 UNOBSTRUCTED STABLE. FRM AID SLP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS CF A FACILITY THAT CAN BE APPROACHED, ENTERED ERNISSIBLE 4, AND USED BY PEDESTRIANS. 4'-',ISTRUCTION i AT X 2' HIGHER THAN JOINT 8. THE C MAY E PEPPED A RADIAL IN TMGENTS SECTIONS CROSSWALK THAT ECCE bF PAVEMENT y THE CURB OPENING IS PLACED WITHIN THE LINKS OF THE CROSSWALN AID TYPE PE A THAT THE SLOPE AT THE CONNECTION OF THE CURB OPEN',NG IS AT.:.X ,SAJAE AS TDP OF CURB •• WITH BUFFER STRIP PERPEN)ICULAR TO THE CURB, 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAI IICINNOT TYPE C SECTION B -B ACCOMNNODATE THE TURNING REOUIRELENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CC -13. COMMERCIAL ENTRANCE UNEAVY NOTES: TRUCK TRAFFIC FOR CONCRETE DEPTH. E MASE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURF ACE, SEE SHEET tOF S. 10' THE NNIMLIV WIDTRAMPH AR 5V T CON�UH HNT IITHS A SOARUSE PATHPATN• THIS DESIGN TO 0E USED FOR CRNSTRUCTgN THAT INCORPORATES WIDER SIDEWALK. LANDING qc2�1 RE HE poW TFEEiop DF 77WW��HA4E 1.4' WIDE) REQUIRED AT TOP OF CURB RN,HP, MNIV IM CLRS RAW LENGTH B FEET FOR NEW 1.t. A 4E. 4T''NLANdNO 09AA SAMPHALL IBE PROVIOEDF TD MMWEu RSA WHEEiCARtINHR )' CONSTRUCTION, 8 FEET FOR ALTERATONS. IN THE CROSSWALK WITHOUT COWO INTO THE TRAVELWAY. THIS 4' x 4' LANPNO AREA MAY IN LUOE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTON OF J1"•2.q" C -C .CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --•I A 4'SQUARE LANDING WARNING 5lLVA:CE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O y Y AREA OUTSIDE OF •M001FED AS RECOMMElDED BY THE MAA7FACTURER 70 MATCH = TRAVELWAY E OF THE BACK CURB. D D O O 0 0 0 0 0 0 0 �� 3 BFEE C, o PROVIDED ROVVIDD WITHIN .[- e oDDooa o0Oo T m LANDING RAMP Q o o DOOD 000000000 Ia in CROSSWALK ARE + 0 0 0 0 0 0 D 0 0 o 0 0 0 0 0 =0 ooDa0oaoo0000o0 gkMOIAVETFRI e ooD00a00Do00000 uouDQQuQQuuQQQQ CROSSW K DETECTABLE WARNING d AT BACK OF CURB E I _ VARIABLE FULL WITH OF RAW FLOOR _ I TYPIC PL EMAENT � SEE NOTE 12, BASE oIM1ETER TYPICAL PLACEMENT TRUNCATED DOME PAY UNITS AT INTERSECTION AT INTERSECTION CROSSWALK DETECTABLE WARNING DETAIL DETECTABLE WARNING WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT INSTALLED ON A RADIUS (WITH BUFFER STRIP) DETAIL XVEX:JT SPECIFICATION SPECF CAiON ROAD MO BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE CG -12 DETECTABLE WARNING SURFACE SHEET IOF S REVISION DATE (GENERAL NOTES) tub 105 TYPE A (PERPENDICULAR) APPLICATION 2osDS AA11 VIRGINIA DEPARTMENT OF TRANSPORTATION $02 SO2 VIRCNNA DEPARTMENT OF TRANSPORTATION G2.2 NOT01 Location ADT 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. Design ADT CBR 2, UMJ9 GL/53 A7 I CAST IN PL/iL, 4041 P99 Y Dr Surface It a CUR. 3. CURB HAMNQ A RADIUS OF 390 FEET OR LESS LA FADE SIF CAi®7 WILL A�• ` R PND FOR IS DVIU IilID1Ai CURS. SUBGRADE 4. THE MYTH pOF CURBMAYBBAE�RpEDI7OM AS MUCH AN W 70ROEA LME 5 • b •' 1321"LDEPTHO THAT S'PW OF GARB WILL IXMNL�E WRH TIE TOP OF A SM -9.5 ,:d• ,:d' COURSE OF THE PAYEMQNT BLfiSTRWTi+y)RE�.4pWTN� . °IB N � L19 TD BIIII p,• : p • ' NET BE FOR A DECREM! OR AN INCREASE N DEPTH. R p �! p,�• p 5. CO -2 IS TO BE USED ON ROADWAYS MEETING OOpR CG-SpADAS SHOWN IN 9.30 a •'. .A •', ATHpEp�RpEUO�LlIEL�EpNTH IN hE SECTIGi TON OS UR9M! ��id''. NO NO SCALE 840 SUBGRADE ASPHALT PAVING 14, . t, b'� 1 b '• 2 ;A. , a� Birt -25 3 2.15 21A 6 :A n.p � b.:fib ACCEPTABLE ALTERNATNE IF CURB IS EXTRUDED RASE SUBBASE REFEREIrICIESTANDARD 611 CURB ROAD AW MM STANDARDS IDS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET T OF T FA( OF C HANDICAP SIGN HANDICAP SIGN LOC TION VAN' LOCA77ON VDOT STD, CG -12 RENCH EDGE AROUND NTIRE AREA TO BE IULCHED LD -o, BACKFILL TO TERMINATE Landscape Notes AT TOP OUTSIDE LIMITS OF ROOTBALL + REFER TO TREE ADD MULCH OVERTOP OF STAKING DETAIL Landscape Specifications: ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE The followingspecifications are the minimum standards that are THAN 1' DEPTH AT TRUNK AND P TAPERING UP TO A DEPTH OF acceptable for the installation of plant material in this development: 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE q1. The contractor shall be responsible for site inspection prior to 1• VARI S landscape construction and installation in order to acquaint himself TVP. with the existing conditions. The Contractor shall be responsible for locating all existing underground utilities prior to beginning construction. Any planting conflict arising from existing utility ROOTBALL {\/ locations shall be brought to the attention of the Owner. „`.. 2. The Contractor shall be responsible for providing positive drainage at 2% minimum in all planted areas. �� BACKFILL WITH CULTIVATED, (AND/OR NONUT AWAY WIRE BASKETSODEGRADABLE �\` j\�' \ \\�� ORIGINAL SOIL' FROM 'PLANT 3. The Contractor shall verify plant count from the plan, and shall IF LOOSE. IF ROOT13ALL WRAPPING AFTER �� \ EXCAVATEDPITTION MATERiALL IS NOT provide and install all plant materials shown on the approved plan. FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH The plant schedule provided is for the Contractor's reference only; BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL p p TO BE UNTIED FROM TRUNK MATERIAL, AMEND BACKFILL quantities shall be verified from the approved plan. AND CUT AWAY TO A POINT PER SPECIFICATIONS, COMPACT AT LEAST 1/2 DISTANNCCEO DROWN WpTERLTHIN LIFTS BAT 100T 4. The Contractor shall guarantee all plant materials for 1 year from DEPTH• the date of planting. SCARIFY BASE OF PLANT PIT WHEN EXC H ATINANDGLOOSENBREAK ALL RETURN AND COMPACT LOOSE 5, The Owner or his designated agent shall approve any changes in THROUHARDPAN (REMOVE A$ EXCAVATED MATERIAL TO NECESSARY TO FACILITATE PLANT PIT TO ESTABLISHED plant material. ROPER DEPTH DRAINAGEI PLLAANT P ACEMENRIOR TO 6. All plant material shall be balled and burlapped or container grown and shall be well formed, vigorous, growing specimens with NOTES: growth typical of the variety specified and free from injurious insects 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT and diseases. AGREEABLE TO THESE PLANTING CRITERIA -OMR -WHERE- CONDITIONS -RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, 7, All trees and shrubs shall be installed as indicated on the 2 CONTRACTOR LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, ORINCURRED DURING, PLANTING PROCESS.approved landscape plan. 8. All plants and beds shall be mulched with a 3 inch layer of mulch N.T.S. I 1Y SECTION N.T.S. CG -12 GG -12 CG -12 A vim INSIDE WALK ® RS DOWELS, B" LONG 11'-i PERMISSIBLE A 4' BUFFER STRIP v AT 12" C -C I JONTTRUCTION 12'1 NAx. N \ x= q, t•WN 5'M JOINT ISLE CONST. `% JOINT y 3 4. 12:1 MAX 72'1 MAX B ' N H o- WITH BUFFER STRIP I " *M �ilp• ff= A-�IF� TRUNCATED DOMES (SEE ATABLE7 A IEEE TABLET 1 �, SEE SHEET 1OF D FCR DETALS A +'SQUARE LANDING CROSSWALK TRUNCATED DOMES >?H•--' 4P WH TANGENT PLAN AREA OUTSIDE OF SEE SHEET 1 OF 5 FOR DETAILS SHAPE TO MATCH FACE TNAVELWAY SHALL TYPICAL PLACEMENT OF ROADWAY CURB BE PROVIDEO WITHIN AT INTERSECTION T.O. MIN 5•-0' MN. THE MARKED WITH BUFFER STRIP CROSSWALK AREA F R AOWA C RB 12 , 1 46� 1 EDGE OF PAVEMENER T .1 BACK GF CURD a 1 WITH BUFFER STRIP �- BACK OF CUP 20'1 q 5'MIN 20 11 4 AT XX, SALE AS TOP OF CUEI �. ..,..• 12'1 MAN.- • • •i 2 MI"' SECTION A -A rNIN. a 1` SECTION A -A XX ' PEP»ISSIBLE WITHOUT BUFFER STRIP 5 j01fN1TTRUCDON $ I CROSSWALK --• •' 4 1 = t AT , 2" NOHER THAN TP• eDCE DF PAVENEHT AT)KX,SAME AS TOP OF CURB SECTION B -B -� CROSSWALK �/ A 4.9CUNIE LANONB AREA MIITlN)E OF TRAYELWAT SWYL BE PROVIDED FOR FCRDIOCLLM TAOHWALK CROSSWALK ntHK ire YMam NOTES. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, �p0„Wp-K ,y,E,, SEE SHEET I OF 5, ' ` THE REQUIRED LCNGTR OF A PARALLEL RAW TYPICAL PLACEMENT EId A 4'SOUAAE LANDING IS LIMITED TO IS FEET, REGARDLESS OF THE AT INTERSECTION YF /AEA OU15G£ OF SLOPE. TRAYELWAY SHALL W T N CROSSWALK BE PROVIDED WITHIN THE MARKED CROSSWALK AREA Y 3 (n Of U Of OSSWALr< DIAGONAL PLACEMENT WITH BUFFER STRIP PAINT It PAINTED PER VD0T SPEC. 9, 8' 9' STRIPE MIN. T MIN. r MIN. -I (TYPICAL) A CCESSIBLE SPACES HANDICAP SPACE DETAIL NO SCALE I H 44' B'MIFFIA 6 RP Y SIDEWALK ruN DIAGONAL PLACEMENT 5,M =3f v q• WINN. A7 f 2" HIGHER THAN i EDGE OF PAV--HENT ATXX,SAME AR TOP OF CURB NOTES, FOR GENERAL NOTES ON THE DETECTABLE WMNNC SURFACE, SEE SHEET 10F D. THE SELECT.ON OF CURB TYPE AND THE CONFIGILNATION'DF THE FF T P AY V Y T I TI FI TI BUFFER STT M M 0 MEET E%B NC ELD CON T AND ROADWAY GEONCTRICS PROTDNG THE MMENS04 Atm SLOPES ARE AS NOTED. A VSOUATE LM'OUG AREA THE REQUIRED LENGTH OF A PARALLEL RAJA IS OlRlX! V ONTO WAY A 4.80UARE LANDNc MFA LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, THIS COMBINED (PARALLEL L PERPENDICULAR? OF T CAN O USED WITH W PLPVO FpR OurSOE GF iRAYELWAY ADJOINING BUFFER STRIP, LANDING AT BOTTOM OF TWO SLOPING SIDES � )t 98YALK SHALL DE PROVIDED FOR WITH W X V MN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE PERPiNDICULAR CROSSWALK OM188WN.K AREA. GP➢BSWPL WITHN THE MARaD STREET CAN PROTECTED BY A LAOSCMEO SEiBAIX OR CONNECTED WITH BUFFER STRIP TO THE SIDEWALK WITH A WARPED SURFACE CROSSWALK ARA. . tVo❑ S tVno r SPECIFICATION SPECIFICATION CG -12 DETECTABLE WARNING SURFACE CG -12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE �VDC]T ROAD AIA BRIDGE STANDARDS ROA) AND BRIDGE STANDARDS ROAD PND BRIDGE STADOARCS REVISION DATE I SHEET 2 OF 5 SHEET 3 OF 5 REVISION DATE TYPE 8 (PARALLEL) APPLICATION ,09 ,oD TYPE C (PARALLEL 81 PERPENDICULAR) APPLICATION REVISION DATE SHEET 4 OF 5 7A11 203,06 203.07 7A71 VIRGINIA DEPARTMENT OF TRANSPORTATION F502 $02 VIRGINIA DEPARTMENT OF TRANSPORTATION 7711 203.06 DUMPSTER ENCLOSURE SEE NJ i/." j' THIS SHEET FOR DETAILS. if l _/1 i I l l' l 1' l l'. t/ r i Ji 10'Wx10'L CONCRETE SLAB BENEATH 7 DUMPSTER &DUMPSTER ENCLOSURE. 4// �J // //�/� �// // DUMPSTER &DUMPSTER ENCLOSURE SHALL 1/; l�, _l'; /j %; 7"', '/jI; 'I l�; l/ REMAIN OUTSIDE THE LIMITS OF THE SANITARY SEWER EASEMENT, AS DESIGNED. 1 O'Wx8'L CONCRETE SLAB APPROACH IN FRONT OF DUMPSTER ENCLOSURE FOR VEHICULAR WHEEL SUPPORT 7" THICK CONCRETE SLAB SHALL BE CLASS A3 CONCRETE WITH 6"x6" W2.1xW2.1 WWF AND BROOM FINISH, CONCRETE PAD �. 20LD, SHALL HAVE POSITIVE SLOPE, ::.1 TRIP GENERATION SLOPED TO DRAIN T CURB, :::�. :•. :,�.::EXfSTINS'STELEAR:'•:�•:::'•�:•::�''.�••:�,:'.:::'•:.:... N O &SHALL I "- HAVE A MINIMUM STRENGTH OF A oNeAniK: ; SCALE -1"=40' : :; : ::: .:'• : :'• ' :'.:'• : ::'• :'• .:::'• _.. _'__ : 3000 psi @ 28 days. I - �. 21-A, 7" THICK DUMPSTER PAD DETAIL NO SCALE 1... , :a ::. ' • ..:-�-.:.�:•-�....•....•- (VARIABLE WIDTH) RETE TX.-I.-....... J 2" SM -9.5 2" SM9 _ .5 SHALL BE 3000 psi (5 MIN.) �..... ::Q SURFACE COURSE SURFACE COURSE AT a8 DAYS OR •�'�::,� ,.::•,,:.:�-.:� '•o', PQ, :.:�:: .. ,a1.Q' '7 :. )IOw-Cai \ / / / \/ / \ B (OUR / STRONGER. 8" 21-A4 CON(. /\/ /\ / / \ / ASE SEBASE COURSE /\\/ \/ \\ COMPACTED \ \\ 61. 21-A �- 4" 21-A STONE BASE CONCRETE SIDEWALK RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface It a Base b a A�• ' NI" '�'.'•:,�•.•��.'•�••:.�'•�'•:'••:•'•:•�:•��: •.:'•:.b.�, SUBGRADE N/A SUBBASE COURSE 5 N/A SM -9.5 2 2.25 BIIII SPACES COMPACTED 21A 8 :'Z'. 9.30 Asphalt Paving- Drive Aisles &• Dttrnpster Approach .� :: J. i•�'. :•• YsA A. NO NO SCALE 840 SUBGRADE ASPHALT PAVING 13.82 '• 2 2.25 Birt -25 3 2.15 21A 6 0,6 n.p 4y � NO SCALE; 0 1011 N J T 0 N : O o r. N P -11U :Z U. 'i :I. ° �- 4" 21-A STONE BASE CONCRETE SIDEWALK RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface It a Base b a Sub -base h a Dp Parking Spaces N/A N/A N/A 5 5 N/A SM -9.5 2 2.25 BIIII 0 2.15 21A 8 0.6 9.30 Asphalt Paving- Drive Aisles &• Dttrnpster Approach 820 2 840 5 5 13.82 SNI -9-5 2 2.25 Birt -25 3 2.15 21A 6 0,6 14.55 ?. FAST-FOOD RESTAURANT WITH DRIVE-THROUGH IMNDOW (LUC 934) Note: ADT. 1,640 VPD (820 ENTER/820 EXIT) : Pavement cross sectional design is based off a VDOT recommended assumed CBR value of 5. Contractor reserves the right to preform adequate soils tests of the subbase to more accurately AM PEAK: 160 VPH (82 ENTER/ 78 EXIT) determine the CBR values. Shouldthe site's CBR values exceed 5 the . :'.•:-,,f�.,':'.:: � •, PM PEAK: 200 VPH (104 ENTER/ 96 EXIT) � venent cross sectionmay be reduced u on Collins Engineering andCounty Engineering's rior approval. NO SCALE WOODEN GATE VVI LATCH, 48" HIGH (TYP.) zo'x8' CONCRETE APPROACH PAD CAN ENCROACH INTO EXISTING SANITARY SEWER ESMT., AS SHOWN 101-0N1 BRiCK COLUMN 48" HIGH WOODEN BOARD -ON -BOARD (TYP.) SWINGING GATES WITH PAD LOCK LATCH FOR 54" HIGH BRICK DUMPSTER ENCLOSURE. BRICK, io'xso' EXTERIOR DIMENSIONS, SHALL BE EMBEDDED IN CONCRETE PAD OUTSIDE OF ACSA EASEMENT. DUMPSTER BRICK ENCLOSURE TO MATCH EXTERIOR BRICK ON BUILDING. 10'-0" 4Q d� p D. CONCRETE-�� • REINFORCED PAD • G D D • DD • 00 DUMPSTER ENCLOSURE DETAIL N.T.S. BRICK EXTERIOR ENCLOSURE MATCHING BUILDING, 54" HIGH (TYP.) �pT l SCOTT R. COLLINS'Z Lie. No. 035791 � ��SsjONAL E�O� Z � Q U Z w 0 En ozEn11 ¢ En Z U) � Z cc H W Ce z Ate' 1 � cyi N W coV) 1 a � a N J T 0 N o N P -11U U. `n Q) ° W o �z Z J _Jm s� z_ > W U) ` �I IIIIIIIIIIIIIIIAMO W °- J I...r W = J o t 0 °0 o W ° o* rV10 06 s c 3 � rn (� V / C C O U = U w 0� U F - Z 0 O 3 0 z a Ill� Cn W � a X LLJ_ �- o ' V 1 ( /': C L T E a Ln U) Wo• - �- 3 CD z c L]i z L Z W w° w + CC U "_ z ° V (i) 7 U) z L J � J ° O V U 1 W L_ v-. O O T L_ O a- Q 0 O1 L C Ul O 2 O O V O °' N ° Z N L 0 W o N ° p -N f - C: W E E a to v -. JOB NO. v ° 092029 0 (n6I7 SCALE > ° AS SHOWN ° ° c >_ °> SHEET NO, o u� Fes- 3 FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. — FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. — FOR 18" BEND USE 3 STRAPS AS SHOWN. USE BRACING STRAPS ON ALL PIPE SIZES D } 6" I B CONCRETE CLASS B PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE 1' COMPRESSION x 3/4' MALE PIPE COUPLING LATE WASHER 4" - B' V-9' 2'-3' 2'-6" 1'-2 2'-0" 1 1/4" OR APPROVED EQUAL 8' 2'-3 V-0 2'-6" V-6 2'-6' 1 1/4" ❑ O 10" 2'-9 3'-9 2'-6' 2'-0 X -O" 2" I' TYPE "K"— 3'-0 4'-3' S-0" 2'-3' S-6' 2" 18" 5OFr COPPER BOLTS 4" - 6' 2'-6" 3'-d 2'-6" 1'-8 2'-8' 1 1/4" FOR USE ON ATTACHED SINGLE FAMILY 8' 3'-0'4-'-.3" 2'-6' 2'-6' S-3" 2- RESIDENTIAL SERVICES OR DUAL RESIDENTIAL 10" 3'-3' 5'-0 3'-0 2'-9' 3'-9" 2' AND IRRIGATION SERVICES, 12' S-9" 6'-3 3'-0 X-6' 4'-3" 2" 1"sl"xl" TEE 5'-0 7'-6 T-3' 4'-0' 5'-8' 2 1/2' — C..� �o 45' 8' NOTE: 10" 4'-6 7'-6 3'-O' 4'-3' 5'-O" 2 1 e NO SWEATED FITTINGS 12" V-3 9'-0 3'-3" 5'-015'-9" 2 1/2' DUAL SERVICE 6'-6 11'-0 3'-9' V-0117'-3" 2 1/2" 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL I" TYPE "K' SOFT COPPER ADJUSTABLE VALVE BOX W1 LID �= ❑ 0 FOR USE ON DETACHED SINGLE FAMILY II RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. R SINGLE SERVICE nl NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. cn> CAST IRON LID FINISHED GRADE NTS FIG, W -3B TD -5 LOCKWING METER BALL ALVEBOX I ---- M.J.:GATE VALVE (INLE36' WATER MIN. OUTLET) � COPPERSETTER �I I� I/4 BEND COUPLINC� — (IF REQUIRED) �— k METER �r e BRICK AS NECESSARY td t l ! CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION 2500 <P.5 L � NTS CONCRETE FIG. 'N- 5 TD - 9 FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. — FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. — FOR 18" BEND USE 3 STRAPS AS SHOWN. USE BRACING STRAPS ON ALL PIPE SIZES D } 6" I B CONCRETE CLASS B PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE A B C D E F LATE WASHER 4" - B' V-9' 2'-3' 2'-6" 1'-2 2'-0" 1 1/4" Q 8' 2'-3 V-0 2'-6" V-6 2'-6' 1 1/4" it 1/4' 10" 2'-9 3'-9 2'-6' 2'-0 X -O" 2" 12" 3'-0 4'-3' S-0" 2'-3' S-6' 2" 18" S-13 5'-6' 3'-3' 3'-0' 4'-6' 2 1/2' BOLTS 4" - 6' 2'-6" 3'-d 2'-6" 1'-8 2'-8' 1 1/4" - 8' 3'-0'4-'-.3" 2'-6' 2'-6' S-3" 2- 22 1/2' 10" 3'-3' 5'-0 3'-0 2'-9' 3'-9" 2' a • 12' S-9" 6'-3 3'-0 X-6' 4'-3" 2" 18" 5'-0 7'-6 T-3' 4'-0' 5'-8' 2 1/2' — C..� 4" - 6" N-0" V -O X-0' 3'-,3"13'-3" 2 1/4' 45' 8' S-8 6'-6 3'-0' X-8' V-9' 2 1/4' 10" 4'-6 7'-6 3'-O' 4'-3' 5'-O" 2 1 e TO FACE CENTER OF BLOCKS. 12" V-3 9'-0 3'-3" 5'-015'-9" 2 1/2' 16" 6'-6 11'-0 3'-9' V-0117'-3" 2 1/2" CHART FOR UPPER VERTICAL BLOCKING WIDTH = DIM. STRAP = 1/4" STANDARD HEX NUT CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S, FIG. W -3A 1/4- THICK Top View LATE WASHER 3" THREADi Q N 1 NOMINAL INSIDE r CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE - <s a L4 BARS 0 12" IPE BEL a • CENTER FOR 12 12" BENDS & CONCRETE CLASS "B" d LARGER — C..� 'd SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S, FIG. W -3A N I3 !k'Itl. WE;; ;WIJT LQCtGC2.� A`4sE4�6ts RYrA55 NOTE':,- PROVIDE OfEaPROVIDE A 6' THICK GRAVEL BED 21-NEATH 13{E METER VALI1-T.- 2. t,([JNlr\4i1N1 1€VIiLL THICKNESS F019 PRECAST 0111 POUR- IN -PLACE 1i.AUL{S SHALL L E 4'. tAIN13dUNI WALL 1HICKNES; FOR VAULTS CONSTRUCTED OF MA510t4ARY BLOCK SHALL BE 3_ -FEE CRTFSIDE Of THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOE`IN'C s-1:si'vl1'CJI.1i'•t[?_ TYPICAL METER VAULT (1 1/2" METER) 1 .f'S T -12 Top View ti �.. Q d CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 6" MINIMUM 4' MINIMUM n' 111rF..4 a • �1tra. , d d' <s a N I3 !k'Itl. WE;; ;WIJT LQCtGC2.� A`4sE4�6ts RYrA55 NOTE':,- PROVIDE OfEaPROVIDE A 6' THICK GRAVEL BED 21-NEATH 13{E METER VALI1-T.- 2. t,([JNlr\4i1N1 1€VIiLL THICKNESS F019 PRECAST 0111 POUR- IN -PLACE 1i.AUL{S SHALL L E 4'. tAIN13dUNI WALL 1HICKNES; FOR VAULTS CONSTRUCTED OF MA510t4ARY BLOCK SHALL BE 3_ -FEE CRTFSIDE Of THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOE`IN'C s-1:si'vl1'CJI.1i'•t[?_ TYPICAL METER VAULT (1 1/2" METER) 1 .f'S T -12 ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper ACSA olfickals at the start of the work 2. The location of existing Willies across the line of the proposed work are not necessarily shown on the plans and where shown are only approxkmately 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 the general water and sewer construction specifications, as adopted by the ACSA. 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 three (3) feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no4ead regulation regarding brass fittings effective January 4, 2014 (senate bill 3874 which amends the safe drinking water act). Top View PLACE 5 GALVANIZED WITNESS > ' POST WITH> Q d CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 6" MINIMUM 4' MINIMUM AS DIRECTED. MARKER LOCATIONMAY BE SUBJEC d d' 4" MINIMUM TO HIGHWAY DEPARfMENI- APPROVAL. a • d FINISHED GRADE 'd 4 4 — — — — — — Side View — — — — S' Minimum Q — — — 4 d — I Q. ADJUSTABLE VALVE BOX W1 LID �= — Certification of 95% v .� Compaction required d G1 • � la ' d II Galvanized Steel Beam, I Q W12 x 14 (min. size) d 3' min. penetration into undisturbe( 45' soil , or as approved by the--\ nl ACSA. — F Tr 1 cn> III �IIIIIIIIII I III�II I TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W -3B TD -5 ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper ACSA olfickals at the start of the work 2. The location of existing Willies across the line of the proposed work are not necessarily shown on the plans and where shown are only approxkmately 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 the general water and sewer construction specifications, as adopted by the ACSA. 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 three (3) feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no4ead regulation regarding brass fittings effective January 4, 2014 (senate bill 3874 which amends the safe drinking water act). NH SCOTT R. COLLINSt2� Iy Lie. No. 035791,E Z _O U E Z o W O ZJ O < U) Z ice W Ice J J U ZONAL T r-_ CY)My� C ) N I 0 N N Q LLJ J J_ W 0 2 U 1 UJ ) ` 1 W I— cn W It (Q V 0 N Z :5 CL W F- 111 I V J z H LL F— z F� U) W �II Z V0 V I ce W F_ :;7 W U Z 3:0 F— r ILL 0 z o6 W F_ 0 Z 1-4 Z) LU J F - t3 F - w r-, a U1 JOB NO. 092029 SCALE AS SHOWN SHEET NO 7 PLACE 5 GALVANIZED WITNESS > ' POST WITH> CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATIONMAY BE SUBJEC TO HIGHWAY DEPARfMENI- APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W1 LID �= II � nl cn> ---- M.J.:GATE VALVE WATER LINE 14 !. td t l ! 2500 <P.5 L � CONCRETE d .2'x 2' BEARINGAREA. THRUST BLOCI' v � v NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA TYPICAL GATE VALVE NT5 :. FIG. VV,- 5 TD -8 NH SCOTT R. COLLINSt2� Iy Lie. No. 035791,E Z _O U E Z o W O ZJ O < U) Z ice W Ice J J U ZONAL T r-_ CY)My� C ) N I 0 N N Q LLJ J J_ W 0 2 U 1 UJ ) ` 1 W I— cn W It (Q V 0 N Z :5 CL W F- 111 I V J z H LL F— z F� U) W �II Z V0 V I ce W F_ :;7 W U Z 3:0 F— r ILL 0 z o6 W F_ 0 Z 1-4 Z) LU J F - t3 F - w r-, a U1 JOB NO. 092029 SCALE AS SHOWN SHEET NO 7 .. .� . .I ;��: .� .-. 'I --. '.. . . . . . of . 11.**r \ ` . - LIMITS OF TREE, CANOPY ALONG' ( � 16 . I � I I)" . . .� . ... . I .I .. .I I. . . . ^� EXISTING 4" PRIVATE . ' EXISTING • (,)ZS. SANITARY SEWER �,4 NORTHERN P/L. SEENOTE. . . I . . .I. . . -. . . I I . I . . . . . . I . I . . . . 1.. *t..��, . . , �,. STELLAR ONE BANK —�, . . . I I LATER L UNDER CALCULATIONS (TYP.) �" • ! ' ' _� ! .P. . . I . ARKIN LOT . . L '. 'x I' , . . . . a� ,�'{• '-11 1 � . a� I . . . . I I I . . . I . . i�. . . � I . ��' . -'-11 . . I.'. ''. I I I . . . . . . .... . .. 1 / . . . 1'1 : .. . '" I k " �,_ I 1 I • I. ....... �;" ; : . .--,,, m \�1 , . . � , , , �-�`.� , . . : , ._ -_ .. _ , . , I I '" z / I , EXISTING . ... y - .6 PARKING .7 ......::. tt.. t.:..., ,, v,,.: ...E . « v tTj y,.,'-3 yy R •iti y III .., ,w, ,.. ' -..Iii ' ° •w ... f:S ACES :.::,....:sNIV + x: ,;, .. Vis.....,»... ..a:.. ,:.,, _ + ) +s k,11 ((" �, - . J v `3 . I ; �' - �� f �, 'I 7\ M ( 14, I J 'C,. ' I . .9 . . . . \ I : . S 3' ( t r—�._l. �--•—i — d°'� 5 'ice' ,'� � — , ____T � : . , �� \J - "'I".1'.."', I - I ". TH 0 t- 1�n SCOTT R. COLLINS'Z ) H )A Lie. No. 035791,E �K1�113S IDNAL ESO'C . .. I , Z . . . --- - Ly � W , I I PLANTING PO. 5'TO' H W — • Q 01 D I I j + + I / '�' PROVIDE DDITI NAL . __j � . Li . d' + J I (,)AG . ' • • �. , ' !� LAND CAPING , . o I J J I z� ~ . . . . l7 + D EXISTING m s ' ❑ �:: Ln C) :'. D D D' .. : u r 8 DI L I I W T d w� D 4 d a LlJ ^z"' d• ii r'':.: 4 ! D' �/ LU . • D f Lr •F I': cV D O �• T i 1— �- W J d , l0 AB V D // ( ) �'t Q 5 x Y D D I. V J> // a d fl —_ . I b ,in '.�? •D D R.. k , �' D' y`f`: , :: I D, D 1' . ! D I d n d D .I A ////// sl I •p i `` •6 , . / •'•1. '� .�' ❑' n ❑' ❑ 3{ D tl :.yi' . i1 • D 11 .;::: a �°`' o D I dd•. T:i:`iiiS a f9 Y e { D I L� ' a 1 D , : — GAS GAS GAS I tI . T I I _ I O —' GAS • GAS GAS � GAS —GAS .. ... D 11111i: T GAS S �qs GAS GAS AS — -- - GA�i GA GAS —•— S Ga5:_GIUti`"`-..'•CrA5..•:*:r-r�=.'$' •1:�;:; .''`�'' �" y1 • I .D .! s#iW ..1. . • p D.. A ,. . D D I d 'b. D n p' /� s 111 / D D' t a11 . :r _ d . 0 �1�1�1�1�1 , I e . A i S I — — D { w EC. a d . " '' � a ETE A '� D D 'D ^W Cn ill I 6 D d I I .I I . . ./ I D G. °aoo°o° x L9 { a r^ <aoI . :n T d I X B' :g W z ;9.: -. E . . I , . : ,•��• r W D 1^ :ilV �' V� MM lilll�• z I �-1 .",.'.�,""., I . , . . I �!: . W 15 . - N ti a I :` , 11 .. A ! I x t..- [V 0 CL 4 D• d .I N . 0 e 1 I• \ ----- h+ _ — — — I 1 w .,�� . . I/ z z .`x ... i . / ^r: <<<>: JN z Z). c � / i6. >1 I d- O ( 1—i .. • Y . V• I / Im I ;: �, PROPOSED SONIC i / APPROVED n , i 2 /, f' a . I D fi> IC _ + :r _.<<< (5) , RAIN GARDEN I RESTAURANT ( , ' ( N - �' b I PLANTINGS I W I FFE - .8o d' , . 455 ! O t `, I . 7 I11) �; ., J I� W N �t {L . . . . , , .z . � . W > �_ . I• I f . I dp. .dD d d p .• D :D,• c' D. a d b d (. ;E , J • ,' i... 7� t}� 'n (. •D D: n ° e• a D D d • d °° a D'`",.''••'.','• D ' D I ( ,`c�� I w z + O.G p 1 z _j 9 i d J r k ::'' _ / / ::f. E XISTING 2 / 4 S S EXIT G W Z SAW RW L d PART � E . / / f !' <�'< . A ROV D PHASE I UP w Q I {) . +, Q . I i- J , P ANSFOR THE I / NORT TO N . . u / DEVELPM T J I O C� <,.11 + + >:>«:»: d 1. F #. ,� /•y� �' ' / ISI•. � P- 4 k9 z , . f I s. AB I ,, Q z k _ (�)vP. I .. z U }10 , '' I •. (�wP i I I v U 11 f . /`" . "' �-1 — — (12)HC� ' • . . ' . ' �( � • . (4) z C%i C)F MC. t I x x —' --- — — L-- I� _ — — —/ — o z J. �. �, 1 (7)JN EXISTING — 12" DI S/L/ j' Q \ U�j�'' I uJ /' " c a f r ' . �, /. .. EXISTING . 12 \ <:... `, 111 J ........al .. ... , ... .... ... v v. ...... : V . », ,. _/ fl. i 1 MG k X x. 31 ..---- �' �/ I I ! -1 4, 1 _. \ . . "I I , / "- " Ul I , . I z X U � EXISTING (2)UP A : / / __ - W w liiiili�ii[ , , * . . . . . . I . � . .d s ISL — — — — — i , D'' I T - - y.,. �. ,fi)a:: �'G � 4 i r _-..�_ i� .. 41 ! d' D :Dd w�"�..v ,� —_ — / j -- . (iiiiiiiiiiiiiiii w ...:iji, ;:uu a I r I VJ rJ ...w_....,::.:::.:...... ,w,,...:.,.... _�' yY J- 7 / Z -1 -- Lam' Z A� (! ° ' . I a� t.a T MPO RY TREE PRO E�TION P LANT S CHED ULE — -- --- - --• ` 7 — -- --- — — r a : a p I / �' IA� r C �F__ 3: .......: / • � ,,, FENCING�ETW - C��MT. & -�� - • TOTAL SITE ( � -- .�✓ D (o i° y EXISTI 'I�} � P�A DIGS/ �`` �,� r , �. C, a t' F OC �° SYM BOTANICAL COMMON NAME SIZE CANOPY s �y / n� QUANTITY COVERAGE (s>] � )(�(`�� — �� ✓ — ��c � � 1 I g L D .. I' ti : j / IL :a ' TREES _ �` r l C, ° _ / QP QUERCUS PHELLOS WILLOW OAK 31/2 cal. 471 5 2,355 -x- •--- — -�.— — - — _.___ 3- _ _ _ _ _ 1 -r �(,�j Y I I V S _41 _ I i" I I r'''' UP ULMUS PARVIFOLIA ALLEE RLLEE ELM 21/2 cal. 423 3 1,269 �- x ' -- •-. � +I ZS ZELKOVA SERRATA'GREEN VASE' GREEN VASE ZELKOVA 21/2" cal. 395 4 1,580 -- - c_ ` _1_ � + tt _ _ ' �, a CALCULATIONS: — _ �~—�--•.-_ ., , 1 N UNDERSTORY TREES � r I / 7 AG AMALANCHIERxGRANDIFLORA SERVICEBERRY 67 ht. 130 2 260 TOTAL SITE AREA: 49,527 SF k � \}�LI,S� 7Yyl(�('(� I \ x� CANOPY REQUIRED so96 : 4.953 ` 1jr �, L� I ' % LU PY PRUNUS YEDOEN515 YOSHINO CHERRY 6 7 ht. 99 4 396 PROPOSED TREE CANOPY: 9 097 x �' _� {1 rM ��r� t� © `v� ` I { \1111 ti - EVERG REEN TREES ( Existing onsite plantings, which are proposed to remain, k ` �f J (_ EXISTING ''� ,,ii / `r a ,'`"-„ {- MG MAGNOLIA GRANDIFLORA LITTLE GEM LITTLE GEM MAGNOLIA 6 8 ht. 54 8 432 x are notincluded in the calculationsabove) ,�_ / \ cc- �_ 8 PVC S/L "` �� W SHRUBS ```- _ �/ �� ( , I ` I O w k TOTAL PARKING LOT /� `��_ _ ' / AB ABELIA GRANDIFLORA GLOSSYABELIA 36" ht, min 14 30 420 1 rT �'3-a�y' T 11. d I o #TREES REQ D 2 ,:; b ^ BS BUXUS SEMPERVIRENS AMERICAN BOXWOOD 36" ht, min 11 16 176 NEW TREES PROVIDED: 11µm '"� .0 <'111 �l ' `--� I q ! JOB NO. i. HC HYPERICUMCALCYCINUM STJOHNS WORT 24" ht. 10 12 120 , ---W M:A*:: \ / 092029 ;z w, ` i>�Ill ' IC ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 36" ht, min 14 10 140 PAVED CIRCULATION AREA 10,725 1 ' I S • 5% INTERIOR PLANTING AREA REQ'D: 537 Sf GRA �� IC-- S C ALE � � � � � �:: • � r� SCALE �, IG ILEXGLABRA INKBERRYHOLLY 36 ht, min 23 15 345 INTERIOR PLANTING AREA PROVIDED: 5,2765f - �~ .. i' JN JASMINUMNUDIFLORUM WINTERJASMINE 36"ht.min 10 19 190 0 o s l0 20 - ~ a :!• I i ; 7 "_ o' ( j ,1-- ' 1 MC MYRICA CERIFERA SOUTHERN WAX MYRTLE 36" ht, min 44 4 176 NOTE: All site plantings of trees and shrubs shall be allowed to reach, ` I ,� #. ` ' OF OSMANTHUS x FORTUNEII FORTUNE'S OSMANTHUS 36" ht. mm 99 12 1,188 \ x I. { / SHEET NO. and be maintained at, mature height; the topping of is prohibited. i�. VP VIBURNUM PLICATUMTOMENTOSUM DOUBLEFILEVIBURNUM 36"ht.min 50 1 50�"" Shrubs and trees shall be pruned minimally and only tosupportthe - IN FEET) ` ` / \ TOTAL CANOPY 1 inch = 10 ft. \ ` I -_ I / 8 9,097 overall health of the plant. `' r „ / ~ _ €;I) r>" 1 c'IOLIV�� LIV�� [l'Td111111111�l�T1<IR 7 3/4 " 30• DIA 11 1/8 SON❑TUBE REBAR CAGE 00 LIGHT POLE MOUNTING + - W 00 S❑N❑TUBE F❑UNDATI❑N PLAN VIEW 7 3/4 " 11 1/8 " M 11 1/8 " I I REBAR CAGE CO LIGHT POLE IIII II �, MOUNTING II _ _ W CQ _ I 4P ,5 II co 2'-6" SQ, SQUARE F❑UNDATI❑N PLAN VIEW 10 1/8" SQ, X V THICK BASE PLATE WITH (11' Dia BOLT CIRCLE W/ 4-1 1/8 " x 4 3/4 " SLOTS & 4-1 1/8 " x 2 5/8 " SLOTS) GRADE 0 i FROST LINE 1'-0" MI AREA LIGHT ELEVATI❑N SQUARE OR S❑N❑TUBE -❑UNDATI❑N 5' x 5" x 1/4 " WALL STRUCTURAL TUBING LIGHT POLE LEVELING NUTS W/ WASHERS n II FILL IN WITH '5 -STAR" NON SHRINK GROUT OR EQUAL r (4) #5 VERT. I II I I II o iv(4) V Dia x 3'-0" LONG I II I ANCHOR BOLTS WITH 4" I II I HOOK SUPPLIED BY POLE MANUF, ,-1" CONDUIT (6) #4 TIES L - - 3 EQUALLY SPACED LL -_--J FIRM BEARING Z'-6" SQ OR 30" DIA S❑N❑TUBE F❑UNDATI❑N ELEVATI❑N VIEW N❑TEI 1) FORMED CONCRETE FOUNDATION POURS ARE TO BE PERFORMED WITH USE OF A CEMENT VIBRATOR. 2) FORMED CONCRETE SURFACES SHALL BE SURFACE FINISHED AS SOON AS PRACTICAL AND NOT LATER THAN 6 HOURS FOLL❑WING FORM WORK REMOVAL, REMOVE ALL FORM TIES, FINS AND PROJECTIONS. PATCH TIE HOLES, INDENTATIONS AND OTHER SURFACE IRREGULARITIES WITH SAND CEMENT PATCHING MORTAR 3000 PSI, FILL AND REPAIR HONEYCOMB AND HOLES. AREA LIGHT FOUNDATION N.T.S. 0 x00 kpo 00 0 k0 k00 0 0 o x00 x00 X) XO } x O x00 k p X0. Ip 00 kf�0 X 00 00 X00 X00 X° x J k X00 xCj XON x00 x 0 )0 k00 xpo 0 0 x k !� X0, k 0 0 0 k00 X00 x00 X � X00 x00 00 x 0 X 0 0� kpo X JO kpo 00 k� Xp, x 0 X p 0 r00 X00 k0o X00 ' O x00 x00 x0 X00 k O x°• ®Q x00 k00 k1 kp, k k00 X00 X0c X00 X04 I° po Xpo Xpo k0 r x00 X0 xp0 k x00 X 0 xp® x00 x00 kpo x O 00 ° x00 x00 xp0 x00 '© x00 Xpo ]�J�• p X 0' k k 0 X00 Xp0 P X 0 • k 00 ' X 0 01 "cid 0 X°° k p xp,'� X®0 x0' X00 3 kp, Xp0 X( x 3 X00 x00 0 >C "05 X00 X 0 X°® x00 k0• 0' X p k0 k00 0 X k 0 6 0 k k02 ° x00 o' X0• X®® k k Xp. 00 ( kp`3 xOro ' 0 x00 kO2 x° X00 0 k p`L ° x0k k00 X O k03 k°� x 0 x00 x00 o• 0�° 2 k°� X00 X00 k0 k[�0 kp5 k° (� k°� k � °• Xpo k D °• 0 x� a' p J "°� k � X°• x°O 2 p. k0N k X0 ©. x 00 P107 k Q °� x O X00 Xpo a X xp. .x' ' offoo-m*- Most so 0X xp0 >1 �• k 0 0. X00 Xp 00000 111M -- - IR FOUNDATIONS (1-NLKAL U(.)NL)I I IUNS 14. ADJUST FINAL POLE AND LUMINAIRE LOCATIONS AS NECESSARY TO 1. THIS DRAWING IS FOR PARKING LOT LIGHTING AND INFORMATION 2PREPARATION OF THE SITE SHALL PROCEED IN COMPLIANCE . COMPONENTS ONLY. REQUIREMENTS MADE BY OSHA AND ALL APPLICABLE SAFETY 13. PROVIDE AND INSTALL SITE LIGHTING CONSISTING OF POLES, 1 SITE LIGHTING PLAN ONLY. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 1. FOOTING SHALL BE PLACED IN FIRM, DRY, NON -FROZEN, 1. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODE AND TO ALL OTHER LUMINARIES, CONCRETE CAST IN PLACE POLE, BASES, CONDUITS, WIRING, 2. LOCATION OF PARKING LOT LIGHTING FIXTURES SHOWN IS UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL. THE APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. L1.01 lot _ 20' PULL BOXES, JUNCTION BOXES, AND ALL APPURTENANCES TO PROVIDE APPROXIMATE. COORDINATE LOCATION WITH APPROVED LAND MINIMUM PASSIVE EARTH PRESSURE MINUS ACTIVE EARTH 2. IF ANY GENERAL NOTE CONFLICTS WITH ANY DETAIL OR NOTE ON THE PLANS OR A COMPLETE SITE LIGHTING SYSTEM IN ACCORDANCE WITH APPLICABLE DEVELOPMENT PLANS TO ENSURE THAT POLES ARE NOT IN AISLES PRESSURE IS 100 PSI/FT. CONTACT ENGINEER 1F THIS IN THE SPECIFICATIONS, THE STRICTEST PROVISIONS SHALL GOVERN. BUILDING AND ELECTRIC CODES OR PARKING SPACES. REQUIREMENT CANNOT BE MET. 3. THE STRUCTURAL DRAWINGS ARE FOR THE LOCATION AND SIZE OF STRUCTURAL 14. ADJUST FINAL POLE AND LUMINAIRE LOCATIONS AS NECESSARY TO 3. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL ITEMS OF 2PREPARATION OF THE SITE SHALL PROCEED IN COMPLIANCE . COMPONENTS ONLY. REQUIREMENTS MADE BY OSHA AND ALL APPLICABLE SAFETY ENSURE THAT ALL PHOTOMETRIC DESIGN REQUIREMENTS WILL BE MET. SITE WORK BOTH BELOW AND ABOVE GROUND TO ASSURE THAT WITH LOCAL CODES AND THE PROJECT GEOTECHNICAL REPORT. CODES ARE TO BE DETERMINED AND PROVIDED BY THE CONTRACTOR. 15. ALL FIRE WALL AND SLAB PENETRATION SHALL BE SEALED WITH THERE IS NOT INTRUSION ONTO OR CONFLICT WITH ANY EASEMENTS, UNLESS OTHERWISE NOTED OR SPECIFIED, ALL BACKFILL AROUND 4. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO METHODS AND MATERIALS APPROVED BY U.I. FOR THE PARTICULAR PROPERTY LINES OR OVERHEAD OR UNDERGROUND UTILITY LINES. LIGHT POLE FOUNDATION SHALL BE COMPACTED WITH VIBRATORS � BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED. SYSTEM. ANY REQUIRED RELOCATION SHALL BE APPROVED BY THE OWNER'S COMPACTORS, ETC. TO 95% MAXIMUM DENSITY MODIFIED ( PROCTOR) AT OPTIMUM SOIL MOISTURE CONTENT 5. THE ARCHITECT AND STRUCTURAL ENGINEER ASSUME NO LIABILITY FOR THE 16. COORDINATE ALL LIGHTING EQUIPMENT WITH FIELD CONDITIONS. REPRESENTATIVE. . STRUCTURE DURING CONSTRUCTION. AS SUCH, THE MEANS AND METHODS OF FIXTURE LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE MINOR 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHING AND CONCRETE CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S). ADJUSTMENTS TO SATISFY THE DESIGN INTENT. BACKFILL FOR MEETING SUB -GRADE COMPACTION REQUIREMENTS. 18'-0" 6. CONTRACTOR SHALL VERIFY AND/OR ESTABLISH ALL EXISTING CONDITIONS AND 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL LAMPS IN ALL 128 LEDs 1. CONCRETE SHALL BE REINFORCED, DETAILED AND DIMENSIONS AT THE SITE. LIGHTING FIXTURES. DESIGN LOADS CONSTRUCTED IN ACCORDANCE WITH THE ACI 301 "SPECIFICATIONS 7. USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY THE CONTRACTOR IS 18. ALL SITE LIGHTING FIXTURES SHALL BEAR UL WET LOCATION LABEL s~ FOR STRUCTURAL CONCRETE FOR BUILDINGS" EXPRESSLY PROHIBITED. AND ALL HARDWARE SHALL BE CORROSION-RESITANT. WIND LOAD (COMPONENTS & CLADDING) AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL 8. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE 19. GROUND ALL SITE LIGHTING EQUIPMENT IN ACCORDANCE WITH THE WIND SPEED 90 MPH* CONCRETE (LATEST EDITIONS), AND THE MANUAL OF STANDARD WORK IN ACCORDANCE WITH THE DETAILS SHOWN, THE CONTRACTOR SHALL NOTIFY THE NATIONAL ELECTRIC CODE REQUIREMENTS. * CONSULT ENGINEER OF RECORD IF WIND SPEED IS IN EXCESS OF PRACTICE. OWNER IMMEDIATELY AND PROVIDE A SKETCH OF THE CONDITION WITH THEIR PROPOSED 20. USE #8 WIRING AT EACH POLE LOCATION WITH FUSED 90 MPH PER LOCAL BUILDING CODE 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 28 DAY MODIFICATION OF THE DETAILS GIVEN ON THE CONTRACT DOCUMENTS. CONNECTIONS. USE #8 GROUND WIRE THROUGHOUT UNDERGROUND IMPORTANCE FACTOR 1.1 STRENGTH AS FOLLOWS: 9. CONTRACTOR SHALL PROVIDE FOR DEWATERING AS REQUIRED DURING EXCAVATION DUCT SYSTEM. EXPOSURE C** FOOTINGS f'c = 3,000 PSI AND CONSTRUCTION. 21. PROVIDE NEMA 3R, 30 AMP, SINGLE POLE NON-FUSED DISCONNECT ** CONSULT ENGINEER OF RECORD IF EXPOSURE D CONDITIONS AIR ENTRAINMENT 6% +/- 1/2% IN ALL EXPOSED CONCRETE, 10. PERFORM WORK UNDER ENVIRONMENTAL CONDITIONS RECOMMENDED BY SWITCH FOR EMERGENCY CUT OFF. LUMINAIRE SCHEDULE 3. REINFORCED STEEL: ASTM A-615 GRADE 60 REFERENCED CODES AND SPECIFICATIONS, BY MATERIAL SUPPLIERS, AND WHICH ARE THAN 1 MILE IN WIDTH IN UPWIND DIRECTION) 4. PLACING OF CONCRETE SHALL NOT START UNTIL THE NOTE: ACCEPTABLE UNDER STANDARD INDUSTRY PRACTICE. PROVIDE PERIODIC AND FINAL PLACEMENT OF REINFORCING HAS BEEN APPROVED BY THE Symbol Label Qty Mounting Catalog Number Description Lamp File Lumens LLF Watts A BASIS FOR EACH MIX DESIGN, DEVIATIONS SHALL BE12. SITE LIGHTING FIXTURES ARE TO BE CONTROLLED WITH TIMING DEVICES TO 0 Height SUBSTANTIATED WITH ADDITIONAL CERTIFIED TRIAL MIX TESTING AUTOMATICALLY SWITCH OFF LIGHTING AFTER HOURS OF OPERATION, WITH THE H HAND EXCAVATE AROUND UTILITIES AS REQUIRED. AND RESULTS. SUBMIT MIX DESIGN, HISTORICAL TEST DATA OR EXCEPTION OF SAFETY AND SECURITY LIGHTING. Q a A 4 18'-0" XAMU-FT-LED-128- LSI CROSSOVER AEROMAX 128 LEDs XAMU-FT-LED-128- 15800 0.81 190 +-• N 8 O s~ HO -NW -UE -HSS MEDIUM LED AREA LIGHT °° HO-NW-UE-HSS.IES , itO � H� a o [:] B 3 18'-0" XAMU-FT-LED-128- LSI CROSSOVER AEROMAX 128 LEDs XAMU-FT-LED-128- 31600 0.81 380 HO -NW -UE -HSS MEDIUM LED AREA LIGHT HO-NW-UE-HSS.IES -ro o C 13 9'-8" TCPATLASGS30H UNDER CANOPY LED 30 LEDs TCPATLASGS30H.IES 3386 0.81 56.5 �,Itw SURFACE MOUNT M N O D 6 13'-10" TCPBLAZER50 TCP BLAZER LED 30 LEDs TCPBLAZER50.IES 2950 0.81 42 WALL LIGHT EXIST (LESS THAN 1500 FT. FROM BODY OF WATER AND MORE 3. REINFORCED STEEL: ASTM A-615 GRADE 60 REFERENCED CODES AND SPECIFICATIONS, BY MATERIAL SUPPLIERS, AND WHICH ARE THAN 1 MILE IN WIDTH IN UPWIND DIRECTION) 4. PLACING OF CONCRETE SHALL NOT START UNTIL THE NOTE: ACCEPTABLE UNDER STANDARD INDUSTRY PRACTICE. PROVIDE PERIODIC AND FINAL PLACEMENT OF REINFORCING HAS BEEN APPROVED BY THE FIXTURES C AND D ARE SHOWN FOR CALCULATION PURPOSES ONLY. REFER TO ARCHITECTURAL LIGHTING AND CLEAN UP. COORDINATE WORK WITH OWNER TO ESTABLISH ACCESS TO THE EARTHWORK OWNER'S INSPECTION AGENCY. ELECTRICAL SHEETS FOR BUILDING AND CANOPY LIGHT FIXTURE LOCATIONS AND SPECIFICATIONS. WORKPLACE AND FOR STAGING AND STORAGE AREAS. 5. CONCRETE MIXES SHALL BE PROPORTIONED PER SECTION 3.9 11. ALL PROPOSED BUILDING EXTERIOR AND SITE LIGHTING SHALL BE INSTALLED AND GRAPHIC SCALE 1. EXCAVATION SHALL BE PERFORMED SO AS NOT TO DISTURB OF ACI -301. CERTIFIED HISTORICAL TEST DATA SHALL SERVE AS MAINTAINED BY PROPERTY OWNER. 20 10 20 40 EXISTING ADJACENT BUILDINGS, STREETS AND UTILITY LINES. VERIFY A BASIS FOR EACH MIX DESIGN, DEVIATIONS SHALL BE12. SITE LIGHTING FIXTURES ARE TO BE CONTROLLED WITH TIMING DEVICES TO 0 LOCATION AT ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK. SUBSTANTIATED WITH ADDITIONAL CERTIFIED TRIAL MIX TESTING AUTOMATICALLY SWITCH OFF LIGHTING AFTER HOURS OF OPERATION, WITH THE H HAND EXCAVATE AROUND UTILITIES AS REQUIRED. AND RESULTS. SUBMIT MIX DESIGN, HISTORICAL TEST DATA OR EXCEPTION OF SAFETY AND SECURITY LIGHTING. TRIAL MIX RESULTS FOR APPROVAL PRIOR TO PROCEEDING WITH IN FEET ) WORK. i inch = 20 ft. M(1VE Ie'J@%B(?; 80 a[ PROFESSIONAL ENGINEER DELAWARE LICENSE No. PE 15438 PENNSYLVANIA LICENSE No. PE 055536 MARYLAND LICENSE No. 29313 NEW JERSEY LICENSE No. GE45204 VIRGINIA LICENSE No. 0402 045725 Z S EEr N1WER Ll 01 ■ SITE LIGHTING PLAN .. N 0 a Qtly M M y � O b ti E" U a[ PROFESSIONAL ENGINEER DELAWARE LICENSE No. PE 15438 PENNSYLVANIA LICENSE No. PE 055536 MARYLAND LICENSE No. 29313 NEW JERSEY LICENSE No. GE45204 VIRGINIA LICENSE No. 0402 045725 Z S EEr N1WER Ll 01 ■ SITE LIGHTING PLAN N a Qtly M M y � O U O ONO ti E" U oo w � H o y +-• N 8 O s~ �o 0 ' °° , itO � H� w �gw U zOo r, -ro o �o N � a�oo � � M N V'1 �,Itw M N a[ PROFESSIONAL ENGINEER DELAWARE LICENSE No. PE 15438 PENNSYLVANIA LICENSE No. PE 055536 MARYLAND LICENSE No. 29313 NEW JERSEY LICENSE No. GE45204 VIRGINIA LICENSE No. 0402 045725 Z S EEr N1WER Ll 01 ■ SITE LIGHTING PLAN - - __ ___ ------------- - ______ __ - ___ --,---- ___ - - __ _________ __ - - I _____ � k I � . 9@989 9@999 ___ . I ii", I ","o (2), , 1�1. , 1, " � - -, � " I . , . I i - �:, < � . I ,,, , I . , ;_1 ,, I I ; k � . I e . ,:2 ,,,t.�, �111 � l�9 --' �-- , ,� , % . . , ;.., I . , 'i "i , -1 , , "e. -, , ,ma,wm �e a - � �!, a - � ,�", --. " -�,' ��gq -,�� , C �Ko's's- �_ -,) v e r, CK;s,Z�,-wer, I . .g&� �,yg, ,t=,W,g � g mm,�-P"",�",�;o nx � �,`i_ , , , 0 -110 "I m a. m�,�tn , �� ,,m'tt,.*.,�tP7" ", I ArIPI,111� MEMO iF� f"Wai U'll", � " ,)� � r ,� "--,� --I"I,�'T-pv LED AREA LIGHTS - AEROMAXT11 MEDIUM (XAMU) LED LtGPITING TECUMOLOGY LED AREA LIGHTS - AEROMAXTM MEDIUM (XAMU) LJFD LIGUTING TECHN0100Y , , � , . � , , I "; � , "" , � t� ., " � "�� 1 5� 1 . I , ", I � k." .___________ .-- - (9 US patent 7�28456, 7962293, 8002428 -and CAN 2693131 & 2701653 and U3 & Int'l, patents pieriding I LUMINAIRE ORDERING INFORMATION I 0 1- C. I :: Q�� 9, SMARTTECTm THERMAL CONTROL - Sensors in both optical unit and driver enclosure I TYPICALORDER EXAMPLE; XAMU FT LED 128 HO CW UE W JT PCR C? reduce drive current when arnbient temperatures exceed 50'C. Current is lowered in , 11 imperceptible 5% increments every 5 tninutes until safe operating temperature is reached. Prolix Distribution # at Drive Color Input Voltage Finish Optional Controls Optional Sensor/opticrIs I � . I . .. . I � . a I 0 ,ill,, I U a 1 !2, ;',�,��, . - - ___1 I -1 -----,.,--,- , I Searle LEDs Current Temperature . . - I � . I . others, BLS - Bi-levpl switching responds a 120-277V signal from separate controller 5 - Type, V HO -nigh Ouput NW - Neutral WNle Voltage BRZ - Bronze �,�(IujoiS a �Ienitita Curboil�IINJAib� Jjp,�) ES . EXIemaj Sin)5012 I 2 FT - Forward (120-277) GPT � Graphite . I _,_� I ' , . I - I '.. , 11 . ,�, " ';� " i'] ENERGY SAVING CONTROL OPTIONS - DIM - 0-1 0 volt dimming enabled with controls by XAMU 3 - T/pe Ill LED 128 SS-SuperSave,r CW-CoEnWhite UF - Universal BLK - 814 VI(LinelftelessAgw Blazer .4"5W LED Wall I ack I'll, ,,i��, I I , .."; , ��,,�', �;,71`1 � Sensor Catalog Number i ,ui*,� I ': __a Jr T(PBLAZER50 (blank) - None IMS - Integral Motion Sensor' � . � I 1. I I . I �,Lk. . 'n or sensor (by others). Low light level decreased to 30% maximum drive current. Throw MSv - Motallit; Si 1JOf VCM - Standard (rovenuo grale) Notes TYPE) 5,0 - M 0- 347-00, On1vtoeal PLIJ � Plailnurin 41s VCM8 � Basic I 'i 1�1 I " - T-3, I _Q[1�2m I IN 1�9 OCCUPANCY SENSOR (IMS) - Optional internal passive infrared motion sensor activates I I vollaga SVQ - Salin Verde VCMH - Standard (Host) PCR - Photoelectric Control : I I . . I . 0 switching of lurninalre light levels, High level light activated and increased to full bright (347-48OV) Green VCM6H - Basic (Host) Raceptada4l . . . I I i '_ . 1. " I I ,� � . � I . ,. . I . I . . . I .1 I. I . � .1 - . � I TCP's Blazer line of LED wall packs are designed for applications that require clean E � I �, I I I . . . . 11 .1 I . I in 1-2 seconds upon detection of motion, Low light level (30% maximum drive current) I WHT - While DIM - 0-1 0 Volt difniring I , 9 . � . 1 7 vl� I ! I I . (required for satellite fixtures) . . 1. ; , . I . . I :,�, . ,activated when target zone is absent of motion activity for - 2 minutes and ramps down .. - . � �' -.1 � 1. fighting with a long life and low maintenance requirement. Applications include overnight 1� I . . � I 1� . I L, , �6511��11 I � I � - . MWN (I 0-1 5 sec.) to low level. Sensor located on the front of Optical assorribly, Sensor optic ,SbIkt�&00 CoLtrol . : * 1 .. I �VM,,i - I I 1� (�� I r — — - I ,� � . 11 I ,,k,,,,W.�., �I, �1 . socurily lighttria for hulldiftol, ontronto 110litlog, orld Qvorborld door 11�111111g, has a detection cone of approximately 450, Examples of detection - occurs 30' out from �Iblank) - Nonn � �, : ,., , � " 't I I I - I A1,1119 4, . I I -- I .1 � I `,�'.�� .- N11, VIM T, V, V-111,11IN - 11 I ,� - �� - ,, -'M � " I I DAWSKY FRIENDLY a 30' mounting height pole. DIM - 0-10v Dinnining . .: I � , ,� �-�,AM �i � � I I I , t � . , ,4 , , I �,,, %�,,4,i, . � " �'. . kl,,?��, - : I ,� I . : , , , I ,� I.- '1i5 I * I (fronn external sigrial)' . 11 . Aw _ R �, 11 1; , �- � I ______________ .� I 51i" � P I EXPECTED LIFE � Minimurn 60,000 hours to 100,000 hours depending upon the ambient BILS - Bi-lovel Switching �, ", I 5"�k ,41- . '. - -1 ... � " IMIN .- - r — I li, I 11 I . __ 1111 I �A On; R, I M -14 -, I T (from external 120-277V signal)' i : r , y I . ,kfg:)� Cfsu�41 LM) tkhfi,q1 temperature of the installation location. See LSI web site for specific guidance. � , �J,,' " e- . I . ' � 0 -,�,J.J � I T, �imor AM 1" Mr RU)" T , .� . �, �0. q I 11, ,)r , t� �_�, � I "'W , ,,, , ''jT. 'I, ''1-15, � �1 L I 1. , , '. 111�t , . —1—h— — � .�� . -- ,., , � tigif, 11�1 ,�T � ,� '11 � � , W1 m M - #1 - 1J_______L._,_,J__ J_ _—LA-1-Ift 11�4)1__�i_�,_ .� . 1�. , ... ,�f V.4 " _ �, �,� " L I . I ,�� .1, ."., : e . � I , — __ I I __ , I I 1- r4 LEDS - Select high -brightness LEDs in Cool White (50001K norninal) or Neutral White . - ,�. , ,�. - W" �-111,� �11 I 1, : I . - � 1 �i; - 1;,.. ,��r 1.� -qt,, _., �,�4'.� i�'.t,�', pi� q , . I . UMINAIRE --- . :.1 "I � '1� � L EPA CHA�T - iAMU ACCESSORY ORDERING INFORMATION (Accessories are field iristalled) g, , I ;: �� "'i , , , . r L , '"' 'I lighting if actse (4000'K nominal) color temperature, 70 CRI (nominal). - I ---------- �i , , 'T, IF. �, �-� � x9 '11M.. ---1 i - The Blazer 45 wait wall pack is a more efficient alternative to metal halide, high pressure .2 . ,,,ofq*u,S.u0E 'M Single 1.4 oesulption Order Number Description Order Number ti _11 .. � . ,Z) . __1 �_______ .� . - , % � 1�, , 1. . t . :� r__ ,,� . wwww"000 DISTRIBUTION/PERFORMANCE - Types 3, FT and 5. Exceptional uniforinibl creates W -a 0190, 2.8 J 3 . .1 . (-I ;, . , " ,;,;, K -XQ-_L(&-_QL q�"14onsloft I , - . I 110 N�,,,;�. - � I , _L IL "I .... !ill .... i ! �� i�� q) .1 , - � " ___AB1L1._____ %2_1 MLL 9 - -.9-�K.ZQ�,.2iQ--QQ�LILILFqL,(iuL2Q�L�4ivj---..--.,----Q-FKZQI,;�iLI - . .. I . sodium, and fluorescent wall packs. This LED wall pack is perfect foe hard to (each areas that , ,.0 . � 1, : - , ,?`M'wl��;� i"','� , ", . I 11, � _� 1011t 66titiui (Lunrrienls)"�;�� `,"!?,"",F��;!;,�i,�; 1400, i bright environment at lower light levels. Improved backlight cutoff minimizes light ------ 8K1q7KO_WkA_'-CLR wall Mounting Bra�kpt_. 38?1�ZCLR. -K480 Double Fulog (460V OFK4,801 �'. ; .� � � i . I , C) . � 1! ,ii_v�,';�;,,,�',3 . - - I- 1. I .- ..-. . ., ____ ...... _ __ _.N.--- . .. _ _.),.___.__.___-_._._._._. . ...... � . ,,__._... . . I '� �'. � �ii � 11 I I I I . ,,4 aN r- " 1 , , I q'A Ogg. 2.4 . 1 �� D I , . ;_;!!�- �� :�',.)",�,,',,t?-,,��".,:,�,��,i�,��'t'�-,��',".�;I . .3a 1� , ,,,1'-,1_', . . �. I ""..""F�l 14"k, ---__-1__ - - I 1 require clean lighting. I �`, Zts --, '' ,,,4 . I , --Ii, "',�!;� ,, ` ---- --- - La,q-flo�uspIL(�Q-5i,LtLQ�LE'li�LoL)N).----�----AZ4��LQKLKII.- -EK',-3,!L�!Ll,u(Q-ELis-ij.lg.(�L/I�l�-.--,--�--. ___.____,_______R3AL1__- . r M ('� ew , :�::- " '11, .� ',,C-,',1,�,i,��, � �,O;M,,',�N,,, � ,,��f,i . �5 : q) 1-1 , , s�,jl trespass. _ _____ XAMU I ,� I - " _I . I � I .. I I CIO 'I , �V'att,(F.'ffi, 11 ,,� .To T90- 4.0 .X,IBPLBqt!ti(i�q[qPlatQ.�fOL4'Pq�o�--,-,.� ....... ___ 8?9967CLR ROSB120-_A-��Ueiilote.Boxwl,tli,i26vOf,,cup�c�qy.loe[iGoI C I , , .'� , �, �',`,�� - ------- -- 1----- . ..... .... - - - _. .1 �, -_-.1 -.--. - .... I _.1_._.____._.. �,.__ - lz:� cl i Uw,riom er' 0ac;Y)r ""' �"".�,��,.�,,�,�3"�,,�,i-�",��,.i6�",��"�'I ",�'," HOUSING - One-piece, die -formed alurnInum, weather -tight housing contains factory r- 00 1 I , P I � , ,�, � �,'��4,i � ,r !, --4. 5R Re i 1�_ . _. , , , ." � � " "' .'�' , , - V& R - 'i � . �, . I.` � _X1 .P-P--,u-t-d.EQ-1t�l,i!t(QLKFqL�q-----.----��-----ALgqO��LL,, ROS8277 eniale Boxwnh 277V Occupancy Sensor C/F1 . . I I , , ,,� �� "' .p , 1� 1� I I . � I � � I - ql ", �" oe* TN120' 4.0 1 . .� it) 6 I .- - prewired driver and field connections. Extruded one-piece EPDM gasketed wiring access ___.__�__ Fa , ;,,,.,, � . " ,I . ,,j,j --Mt&Eho�tjxdljDf-UH-AtIlLEmztiwt(IZOY�-------IWQBL- -R$at-u--Il�L�ual�JL&mQt�-�an�IIJL109-ximla)-EhQ=�L / � , U � .',"��;`,�i� �,"�,��,,�� ,. � _ III, _,T�111�1_17 147 . �1� " ,L; - , . ,�1115 ! w " . �� , I � , I Nto"!6r A"'Lir�acy: i� " I 11 . .. ...... �,,�',�,,i�,r�,'�ii!,',,.Ii.,,�., A"! 0. 4.7 PC208-277 Photorell foi use with KA RPSB208-277 - Wet Location Rennote Box with 208-277V Blazer 45W LED Wall Pack I I I � ,1> , , i , ... . , , T , 4 1, ,:; ....... �, � - " In , T) 01 1. ,�:,:` V'�"" _ .1 -less thumbscrew fastener. W% .qILQ9�(�Qliv�IPV nV), 1225151 , , 11 d� - I I " IV _0 '0 - -, � - � - " "F�,T,;O,t'SM .,;" "'o, " i" . I I I I , - � � �,, � � 'i ...... . f1i1`1.1*1i:t,;,i , ____'____._________ _ _ ___ ___ ,.--.----,.,-.-----�.�--,�..�,.-.,--��--.-�-,��----.-.----�-----.--,�,�--- - I MMWra7ft=1RM,MW=Wffi M.-MI'S911. .15 , .. "'.1 6-,&., , isfut. I wild6,olif 11,�ldx (r"rb) ,' ,; , A ,,6J21,41 door (with safety lanyard) located underneath and utilizes tool * ug - �___ __ � , . _&&�AMMM_WAM1WW- A It- �- ,,,, "l , I " i", t,,��,_'. 1111-�, I � , �� 11 , � � � � ' ,L , - , � . _..." 4 1 1 I I I I 0 1 CQ 'I , .� -LIZ, Ellot�&qUIQLgsALvilh, P-clppLiLn�247�))------.I�g,-5'L�-,� -E�LoLn4-lLilQLool-L.------,,.-..---,-------..---�/FI ___ _ , , 1 _2� 1 1� - I I 1111� i 14�;; 4, . ,� Note: House stop, SNOW edds to fixture I - , ,.,, I *, , , I,, - , 0 0 -i 606io " , , , ,.:. _ " OPTICAL UNIT - Clear terripared flat glags lens sealed to aluminum OptICS housing creates 10- $0 I'llutood I fort jig w 11 Pon optlef!1�40y)� 2�4.tap! ,.i?q � 1,20y . Sensor. 5 W =1_111 ty M I� - I I I I ,� � - I I EPA. Consult Factory. . . - __ � ...... _ __Jtt -,_ _PM f1plo MqufAftupaqcy_ , 1. _.._.,., ....... __.....____ Idsildilotloo fteon The I)lazor 45 wait wall pack uses 20 High Power LumlLED Rebel LEDs, It is constructed 1. 4 U (r, �, - ' ' . 11 I � � , : ,,.,,,,, 11 - — FK --- - , * , , , _ --- PMOS206i240 � 20814 240'V'Polo-Mount Occ pency Sensor C/P -t 2 -it �. ,� an IP67 rated, seated optical Unit (includes pressure -stabilizing breather), Optical unit is ---iR��11!2�L'��gni(�L20ML--.�-------�IK'-20"-.- �__.____.______ . Wall mounted, . five years against defects in manufacluring, *W C�3 00 ; . Ai , .. I A , -1 I 4) - �; , , I � I FK217 Single F�Lllg (2/7V) FK2771 � . PMOS277 - 271V Pole-Mountorcupaocy sensor 516029CLR9 m P, �, "I - :; recessed into housing cavity and sealed to the housing with 0XtrUded one-piece EPDM — Before Installation, please consull . from die cast aluminum with a durable brown powder coat finish, The Blazer 45 watt �11 & �,''L'� I Listin �, ��, � i:.,�`,� � ,� . �,;",.'� 9 I In " gasket Optical unit lanyard serves dual purposes of safety and provides positive ground FOOTNOTM your local ordinances and building UVcU Listed - Suitable for wet locations . wall pack also fotures an impact resistant non -yellowing glass lens for maximum light U C) � !�::"O� � � ,1 , - �tt, � � �,`V,10 �1,100, " I- IMS, DIM and BLS cannot be ordered together U - Factory Installed PCR option rentubed. L ,r) , . . � , I i� , , �, . .� 1i . I , 1_� - . between unitand housing. � I � � , I , 1.�:, .� ,�� 11 codes for compliance, . I 4) 1 4 , worlp�"P� 1MIMIRM # � , 2 � Do not �pocify forsatellite unho. 7 - fusing must be loc.Nod in IN hmid hole of pole, M r, I , 14" NEZZM_ � �1 I I � I � I output over the Illo of the lumitiviro. It is I" tall by 14" wido nod 9" doop, it has an f,n, ._"�l �,,VOOK ,, i i�.A(XJCK , 1. . .. , ". � , '4au, 111.1 �, . � ��&',� ��_ �� I— MOUNTING - Tapered rear design allows fixtures to be mounted In a quad pattern without a- Not compatible vilth Virtinot wlreln� 5�sbprn5, DINI or BILS. 8 - Includus VCK rG be usou in conuunction vviin vcNi option in wuro. consult factoly. ��', 'OK, " ��f �1- i!. 1I;'i.,, �, I ,,� .1 I _; I . . - I I - 'i'j._�� r .", . P; 11 � , , I ", ',iz i',� the need for extension, arms. Use with 3" reduced drilling pattern oil round and square 4- finotociill must be orfitiredseparelely. See Accessories, E, - To be u8sd in conjunction wid) any of the VCNI cOntiol modulosand FS sensor opilou In tixture. Consult f1clety, IP65 weather fatiflq� I �� _ , � il �,.� .- I �, t". , lf� Al',�i', ;�- . 5 - House Side Shield adds to fixture EPA, Consult factory. I _� ,� " 11 � . r . I s, - , 11;1wa � rra rity", , .. lk,� 11 1�. � : ,,,�, �,� �, I I . � � �i -1; �"' ' r: - poles, A round pole plate (X4RPP, X5RPP) is required for mounting to round poles. Wall I I cm �' �, . - ,- � !_'� . �, 11.1�,�, 1, . . � "", " . � �, I � , I ? I i ;1. , �1% � , 1! .. � .�� - � m mount available by ordering wall mounting bracket (BKS-XBO-WM-*-CLR). See Ac � DIMENSIONS (shown with VCMNCMES option) i" . I I I I I � , ,�. I ,,,�.,',, � o @ ,'� . , , . ., - ;, � i � 1� : �11� cessory , , . I , - -) .�� . . . . . . ! 11 :, � . � .",i! � . I ,, ., 11 I gqpv�f vr, - , I ,V,�" AV le'llitt, I'Vq1t 1AIM) k-o"A41111110,1110 4�" iivtiij;i,� f,i NBNA IAW(J4nIJ, Ordering Information chail for all brackots, .1 I � 'I � " _4?, , 1, , I " "`� ", L - "I '1, "I'll - 11 "I'V.,11"E, U11�1'1"R ��. � - �" -_ . , 11.1 " .1 Fil 0 9 __ I - , - . . . . . . . . � ..... ; I -I � f I- ��47,- , t- , �� ". �� " '".0 . " - .0, , A. 64 � ,. I , .4 . ,',"", . R" A�ij�"Jl Path.[ kvijv, F1i,,*,,,,1 vd Vhcil ...... �,`,i. 1q,f,;q "I'�,,,!d-NNa JJqbRoy. I � W . I �, 2 �� ..... , -, r,y.�,,�. 4, , 0 (�l "C' I ,�, . , I "'i " I . . r � us'D,,pwh,it.f e, &Qy tuor.),,aWlit, p,,,0mI NAhtile, ij!"I IftAta. ELECTRICAL - A terminal block for attachment of Incoming primary wiring IS Supplied. __,____________ I �. ,,� �'�ct� ........ 4,, " C:1 , ,144�_:"� "I'll ..... ..... The driver is UL listed, has a power factor of 0.97, and an input voltage of 120-277 VAC . r� V `�, C5 _- 1"";", - ,Xz,�==41 -, - = ,=> - �_ � ie_,�'�;= - - , `- 7--_ ------ ,�,,�;_ -4 (") , . ,<� - , __ " ,loo w,.vw.liglitingftit.to.corii/produQt-I Two-stage surge protection (including separate surge protection built into electronic ,,---, I I ,M�j_=_, 10 tLo , C ., foil dotalli. . , , . -r,r,--- I I- 7 I '1� I . . . . . . . 1.11 �,, "I - I fg1f[�i!,_f;1 ;�,.6�,�,�11.�ie. ,�-��- driver) rfleetS IEEE C62.4 i,2-2002, Location Category C. Available with universal voltage 1�1 -�', 6.313. 18-5116" 1 . , I . I? �11 1. �7, -1111, - ,; Front View (50/60 Hz). The Luminalre is rated at 45 watts, 2500 lumens, with a THD of less than 10%. Ll . 0� 8 C ,) 'A" fi��,� il ,uo; 0 � F, 4', " ., ,.I�-,�Al� - c' -I - - (4 , 1�1 , .- V ,I) 7-480 VAG. Optional twistlock ,� 61 mm) 65 raw) ,1N1`tJ.t,i2, -,,,,�` , R,u1*N: Nkn'b" 1,r;GN-Qm.w7,6 of 1 1!2 ','�"N', K .1, i�,'., I I W Ell 00 __ power supply 120-277VAC (50/6OHz input), and 34 , I 11 11-11".1el., M 4�_ 0 %Z'� M1A,;iN,,11bk, X.1AU VT i.tyj I'M %illc'" %JE it__ I ; -t jl,J;;,.f"i�'� j,�14. Electrical protections inducle OVP, OQ SC?, and OR ,I> I'D I 1_ ___ � 0 * ? D - - , - --n.-, e 1111.k�'. - � 11 M. lz� t rywr o,,v,,,i,,, ite.,�.,,ty,,,,y,,,i,,,,, photocell receptacle is available, Photocell must be ordered separately. I I M, : lflfl_i:','�,a�., "" I ` 1� - 11 � , .4, , , Y,-, 11 - .71161, � ... -1 _��_��!,�F��! ,?� .��$ I ,i.> ZZ -- I I 11 f I ! I `4r,".'� ,."_'Vk,1' � 11, , 0-0 _.._____________ 35 ___ __ ,__,_,______, i - . ,!,. �.1 � P I . �� .;�. �,,: ; M* . H .. I I F� _�/-_-,_v (goo Olin) ,,, � , I I Q . , DRIVER - Available in SS (Super Saver) and HO (High Output) drive Currents (Drive (39 MM) e_— � , I I Jt_�_______-__J , . I :: 11 t It! f 1 101 � I � .9 ,�711 (_ I',, !", � , , , , . L_ 11 ----=- =-__=:_U 1_1 )R,1�1 ow - r�l t I S,A, � -1 � I I P-1 I _ - _ � . currents are factory prograrnmed), Components are fully encased in potting material for Front View Side View I I I- I I., �R,'�Tffl,'Vwjrgn ,� 6 Bottom View � � , 1, - , - - - IP65 moisture resistance, Driver corripiles with IEG and FCC standards. Driver and key III[ 'm ml LIGHT OUTPUT , XAMU -1- "I i��._ �� (A __ I " IV �FIIIA �IPP-�4��&li&iliIF4,11.gilkvg�jr�pI ��1211 '?JW"0_%0%'i%_04§9l W-00WID "W �� ?2 0 of Lmmans, (Nominal) Wait's I "I r , LEOS Ty a 3 f 06 (nominoto electronic components oanlomliy be occessed� ha 1�1_1 _ _X 'I- . _-E— . tF�__I__yp_1_._ _____ � I I LED Life: 50,000 hrs , -6a SS 128 11500 14100 1 12100 139 OPERATING TEMPERATURE - -401C to +50113 (-401F to +1 229. � W, -1 ,3 Z _6Z_ - I - ai - IF T -Q-8 -71 'J. _F79:_00__T, 148-00 - 176 1 � � � I I I � CCT.- White 55001 (Other color temperatures available upon request) _. - _ - ____ I— - 0 '� !400 1 1"3200 9 1-1 NISH -Fixtures are finished with LSI's DuraGrip polyester powder coat finishing process, , � � I A� SS 1 128 I', =__ _L 11200 13 - � 0 i'dool 15800 176 The DuraGrip finish withstands extreme weather changes without cracking or peeling � XAMU HSS - House Side Shield Miq. , � �?,�'44, CRI. 71 1 . " &,t� - � , ` �', 7� . ,,&�, - _T�3 —flo-1-1121' _=.. I ,-P,��,R;P-, - � h n. WARRANTY - LS1 LED fixtures carry a lifnited 5 -year warmvty. . I Total Lumert Output-. 2481 0.79-09 Test Frocedure) C � � ... I I - - This product, or selecton(l versions at this product, meet the standards PHOTOMETRICS - Application layouts are available upon request. Contact LSI Applications I I I . . I . Lunions Per Watt: 59 � - . � I I i . i .6 ,_., listed below, Please consilit to0ory lot your spedlit; requireme"t& Group at liglitiiig.app�(glsi-iridLiStriPS.COM I � 51, . I 0 Ci I I r , I Operating Temperature: -20'F - 140"F V] �0 C;i Auiiofciti� hutovAnon i ! (127 min) , . Q cli (D ' % " SHIPPING WEIGHT (in carton) - 39 lbs. /111 Kg , I Ili Q -, -----------I .1, _� . I _:i C�4 "4' --- I 'i.. "i � I "o 1�1 —W -x- R(y)'HS Ffe, e( ( 0 r,�if",i,� LISTING - ETL listed to U.S. and International safety standards. Suitable for wet locations, L 1?,34- —i , I . == Umli'Llma wet location (324 min) , ".. � ., C? C'I Aulatirmn AIdds i'll I 0 110 ^ al-l'Aw JiUU V Iq VW ID I _', f? ARRA I)r IP65 I I I . `�l r1i in �10 . � -t �,�ln,iy)k - (-� futtirm; cm,%5ml , ,4 IP61 M �n I I 1- � Iii,xtunis cuwJ.qyvAQi ANGI C13ri.31,10JO Ameiit;ao National Siaud,�ud for Ruarl'itray I � � �_�, "00 Ughling Lquipowill - I.Uloblaki V&rzfloo A', loq1tilomelits. I - I� . . . . � V,4 gkgm . 1,'I�. ,.; 4r�. 1r, 9 " V If It- , . I � . . . "7x_ m I .-----,-------- -1 - - 11 . ___ , , I � -1-11-11 11 - , - - .. TQ, Inc� I '� !", 0 21's , . �,�,,p - '' , ki 0% "t, �. � . I . �a"i1111': . ,;., -i '0 0-00/14 01/30/14 � 01 0 "' " I - �.`,,'., i?; 7 Project Wind --,----------,—.----J Fixture Type ____J Oc. 2014 . . Project Name ----,---..--------. . Fixture Type ____________J 325 (arnpus Dr. I Aurora, Ohio 44202 1 P: 800-324-1496 1 kpi.com . . __ 2M fl) /,�;<1__)hr1dustr1e!; Aillndwitrles, @ 2014 vap, imsof 2012/4C659 . . . - AM010A MQUO a,.to�jored,,i,,t,)gy Catalog #__ - ----- -----,----- — --------- �----,-----,-�--�---�--�------,- I LSI INDUSTRIES INC. A,tit�iunti�ioviCiosll)rK4,�)T�d)n�4(�y catalog #__--_______,__�,,_�__________,___�-------.-------.-,—�—,---j LSI INDUSTRIES INC. � . " � . . . — __ .11 I � I I I - I- . - . I I . - . . I .. . I . . � . 11 I : . I .. . i - � . . I I - __ __ - I _. __ " - _, . I . I I . � I — __ _. ___._ I— - . . . - -1 I I . I .________�_�_, I I I " 1. .11 � I � � -1 - — . . . . � . I . . � . . I . .� . I ij� I I . . � . . I ! . . � I I . � I . i I . I . I . I � . � I. I . ggT mr .. mir 14AMRIV � , " ,� , M � . , � ", ! " � - �, i " ��lv,;&g?,mm,m,gl -IF :�-' . -MrM0$iR��j ��`I'A41`X�0','Q �1`9��'�rA�.' — i ivkp , , ,,,� ", m � % s , 1, " , ;, , & r 't , 't""t '', ,* gly , 1�47 i 0 wmw M_ $. g4 . . . M ig 11 f r . , ', � , " , i ,; - i " a� � " "t� I I, . '(f .� M 611 � ,53 ; . I I-- I. - -11 . I I ib 11� . � . � .. � I . I I I , 11 i I - I , I ,�� I . ".." 11. - - - - - - - I .11, 11 I .11, I I I I I . I I � I i -1. I I—. I . - �. -, - I I I I I r� . I . I I . I I . - zer 4 " W 1. ED Wall Park I . 1. . I Atlas JOW Surface Mount LED Lumfilalre � ANUS .)Uvv sudwe Mount LED LU11711101're I I . 1. 8/6 J . I . � Gata(aq Number f? , ��, 5 , ,,� .- !'VE � �,, � . I '" . - I I , " - I - I . . . . I .1 TCPATLASGS30H I . . "I , "O. - 11 LIM'"' �_ , 10" � . 11 ; , I .- i � I � I . 11,01.11215PP1=111, =01,41 1. 4 t , �__ I.- �_ I �1_ I , . , ," i _11 I I. - _ Notes ype � I I . I . ,. , 1. I , I- . � I 11 I - , ____ �___ I I .1, . . - - 13.25, — P -4- 13,25, — ]PI . /11__�, E I . . -_ , � F . I . I .. 11 . I I I I . I I .� 111.01 __.. , �. . I I I . I � - - - W. it- . 1.14- 1 -------------). . KP's Atlas SOW Surface Mount LED Luminalre is designed for applications that requi . . 01 '�_�, . 1,� ire I I * , �::: ", ,:!��i�:. ..:,..., .......... i. I -,, � ". 11,,�,'�," � ; I .... *i*�*�:,-,::l �t.:�.',:��:::,��:�l�::��:i:�:�:-'.�.;; I . , , " ,,I �,,& ;�,, �1, i . , � , , I I �i�ii;�;!.,�ii��i�ii�i�i�i��iii�i�iii� j:�:�:�:j:��j:j:�:�:i:i!i:�:i!�j:�:� , , - .�I�:j: . I . I I � I AIWO��J, �,,�4,1,�",!'�,'�,",�,�,"�,�,'�,!',,I�,�,�,:,!,;�,!,�,'r,?-;,;� . I I I . .. .1 I . I � , X4114 a surface mounted fixture with a long life and low maintenance requirement3his � ��ii�i�i��:��i�l��iiiii�",..� ��:j:j:j:�:�:j:�:�:��.:".:i::� I 1 .. - , - 1.111-1 ,� 1111, ,,'�,`��X,t �1,441'"il'b� - , I I I . - Al I -M6 "';, I I I I . I . . . I— A � �0� . ,,%e,,I,.,',�j,�"',',��-"'�-'� 'i `.'�;.,`1," *-, ", 2 i�i:::�:�:�:::��j:�:;:�:j:�:,:j:�:�:� ) . � ,K-- , sj,fi�`�i�'�66`1i i*iiiiii�i�ii:ii��i�:�i��iii�ii�:�:: !�:,.�i:i;i:;;!:i:i:�:�:j:i�j:�:�:�:j: 0 � I 11111TIAO ,,, F, � " 1 �z.,-,�-,.:"",,.,�ll,""7�.�- �,��,,',",',,'4,'�,A-��',,�,,�"',��"",.,,�",,!,;.-�l',, , 11 Includes gas station canopies, parking garages, stairwells, walk-in coolers, and ��li��;�:�:�!il��it�,��i�ili�'.1i� --�,, i',A,f1;t-',' s`!Y!"' , , ,ii�,�!�,�';�,'4",��, . I � !;�;�;j$',;j;!�!;� � I . ,,, " . , , " . A I - , ,, -�Z - ", " "" j". I 1!4 - - � ki� � A 4�), t�,�i?"14��$,:'�)"��,,��;�,�,, �",4&,0"w'' I , � f i?,'ii!�iiiiii�l!',jiiii,;��,iiiiii!i!! ::!�:W�;:;:i:�, li:,!;�,%: . � 0, '-,,,0F",VJ I .. I.. 0 )!i � I - -, -, -,.�:,�,.,��l,'��,t��i-"'�l,,'�,'?�'��',,�;'- . � . � � "; " . ,�.r�,,11, r �;, ;;::;:;1 I . I .-I I � - 'L �,;:; ., � , . , � I . . , 1 2,,o.;,`r$4 '?�, ..- " �?"� 1. , I other similar appli(allons. � . nt"o "''�i,.iii�i��i�i�ii�i�iii�iii�i�i�: :i�i;i�i��i:�i��;�i��....,,....�::!� I .11 I � I '�__,", � e "' D1�11 , illi I 11 , �*i � ...... _:.;1;.;1:1:1 -:j:�:�; . ) I ,.V" . '�, , . .1, . I � . ��,' :;`.. I ,��,�� I ii�i�iii�:�iii�ii�ii�i�:::;;!:::!::;� j:., �i��ii�i!��ii��ii�iii� I I 1. .. " ��, � , � ,11 I - - - ::-_ I 1, . ."�, �� , �, I I I -, Q- (05, 0; ( 05 (0 (05 G, 0 (K-5) 00, 1015' �0 :i:�:�:',!�:�:'-:�:�:�:�;i:�:�:�:�:',:�� i,::,i��:i�:�:�:�:',,j:��j;�:j:�:�:j:j ce . I . . "I , I., � - ��, . , � � . � 1. . �,, �f� . I@ (0) _ ........... _ . . '1� I : I I .1 � I 1�. 1. I , I 11, ..,J ; A . ii��i��i:i��i�j��i�i��:�:��i�i�:: ii�i��'-��i�i�i:��: �!`:;::::", �� .. I ,� I I I . . -,�, " �,0 �� 1, 6 0. 0@ (9) (9 ........�. I . �� ,�r, 61 . _� ; ,11 . _+___ . I ,;, �.. ;i,,J��!J,� 4 � ,, , " � ...... __11 . I I I I I � � . �� i�:�i�iii�iiiii!�ii�i,."ii�ii:�:�ii�iI ,-.-,.-.,.�iiiii�i�i:��i�ii�ii��-.,i�� -+--- 1 7 --- — I I v , I t, , 1, � 0 " - I "" I 17 " , ',a ,4i, 1 OR) �iii�:i�i��i�i��:i�i�iii:i��ii��i�i� 0 i:�ii:��ii��iii��i�:�i:��ii;��i . - - : 0 I �, , - , , yo Q , -, , f� "I 4 - , 'A 'i .'1',:�;;;:;:i2 _� . I ; . " -1. . �, 1AJ +, 001= VAR, WX1'7,WM0WMWMW-4M,VW�=2 M,wx = �_ � (0D (0) I 0 ; "T I �� 1-11, ,,V- 11�,Ii: I ,r 1'� i:�;i�: ii;iii:ii�;iii:::I�ii��iii:�;;��i;�� i�i�ij�jijiji!iji I - 7.01 It - I . � . ,r4 - - ,Vc,;", - . ;:�. . , � miii'V5 0. -�, ", _,,--`,,,�,�6,�,V - �,rtii �Ir, .::., ,`��j�j�: g ---,F— :::!:::::::::�::::::::�::�;�:j:j:�::.,: � r- 6 , " , ii , . -� �:i*�*i*�*i � 1� I It A , ytp, I " - . 1, ��, 1- I 11 1- -.1 ... I-. � �,� ..��;i. .i�� :� I 1� t� : ."fr;,<�If..,� � � :1. - T , I , I I .1114. "i ,,,,-�, " � R � This LED luminuire was designed for oplimurn performance and is a more efficient olternallyce i'.,'.i,_'." , '. �',:::, I I � � 4-4, 49F�Rfl. .. , a I i , :-:, ".: :��iii��i�ii��iii��iiii�ii�i:�ii:i�i i _�',!�z.JJl� -, "::::�*.!.:::::;!:"",i:i,:,:::: I ' ,.", i_ " .:. - ,.,:. - -r-,.---, ,1111,'R�,� ... � I , � Y� �..", ,�4_�,'��;�_. :";,�, �y � ,, �-` :'�"`i*'..*�*: -1 I : " � ,�, . , ", ::: .. . ..:�: - , I I : -11 � to Incandescent, metal halide and linear lamps. The Atlas SOW Surface Mount ILED Lumindire Is :_ � ------- X':.:, .:� _ - - I I J; ��,�� , . I . I . � I * I .., �*i*:*,..*�� I I ILt 0 0* .1-- , I . I .1 , , . I '' "� a �. I . ,/1 easy to Install and has a IonU life, making it perfect for hard to teach areas. : , �i:;:�:�,�7�i�,��,�i��:i:��:�'.�:��',: T � .. I I � � . � . I . I I 1. , .1 I I I I I . . I I I . I I . � h � V e � �' - "N '_-" M-OkMT �, ffi ---- k � i �, i " 9 - 2,E �, 144 - iii - -- . � — . � � I I . � I p - �:q _,_ , �� , '71 - I �� I ,,� - _i, - I - -7 . I . N� t�__ � ,I � I --I-- - - . - I � �3 - = . I - . I I . . � I � � I . .. .. 1. 1-1 - Iry : , 'Mall � 1. 3� � .1 am -E- --- MOM` sm �1) � .. 11 1. . I -) "I �_ � � Atlas SOW Surface Mount LED Luntinalre ,1� . I 0 J.B. ANDERSON, — .'," KZ%,zw1L,sw,.MW.�, ,_ ,� TO-MA."'I'MMM." a 1� �. I � I . __ I 1. M=__._J - � . —_ I Installation Warranty TCP's Atlas SOW Surface Mount LED Luminalre uses 30 High-Powor LumiLED Rebel LEDs. . -+—. �,01 . -). Ceiling or wall surface mounted. Five years against defoo5 In manufficitiring, It is constructed from heavy gauge sheet aluminum, which is powder coated in a durable . , I . - V11111 I "Ill -� ....... ,,", �". " " rr .. 1'111'0�1 — —_ .. - I � '"I"' I . , I , � 11 I . Before histallriiion, Ple0sr' consult Listing � � MIN','. � I . PROFESSIOINA1, &NGINUR I -_____-1-_______- - your local ordinances and building Driver is UL listed K Wet Location pending) while finish. It is 1125" long, 10.75' wide, 3" deep and weighs 9.7 pounds. It has on . I .. ��___,__ ------ ---- - I I DELAWARE! LICENS17 No. PC 154�18 . I __ I codes for compliance. t .'o i Candela Distribution . I I ,� - T I 1-1,", - Candela Distribution . PENNSYLVANIA LICENSENo.P13055531 , I I I IP65 weather rating. . I I I \� , A�l I :� 1\ - _ vl� L . � MARYLAND LICENSE, Nu.29313 � ,� � I I , -, )�` , "�', T- ' ' NEW,1 KSU LICV,N5L1No.GVA5204 . � "AL -1 / 11, 'N \, ,,, I .- � , _, � __ I 1]11 . IZM� _-1/ . -42\ ", " I -, _ - / I Effective Floor Cavity Raflattanco 0.20 . \ " ,� .. - , ,\ Ciffocilycl Floor Cavity Rofloittmi(o Q,20 . VIRGIMA LICIn SE No, M2 045725 I �,, � � � , I .. 11 / ��,X,\ , ; I I . "I %�,,�� "." )I " ,;.-.",/ , .. RC 80 70 50 30 10 0 < / . , - . "A RC 1 80 70 50 30 10 0 .- I I I .., I " I I N \1 � I ", / /\, "", I . 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" 4� I "I I .11 I - �_�...';,ii_ _,...'_.'�,,,, ,, ., -,� . ^�'- . , ,., . ,.", . 4 �,� � : i 1 e ". ��,',,,;, ,,.,,,�,,�.,, " 1�1;!1'1'11�1��,` � �. ,`.�,, �� ,�5,-,�:�ii""`," �'. , I . ,� , ,, .4, ?, il,�'.. , . Y10A�1,A11.;.. I f 11% 0 '. - li,�_'-.�� i - , , . . w . . �. � ;,��; i:',�% -_ . I , I . . * I I '. " ", 4 is�-,,.',,�'�.,,��:,��,,.��.-,'-,� 9/6 Flxt,�',`� � . 141. . _? ,'�"'!,". .'� 4�1.;.,�,,�,"�� CRI: 71 ,� `,,�`,, -,' ' .r "" , , Luminance Data in Candela/ Photometrid Report %.J i) , � , 2 ! 'i, , "''. � ,�',.-,',�,,��":�,��."",Lum6r ,. ".0 �:jl'l 11 . � � " 14 , 1`��"`,� - , , �'A, I i',�,�,',".�, "i PtiotometrIc Report `�:�,��,,�.-,",'!?:, I . ,,, , � ,266 i�`,�""",2" ,",O',�.��i�,,�i', L, urnens ,,,:4,': !,`:' -%�flxf,','�,',' Luminance Data In CancAela/ 0 rl 0 t�; �,,�;,,�,�. ,� i�,�w�", �::,� i;.,. '_ � : - I ' , " I ,,_11'��Ij,� , ", _�,�`-", 1 �,,��, � . 1. . -1 ,. . ..rF,1'';;,,,L��.,!,. '' � ,.. '1�": . ". . ,,, .. 0 I 1, ,,, . �1'z �, I ,,'i, �.'..�,��,:,��jt, I " I � � 1-3 ( ,I I , � � . , ", ,, - 1 _i�,___ - - . . ' � . Square Meter Total Input Watts (12OV) 42.0 " ,7, ;, , . ") Side Viow I .� I Square Motor Total Input Watts (1 2OV) 60.0 ",. 111,:,:." r r I ,1� . =L. � , , , ,� , �, , , - '' ; - , `1, N."', , ,, .,,�,,-��.�i��:��',,,,�"";r.��,,.;.i�, , '-�-,__ , �,:�;,tl, �,�.- .:�', �,�:,;,. ' ", .- 1.� , � , I I .1� , � , ��"O-80",,��,.�,,,��;:4��,�,�,,�,�,:.�i- �,'�'�;."��:,�.,r)la�,�,�",,,�;��.;��,,j ,'I'_", ,I I - 68�'32",��,'��,;',,�.,'L-i':�,.�L�'�'��,'�,,.-�.�'.'�, -1 R COO ,'�;, 'r��;,� 1. ,;I , . , ": "I , `��_'. , �,',i%�',.',',�?"*,,1,-; Total Lament Output; 3386 (IESNA LM -63-02 Test Procedure) . 5 ��,�: i�: :0 30 -"' i�`:�� :11 6J 0 �',,,,,�i wl� , " , . ., , - ��, �11�V,P�"', , � � . i " - � _ , ; - ,iA . , , z ,,,,,i,,,r,,, , ,z ,0", i�, "',��',"�',�',',",,,��.�,,,,,,,',,,,,r,-',',,,,,,,I�- Angle 0.0 46,0 0010 . ,�: ,, ,� ,0,'��,,'�:,14 . I I - , -1 I �,�,'A;�,��, ',';�,,�� i-, '10 1��,�,r,�_ 0 9 14 , ,��,N;.,:�', .?�; "', '-�. Lunilrialro Uffianoy Rcitina (1.8,n) , I - , � , ,;y � 60�1 ; I , - , , Z I I : , . �, ,. I , Ii.. 411:1 "An, , j r . ,,,�. li,� �,�, . WmIricalre Effloaoy RatIrig (LEF,t) 01YO ,w . I., I ."t�,:Ijr,',�','��, f3ti,�"",�`,i�;;', 1�,, I 7(�',,",�i,""��I'll'�,,,,�..�,, !, ., � . , ", ,� 1� "I �� "� �Irv,qv'�, , ,�""�,,o�40"",.,��,,��',.,�,��,,,,',��,,,�,�,�,�-,,,.��,,,,,,,�,..�.�-iIO21,"��K""�'A' '' ' - 3 Q " q , �`,2, Angle 010 45.0 0010 .1 I 1�1,u11,,1,i1,V1. , � oyt,�,.'),�, ;". i�,+ " � � � . -_,11�1 �,!��,�_ 1, . 1.11�1 1111I�'� 6:19, ik . .i�i I 1:! '. f1_,ie_'1,iz; ll��.""t;M�..jl,,;,,: .i " �, Spacing Criterion (0-1 80) 1.32 . . � �- m,A, i, � I ii,u 'I', i " :��. I Spacing Criterion (0-180) 3.20 0 60 " ,r , �. ,-��;!.!; , t�' ,��',,�n,-., 1:.,y�; "', . - .��',i ,,��,�,��,,,��.'.�:�.-'.';,',,,I 077,33�,.�,��,,,',,',,,'��L,,� , .11 '. % � 4�,_ . I " ` Z` , , , '4' 91 5��`k��it� 450 87772 . .,,:�t,,,�,;V,,��,n:�; 3.4 .7640, 9515 8388 ,L,_-,,', �, � , 1---0#-,'W-, Lumens Per Wall: 68 :Ab�60',�"`, ".��,", :�� -,I� or6 V �',,,,10Y,'!!, . . �,��, �' �!�:'.'�Z!�!, ." 4 0,.',,,.,�- �W_ �,ai'ii��Ai�_', 3_� �,' � " , 3 "' "' "' _' -11. 450 Spacing Criterion (90-270) 1,24 - �.",�!,",,t,,*,��-'.',,,'',-,..,,,,,r"!�,,'�",'.,,, ,, ' , 'ii"%i1,-' "' -'F" � . � _,. " - ,. `� -0�90 - "��,:�:,',.';�li�',,��",i,'f��,�,,,1643�,'14"-�""', , Q-,` 4��3 .,�,,.��, , I � � ; , '0'90'!'!Z,�� 1'-;.,�.�.J "�"i��",�"'�l'��'.-':!,"4�"-'�""�"�y'" 5�_`�'�'�061'.i��!,,�,,'.,� Spacing Criterion (90-270) 3.06 1 � 7 1 O",��i�;vl�j' I P',,4`,��!::�338Q,�, ,,�. , " " ',��'�� ,�;�";�,,�,1:11r,;!,�;k�,;,."�,,,�,�.,?"�:, ,,, �:'� � � I i P; �� . _ !,:,;.�,'I�;�?�,f�,�'�,'�,,�,,,,�",,��,i.,; 1� , " �'� "'�",'�,'�'�..'�""��",F";�i�"'.'�;�",;""L', 'k,i� .,_ . ,,4L�, . . . ., - .j. v ,�., " , ��",,�-�,;.,, � " - .;i_ ,� 0 1 1. ; 111; e. � , , . i , . li,,,�, �, .0 , �, Operating Temperature: .20"r - 1401 - 1� ,I,' �,, , ,� .."i, � " , . 15�. .1, 560 55" 7181 8694 7006 @ ,,,�,,�',',;�',,�",' �, , - . -!��,!�,'��'?�,'�l'�,�,��'�;,,��1'618,2?�,'�,q4,,,��"','i�""L",",,, rq,i,,,ii'R1"2` I , , ��', � Y, " . - - `., �11 � �� , .�''-",��"'',..,�,,,,��,,�,.,,��,',,, '; -1 -!."�-,,.�k�.��',��;�,,�,,��,�'�i�',".��;��, , �,;,-,_, �.;, � ,, �'. � ,;�,� � � ,;�,,,,� � I I I 0 � 9 Q �"�"A � ��I',. 9 1 2011'' 11; , , .1 ��., 0:��; ;�,','-, ,i, 0 �;;��',,,!A,, 0 120, �iti� :�� 1, 1. I !:Ia_� ,� . , "i�,., '. , , , '"'�,�'-,,�,�,,�,.,_,: � ...... _ 6511 18511 `,","�4"`:" 237 's" `� I . .i.. 61'r;S.,�!", . :1� � �1111 i" �� ,,__, 4,�r,.,,.,..87 656 . 7917 10097 4598 1 .�, ,A�4'i,�, . I � 11-��',�. _,�'. ':�,: � -,'� �, �O ,i�,, ", . - ,:�,'%.*,�,��-;A`; 1� 1, , ,r,. �,,,',,' _'., , ,� -, ,,,,�V,�d,.. ,0'130 -��,�:��,,,,D,��`,'�:, �51 ��,,�'.�,��-S'��:��,�'�-,-,�','�.',-�,�::,."� ! . 0:::.,�� . � t " , , � `00, i 80 t;'�'! ,5, '_� 0 "' � . " . ,�i...,,5,%1I "" Z' 9 , ?, ,� , ,,�, �,,,�r � - , . . e, , _,i�Z . ' - I'_ 75' 9280 11328 2077 `i*,,',,�,�', -71.` �',' " 25 6 �!__,�;� �_ .. 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I .. 1. . I I 11, I I I � T(P, Inc. . fril I% Inond to Itayri hoon owaide(I � � "A � � I . I j"I i , � 4 , Y<P, Ine. . . I 11 I '** 11 1� '�, ��,, i � I I . 325 Comput Or. I Aurora, Ohio 442021 R. 80024-1496 1 fcpl.com INERGY STAR" Purifier of fluiYeot 2010. , VIL2 . ENERGY STAIVs Pruffier of the Yourl . 11 325 Compus Dr. I Aurora, Ohio 442021 ?; 800-324-1496 1 lcpi.com . I - T XP, Inc. I 101 is proud to Inivo Loan It"lurdo(I AA1110'"I 9 I I . � ,6 � � am 1, a , � � I -_ - , � am, 11 (�D eJIQ1ii0W01?/(M(1 ic&f,("_oNIifI?/4?m I � 1" I . — 'i %, - 111�',`, ., Wo I wt'.11Z�J �g' L2w0il ,� �� 325 (torpor Dr. I Aurora, Ohio 442021 P: 800-324-14961 iquorn i ;1 I I 11�� " , I i 0 E III, e , U1(e,t1X1SVQ0r?/46fiT . I I Ct- . PA13TNER uFTi-iL., YEAR PARTNER OF1HIE YEAR I . . rZ 4 1 1 1 SITE LIGHTING PLAN I �t2 I I I I . . I . � . I Q . I I I I h!�� 11 tli 1 "*� it, ., 11 N ____� "I � . I � . . � I . I . I . , -_ ____ � .., I I . I I I I I I I � . . 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