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HomeMy WebLinkAboutSDP201500005 Plan - Approved 2015-03-30W imliNLA m = ="s 11. � I m Lwi cftz� li L msi P L I�JI ALBEMARLE COUNTY, VIRGINIA SHEET DESCRIPTION C -01 COVER SHEET C -02 and C -03 EXISTING CONDITIONS PLAN C -04 EROSION AND SEDIMENT CONTROL DETAILS C -05 and C -06 EROSION AND SEDIMENT CONTROL PLAN C -07 and C -08 OVERALL C -09A thru C -09F LAYOUT PLAN C-1 0.A thru C-1 OF UTILITIES PLAN C-1 1,A thru C -11 F GRADING AND DRAINAGE PLAN C -12 SIGHT DISTANCE PLAN AND PROFILE C -13E PRE 1 POST IMPERVIOUS AREA MAP C -14 APPROVALS / CONDITIONS L0.00 SITE CONTEXT L1.01 OVERALL PLANTING PLAN L2.01 PLANT SCHEDULE, CALCULATIONS AND DETAILS L3.01 OVERALL LIGHTING PLAN L4.01 LIGHTING CUT SHEETS LEGEND PROPOSED OVERLAY EXISTING PAVEMENT ASPHALT PAVEMENT CULVERT OR STORM SEWER PIPE A DRAINAGE STRUCTURE NUMBER 0 --►—�— SANITARY SEWER LINE -- ifri — WATER LINE 174..1 PROPOSED FINISHED GRADE CONTOUR ELEVATION E/P DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB F/C DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) B/C DENOTES BACK OF CURB EXISTING CODDE PAVEMENT UNIT PROPERTY LINE PM PEAK HOUR p —SAN -� SANITARY SEWER — -w— WATER LINE U. P.— POWER LINE U. T. TELEPHONE LINE U DENOTES UNDERGROUND OH DENOTES OVERHEAD GAS— GAS LINE .c...c CULVERT OR STORM SEWER PIPE —C- FIRE HYDRANT T=0.46 (X)- BENCH MARK LOCATION -- 774 - -- EXISTING CONTOUR ELEVATION ,!G U T =y C� << O E BEFORE YOU DIG CALL Ns]11N PROTECT YOURSELF, GIVE THREE: WORKING DAYS NOTICE SITE STATISTICS OWNER: GAMBIT (PRANA LAND, LLC.) DEVELOPER: DOMINION REALTY PARTNERS, LLC 101 N. 5TH STREET, SUITE B RICHMOND, VIRGINIA 23219 CONTACT: MICHAEL IM. CAMPBELL PH. 804 - 780 -3877 PROPOSED USE: APARTMENT COMPLEX TMP: 76 -54 (A, A2, A3) 76 -55 (B,D) ZONING: R -10 = 15.47 AC (,,I� q�� - OLA- R -2= 0.878 AC TOTAL AREA: 16.51 t AC APARTMENT DENSITY: 15.47 (10) =154 UNITS DENSITY S AFFORDABLE 1 USING) � Js DENS BOND ( } ---� ZZ' U 154 + (30 %) = 200 UNITS UNITS: 200 APARTMENTS 96 - 1 BEDROOM III 104 - 2 BEDROOM MAXIMUM BUILDING HEIGHT: 3 STORY c3c 48.671/ 4 STORY @ 53.34' BUILDING HEIGHT: 3 STORY = 40.86'/ 4 STORY =a 51.53' PARKING REQ'D: 96(1.5) = 144 SPACES 104 (2.0) = 208 SPACES 352 SPACES PARKING PROVIDED: 9'x18' = 272 SPACES 9'x16' a - SPACES 89 PACES (INCL. 8 HANDICAP) PROPOSED IMPERVIOUS AREA. 5.66 AC ± POND AREA: 0.90 AC t TREE SAVE AREA: 2.0 AC: ± PERCENT IMPERVIOUS = 34,3% RECREATION AREA: 32,8210 S.F TRAFFIC GENERATION: DAI LY TRIPS* ENTER: 668 (VPD) EXIT: 668 (VPD) FLOOD ZONE: SITE IS NOT WITHIN A FLOOD ZONE. REFERENCE FIRM MAP #51003CO269D, PANEL 269 OF 575, EFFECTIVE DATE FEBRUARY 4, 2005 TEMPORARY BENCHMARK: MONUMENT FOUND AT EASTERN -MOST CORNER OF SUBJECT PROPERTY AT INTERSECTION OF 5TH STREET EXTENDED AND INTERSTATE 64 EASTBOUND RAMP. ELEV. =465.65 N 3890348.8356 E 11479910.0190 YARD SETBACKS (R -10): FRONT = 25' SIDE = 15' REAR = 20' MAX. HEIGHT = 65' ITE — TRIP GENERATION DESCRIPTION CODDE QUANTITY UNIT AM PEAK HOUR PM PEAK HOUR DAILY TRIPS* RATE ENTER EXIT RATE ENTER EXIT RATE ENTER EXIT MID -RISE 223 200 DWELLING T=0.46 (X)- 23 56 T =0.53 (X)- 56 39 T -6.06 (X}- 668 668 APARTMENT UNITS 14.01 11.27 123.56 NOTE: T =TRIP ENDS; X =NO.OP DWELLING UNITS * BASED ON LAND USE TYPE - APARTMENT (CODE -220) 1'n;�Oxej I� YI Y�Fi SI �h 9 `.^ ubrTtitt I Typt` ReVj( ,proved by the commus ,�� ^nt Department rVlti�^ 3d # � pis t Signa i4i z 4 co w cc z ci I- LL w 0 z 0 t c� W J CL I-- W W LY_ Ct) LL Li YE t- 0 N r 0 M 0 w 0 z C9 Iz H Z W O 0.. 2 W F— c/? 0 U w IY w in U (L W Z 0 W LLJ v Ill U 00 co .� L M �" N cy (j) �� a- wc� ay co UQN W 00 ° Q w z c w N i 4 2 c I— W w ry W O I- 0 U 00 t- r 00 0 -3 CL J Z LLl 0. W Y W 5p� 0 el ST ^•.•^^_-^- -M.,4. � "^-, -_,. '..'., -.,-.. "'"'�'� •-�' �'� � ~-- 428.4 R �" TE 64 SURVEY SOURCE: I� __,�,��- ��_��� � � �'` �~��� ��` ���`' --- -.V -�` -� `�"' '��•,. -� a27.s azs.a BOUNDARY AND TOPOGRAPHIC INFORMATION i' � :�..�,,- """'"^ _� � "•`".� -`„� r °--� ..."`.. --� ----- ..,,.�„- '^K- .....° _..�..d,,,, �''^• -•"'"- .- ._.,,.._ � ..,..._..,. �� '� -•... SHOWN AS PROVIDED BY OWNER. 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W 5.95' .✓� ~ -Y �%T /L 7y CSC �� �� •... � 1� 401.2 • / f'� 435.7 0 414.5 40 .8 i Q 415.7 N t 1 4x2.3 - �, nl 4 4.3 t \ :v � Z" 200, 0° N84:? i ' :""' 25' F CK ZINE -- 8T.33 TMP- 76 -54A3 NIF z N f S_LC,_GAMBlT LLC 4=458,64' R=1909.861 _._..___.._w� -- ______ __. .__•�-- �- ------ ,•M,.,.�,�.. /_ .... -._� -• •t: -'"� cQ Q " 470: PARCEL cS o 4"�-- .1 `� - `� - ° " °PRANA LAND LLC ETAL . �...� . 2 0 o _ - - 4 f IMP 76 -541 I� 470.3 TMP 76- �A '--- •--•__ .� .,. n�. ...�. ,,�, _.. _ DB 2726,_ PG 069 _ w - W �-° 446.4 Q VaO19• / --- .. ZONED. R 2 6� N/F N/F 443.5 r' Y 1 50' N f S LC, GAM Ir + SIC, aa4.3 442.3 " 447,4 - " as0.6 13.07' .1'541'11' , 4ss.1 F 455.2 ' 458.4 �.wv~' �' FNON --• __ A f f LLC, PR4NA L LLC ` L'Cf HOLDINGS 445.3 y 452N82'17 01 V " as . ... ,- . _ `� SETBigC/E � % ANHOLD�NGSN LCD D HUMMI. S. 4x4.3 Lm7e o s " 455.4 �- -.- �✓ r G V �-_ t C ZONED: R 2d�rP.S ZONED' „ 4sz.s � ` 444.2 ta. ". N66'40'3G "E , _ _ w -- " 46 X ti _464.3 i 441.3 442.3 � .. c ,452.3 458.3 ,3.53' / _. �.....� 1 pO 472.3 ti S a F3 "". ^••.._. _�,-,� 1;88' " a"R' 65.2 ? ---� �_ _� l 456.1 -'" '" S o 463.4 t x 461.4 440.4 STREET ? 5 r " a62.5 "• f ;. EXTENDED - / t + 460.4 463.4 441.7 { 4 47 NAR• WIDTH RfVU `S• 4 4 631} " "4643 ,,.'. 465.4 .. 459,8 a r 440 y " 461.4 0 463.5 .3 - -» S M 440.5 439.3 _ ._.... _._�.._.._�._ .Yl.".�_•.,_ -`^•..,._.�`".'_ -- 458.4 64.5 468.4 _- - -- - - TMP 76 -54Pf� - _ " ^`"�• �w - -._.„ 460.4 461.5 " 485.5 -- _ o j��F 0 466.4 - T "COUM?Y OF ALBEMARLE" � -- rMP T6 54 ' `° - -- .•. 44 ZONED.- OMM£RC1AL OFFICE _ N/F -- .__ Y :.4 46z.a _ ._'�C......._. f °CAROL J. W fJ$URN -- 4• " ~~" 4&4.5 ONO R -2 `s S o (t' _ 463.4 1 _ 427.2 457.5 ^^ - 466.5 467.4 O 463.2 i Il J Jf � � _ P E is 464.7 463.2 x H. ! � ,,. ✓' /(��� TA.lPT�OA- OA -2�B ._ ^- ' f �C/ 458.4 465.5 "OAK �II "4b2 ± ` . 40- 29 0 4©Y $0! 120' - "'^'--- ._.�., 467.5 mm DENOTES STEEP SLOPES LIMITS �' " ZQNE& -2 _ 4` _. 468.4 (PER ALBEMARLE COUNTY "STEEP, SLOPE c _. OVERLAY DISTRICT MAP ") � � ,� ..- �FS6 `` e SCALE � °= 40' DONALD `WALK ,/B Nl1A W. rRA t O 5; w Z Cl. cd I`- w a -i w (1) C a U w U) Q z Z .� w 0 ilY1"/ z w 0 {0 V 0) �...• = w ff.... �z ~ x 0. 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S >3 � _ d x 437.5 N04 LJ 103 ! 430.a 431.4 42 - -. - '---.. --- ......,_ ...,......- �.� .- ^ ....,. -440--- �•;a9Gc�, - i 1 f 432.3 433.4 434.5 0 j �! ``� t r � s _� �. � / / ..n 1/�►. 4 3 6.5 439.6 f ^ --- - -- ; ( 1 _ _ R s 443.3 t 445.2 /447.4 ~` y61.t 1 449.3 450.6 ^.. 23.7 S 4=2.4. kt /T p o 452.5 4516 �.-• j s t � � � S , � :� 1� '`,� � �`^�.,, r� ----- _�...__.._ �,..- ..`45.?- -.... - ""�- ...,�,., x 453.2 TMP 76 -55D � $ 454.4 S ° PRANG, LANQ .,,4.. \ � ,_ � ° E 1 � LLC AND HUMM /NGB /RD HOLDINGS LLC 1 j �\ � TBM: MON��F asa.4 i D8 2726 PG 079 ( �• �"`- ) t �- C) Z ©NEO.• R-�1D � � - • • � \• � ' � . ELEV. 465.65' '' /"� 4 t i \ ✓.. �'ti+ 455.6 4$4.2 � N 3890348.8356 3 �'' "•� E 11479910. 190 463..3 456.5 455.4 463,4 456.3 / 457,5 i t All <\wTMP --558 458.2 i N�F ` 459.5 " N h LC, , PRAIA LAND UC AND / 9 l / >lGAMBl7` LLC, HUMM /N /RO HIDINGS LLC " D. 2726, PG 089. aa3.1 ZONED R -.10 447.4 462.8 460. 6 ° 4 7.4 \ 44 " ;4 / 467.3 1 \i 9.5 447.7 451.5 461.5 451.4 I 462.4 .,"" G � "".r,/ � � ^-.+� • -.-.�, ,��'`�. '^�.,� � \ \� � j " / ° 462.8 8J- 1720�� '� ` S� 462.5 I 454`` c 462.4 463.4 � w \ / *2 Jf - ✓� / 483.6 a 4 40�y 240.Q(j N88'0 ^ �Q.,., _- �x� -,54✓1 ��� ""'- Tyr Ci-�,� �e�' / t 463.6 S / NlF l ° H\ TRA/NUM ` 4�5a7.�, r470.4 B S2' N8 " ��,, ...w++� " r ' N fY �� / r r x " 464.5 �F 54/ , ��" 470.3 TMP 76-541A 465.5 `' ZD 15 8' 8 s , , Nlf 471.6 5� . TMP 76 -54A ��'°`� � �.r"'° a63.5 ZONED.- 00A K I R -2 S LC, Gwg/ ALAN LLC ° L PRAIA LAND !� W N/F 1lM /NG /RD _ ND HUMMINGBIRD w N� LCx GAMB /T L VGSl LC HOLDINGS LLC t MP 76- PRA,, LAND LLC "463.5�� G 0 NlF D8 2726, PG OS N _ ZONED. R -2 �� DNED4 R -10 g'3�, 464.4 467.4 467.7 " x x 467.5 >.3 467.5 468.1 x . 468.4 » 466.4 " 468.2 } o " 466.2 . O � �� �� . -.�... .- .."'•. �� • ✓ 465.e 463.3 464.4 �ajV1 465.4 S a s x 464.4 , x Px,65.8 " 465.4 ` 461.5 o S 466.2 ° S 462.2 466.5 " �, DENOTES STEEP SLOPES LIMITS 463.4 {PER ALBEMARLE COUNTY "STEEP SLOPE 467.3 rte- OVERLAY DISTRICT MAP ") .. �' TMP 9a4-a4-,W,5 "OAK HILL " 44' 20' Q 44' 80' 120' SCALE 1 "= 40' 457.5 » f `O" 458.4 x .,..: SURVEY SOURCE: BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN AS PROVIDED BY OWNER. TOPO BY: "TERRA ENGINEERING ", DATED 04/08{12 BOUNDARY FROM TITLE SEARCH BINDER AND PLATS STEEP SLOPES OVERLAY DISTRICT MAP SCALE: 1"=200' 0 i� 106, PG 44:3' 0 DIED. R-2 �m.472.3 o W _ 468.2 x .17 yx 472.6 x r• Q. MA H. 466.3 3 0 466.1 __ 486.4 :- x x 466.4 C/) 466.4 il x 467.4 467.7 " x x 467.5 >.3 467.5 468.1 x . 468.4 » 466.4 " 468.2 } o " 466.2 . O � �� �� . -.�... .- .."'•. �� • ✓ 465.e 463.3 464.4 �ajV1 465.4 S a s x 464.4 , x Px,65.8 " 465.4 ` 461.5 o S 466.2 ° S 462.2 466.5 " �, DENOTES STEEP SLOPES LIMITS 463.4 {PER ALBEMARLE COUNTY "STEEP SLOPE 467.3 rte- OVERLAY DISTRICT MAP ") .. �' TMP 9a4-a4-,W,5 "OAK HILL " 44' 20' Q 44' 80' 120' SCALE 1 "= 40' 457.5 » f `O" 458.4 x .,..: SURVEY SOURCE: BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN AS PROVIDED BY OWNER. TOPO BY: "TERRA ENGINEERING ", DATED 04/08{12 BOUNDARY FROM TITLE SEARCH BINDER AND PLATS STEEP SLOPES OVERLAY DISTRICT MAP SCALE: 1"=200' 0 0 W Z Q. :- W C/) o il 1 U z Q F- z Jz o W F- > z W 0 l0 U G V = W z -- '""' � _ U) V / ..' W o Li- W W J Q w m Lo N 1 U C"' co M o LL' w W W r-- t T- Z F- © 0 w w p v � Ei co E- � , '� -.,4 Z o boa 0 MAN, �- (n {� CLt F-OCN. Q � V w « � CN iy 6 c Ou m c co .2 {� c� a) at S w .. COARSE AGGREGATE 5.1 EXIST. PAV;rT fti n=i�ii': 6" 1 (OPTIONAL) MIN. SIDE ELEVATION MOUNTABLE BERM .GROUND 125' MIN. VDOT #1 I I RAHF'INU utV]Ut COARSE AGGREGATE PLAN VIEW CONTRACTOR SHALL KEEP EXISTING ROADS FREE OF SOIL BUILDUP AT ALL TIMES. fi�--�E STD. & SPEC. 3.02 10% I••-1 .w MIN. EXIST. PAVEMENT MIN. I DD DIVERSION DIKE STD. & SPEC. 3.09 NOTE: IDENTIFIED "RESPONSIBLE LAND DISTURBER SHALL ACT AS OWNER'S REPRESENTATIVE TO INSTALL, INSPECT, AND MAINTAIN ALL E &S MEASURES. SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A Akin n AMr nc rni 1AJ ci M/ATInnf IME14 mZ 01y ty:IXy2�11:x, • 2 ACRES OR LESS OF DRAINAGE AREA: SILT FENCE CULVERT INLET PROTECTION DISTANCE IS V MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW * OPTIONAL STONE COMBINATION 1.0' 1.5' • 1 FLOW �rR� +�s)k •! .►s ^b� +rs• �� rt < . OR #57 COARSE TO ` •- • VELOCITY HIGH OF • RT INLET E130 CI @�_��sn - • f: CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A STAPLE WIRE FENCING 4 "X4" TRENCH UPSLOPE ALONG TO THE POSTS. THE LINE OF POSTS. -* G FLOW 3. ATTACH THE FILTER FABRIC 4. BACKFILL AND COMPACT TO THE WIRE FENCE AND THE EXCAVATED SOIL. EXTEND IT INTO THE TRENCH wftm- _- EXTENSION OF FABRIC AND WIRE INTO THE TRENCH FILTER FABRIC 5 ...REIN�F&R.EQ SILT FENCE 11 1 -' DRIP LINE -I FENCE TREE PROTECTION STD. & SPEC. 3.38 MAXIMUM CLEARIN( GRADING PROPOSE GRADING CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES (PLATE 3.38-1) WMLKL DRIFUNE IS LESS THAN 5' S�Vld9 COMMEA(TS FOR 7REEPAOTEC77ON PL4Ns NO LAND DISTURBING 4071PMES MAZY OCCUR ON STE* PRIOR TO TH£ RELEASE OF THE CONSTRUCTION PLANS BY GOOCHLANO COUNTY PLANNING &PARrM0`V7; UNLESS SPEC1fIC41LY RE7IUIRED 70 INSTALL 7RLE PROTTECCTION MEASURES: A PRE- CONSTRUCTION MEETING IS ,REWIRED 777 REVIEW fl7£E PROTECTJON MEASURES ON SITE* PRIOR 70 THE RELEASE OF COM57RUCWN PLANS BY THE HENRICO COUNTY PLANNING 0E7AR7iI/EN7: ALL TRELr PROTE'CTNF fEWING MUST BE IN PLACE AND INSPECTED PRIOR 70 C0MMDV0SWE `Vr OF ANY LAND 015WUR8WCE ACIVI7Y. TREE* PROTE077ON MEASURES SWL BE IN PLACE AT 77MEY AND PROPERLY MWNTNNE73 UNTIL RNAL ACCEPTANCE OF 7HE PROIEOT. WHEN THE PLAN RCOVIRE5 A nM r AWA OTION DEVICE AND AN EROSION CfXV)ROL DEVICE. THE' EROSYDN CONTROL DEVICE SHAD 6£ ON THE UPGRADE SIDE OF 7RF TREE" PR07ECWV FE WIM THE 1NSTAULA770N OF 7HE TREE PR107ECTION FENCING MAY RE7WIR£ MINOR DISTURBANCE OF VEGETATION 70 CONDUCT SURWY OP£R47701S5 THIS D1S7UR~F & LL BE MINIMIZED AS MUCH AS POSSIBLE: THE LIMITS OF TREE' PR07E0WV "U BE RZAGGED BY AN AUTHORIZED AND LICp W SURVEYOR AFTER 7H£ LIMITS OF C•IXARING HAW 8E1r1V PROPERLY CALCULATE. THE SURVEYOR WILL THEN USE A BUSH AXE' 777 CUr 71NES• IN SETTING UP 7H£ ASSOC147ED CLEARING LAC= AF7,ER BEING FLAGGED 771E OWNER SHALL BE RE'SPONSI&C fOR /MSTALLATION OF 7HE TREE' PROTECTION FENCING AND SIGMOE. ALL PUBLIC, S5141- RIBLIr, OR PRN/ATE VnLYTY LINES MUST UAL12£ THE L1M1TS OF CLEARING AS 11VDIC47ZD ON THIS PLAN. TREE PROTEC770N V INEAT70N FOR LIMI75 OF CLEARING• STAVD4RD ORANGE VINYL OR PLASTIC AONS7RUC770N FENCE ATTACHED 70 POS75 (PRE - #FATHERED 6'000, GALVA IZED STEEL, IRON OR THICK PING PLASTIC), AT L .FAST 40' A90YF FINGSHID GRAD£ #77H SPAN BE7WEETV Pans NO GREATER 7T w e ON CE am EvD4Y NIN7H POST SIB u CONTAIN A WARNING SIGN OF SIZE AND TYPE PERMR7ED BY CK4P7ER 22-104 OF THE HDVAICO COUNTY ZONING ORDINANCE 270r CLEARLY INDEA07RES THE PURPOSE OF THE FENCE La TREE PR=0412N FE 41N2 ALL FENCING AND SIGNS S1LAL.L BE APPROVE}? BY 7HE H.6WAY00 COUNTY PLANNING DE0AR7MDVT PRIOR 70 #V$rALLA77aV -• Y RISE PERSPECTIVE PLASTIC FENCE YV PERSPECTIVE METAL FENCE SAFETY FENCE STD. 3 -1.1 ;Si•Sil1s'�i•��, X PERSPECTIVE VIEW AP—St L M /N /M STAND. S (15, OS N A D SED/M NT O TROL LA ND R U T/D S MS -1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEMEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE 517E: TEMPORARY SOIL STABILIZATION SHALL BE i APPLIED WITHIN SEMEN DAYS TO DENUDDED AREAS 77YAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT W FOR LONGER THAN 30 DAYS PERMANENT STAB /LIZ4TION SHALL BE APPLIED TO AREAS TM ARE TO B£ LEFT DORMANT FOR MORE 7HAN ONE YEAR. I ii♦ MS 2•DUR/NG CONSTRUCTION, SOIL STOCKPILES ANO BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. TEMPORARY PROTECTION AND PERMANENT STA81104770N SHALL BE APPLIED TO ALL a SOIL STOCKPILES ON SITE AND BORROW AREAS OR SOIL INTENTIONALLY TRANSFERRED OFF SITE V MS -3.•A PERMANENT WSGETARMF COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OmERWJSE PERmwrNTLY � w��E. vv'�•.q ACHIEVED THAT IS UNIFORM, MATURE EIVOUGH TO SURVIVE- AND WILL INHl81T• EROSION. S s ��. Id SEDIMENT SHALL BE CONSTRUCTED AS' A FIRST STEP IN ANY LAND -- DISTURBING AC7714TY AND SH,4LL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DIISTURSANCE TAKES PLACE. WIRE MS- 5.•STABIL /ZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS • IMMEDIATELY AFTER INSTALLATION. STAKE STAKE MS -6 • SEDIMENT TRAPS AND BASINS SHALL, BE DESIGNED AND CON57RUC769 84SED UPON THE TOTAL DRAINAGE AREA FILTER FILTER TO BE SERVED BY THE TRAP OR 84SIA1I AS FOLLOWS: FABRIC FABRIC z SEDIMENT TRAP - ONLY CONTROL DRAINAGE AREAS LESS rhAN THREE ACRES PERSPECTIVE PLASTIC FENCE YV PERSPECTIVE METAL FENCE SAFETY FENCE STD. 3 -1.1 ;Si•Sil1s'�i•��, X PERSPECTIVE VIEW W-00 02110, 1� Mai co `j w w Ll- d• AP—St L M /N /M STAND. S (15, OS N A D SED/M NT O TROL LA ND R U T/D S MS -1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEMEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE 517E: TEMPORARY SOIL STABILIZATION SHALL BE F_ APPLIED WITHIN SEMEN DAYS TO DENUDDED AREAS 77YAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT W FOR LONGER THAN 30 DAYS PERMANENT STAB /LIZ4TION SHALL BE APPLIED TO AREAS TM ARE TO B£ LEFT DORMANT FOR MORE 7HAN ONE YEAR. o MS 2•DUR/NG CONSTRUCTION, SOIL STOCKPILES ANO BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. TEMPORARY PROTECTION AND PERMANENT STA81104770N SHALL BE APPLIED TO ALL J SOIL STOCKPILES ON SITE AND BORROW AREAS OR SOIL INTENTIONALLY TRANSFERRED OFF SITE U) 'zt• MS -3.•A PERMANENT WSGETARMF COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OmERWJSE PERmwrNTLY U) STABILIZED. PERMANENT VEGETATION smu NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COINER IS ACHIEVED THAT IS UNIFORM, MATURE EIVOUGH TO SURVIVE- AND WILL INHl81T• EROSION. 0 MS- 4.•S0IMENT BASINS AND TRAPS, PER/ME7ER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS' A FIRST STEP IN ANY LAND -- DISTURBING AC7714TY AND SH,4LL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DIISTURSANCE TAKES PLACE. WIRE MS- 5.•STABIL /ZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS WOOD WOOD IMMEDIATELY AFTER INSTALLATION. STAKE STAKE MS -6 • SEDIMENT TRAPS AND BASINS SHALL, BE DESIGNED AND CON57RUC769 84SED UPON THE TOTAL DRAINAGE AREA FILTER FILTER TO BE SERVED BY THE TRAP OR 84SIA1I AS FOLLOWS: FABRIC FABRIC z SEDIMENT TRAP - ONLY CONTROL DRAINAGE AREAS LESS rhAN THREE ACRES Q o BACKFILLED i' BACKFILLE /` 0 3 MINIMUM STORAGE CAPACITY OF 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA SAIL �1 M SOIL M w� SEDIMENT 841SINS `'- /ii D IREC T I0 /i � -OF - CONTROL DRAINAGE ARFAS GREATER 7MIV OR EQUAL TO THREE ACRES: -- MINIMUM STORAGE CAPACITY OF PER FLEW n P a 134 CUBIC YARDS ACRE OF DRAINAGE AREA. - OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL IN7FGRTY OF 7HE BASIN DURING A �� FJt/£ (25) YEAR STORM OF 24 -HOUR DURATION. ' M5- 7. .CUT AND f 71 SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. 4" 4" r SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL 4 4 BE PROVIDED WITTY ADD177ONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORREC7ED MS -10: BL ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CON57RUC710N SHALL 8E PROTECTED SO THAT 4t-O# SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHIOUT FIRST BEING FILTERED OR OTHERWISE 7REA7ED TO REMOVE SEDIMENT. DOUBLE SILT FENCE MS -11: BEFORE NEWLY CON67RUC7ED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERAT70NAL, ADEQUATE" OUTLET PROTECTION AND ANY REOUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE N.T.S. INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND REC61WNG CHANNEL. MS-16: UNDERGROUND UTILI7Y LINES SHALL BE INSTALLED /N ACCORDANCE WITH THE MINIMUM STANDARDS AND w SPECIFICATIONS OF THE 117RGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND W7RGINM REGULATIONS w m VR625 -02 -00 EROSION AND .SEDIMENT CONTROL REGULATIONS IN ADDITION TO OTHER APPLICABLE CRi7ERM. o M5­ 17- WHERE CON57RUC770N VEHICLE ACCESS ROUTES INTERSECT PANED OR PUBLIC ROADS, PROWSIONS SHALL 8E Q MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PANED SURFACE. WHERE © SEDIMENT 1S TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, TIME ROAD SURFACE SHALL BE CLEANED U THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVEUNG OR SWEEPING AND TR4NSP0R7E0 TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. MS 18: ALL 7E'MP0R4RY EROSION AND SEDIMENT CON7ROL MEASURES SHALL BE REMOVED W17HIN 30 DAYS AFTER FINAL SITE STABIL /Z4T10N OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS 07HERW/SE AUTHORIZED BY THE LOCAL PROGRAM ,AUTHORITY TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESUL77NG FROM 771E DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMAMENTLY STABIL /ZED TO PREVENT fURIHER EROSION AND SEDIMENTA770M. MS -19.• PROPERTIES AND WATERWAYS DOMNS7REAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOS1770N, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VE1 DC17Y AND PEAK FLOW RATE OF STORMWA7ER RUN= --OFF FOR THE STAhSD FREQUENCY STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH 7HE FOLLOWING STANDARDS AND CRITERIA. (REFER TO SIT£ PLAN FOR FULL STORMWATER MANAGEMENT PLAN AS IT APPLIES TO CMS- -19.) W-00 02110, 1� Mai co `j w w Ll- d• Al F_ W LL m o z N_ J W U) 'zt• U) 0 0 W W }--- z N_ J W CL 2_ �- W U co T ry W Z CL 0 �J = W � F- W LL W o 0 LL_ W U) W p p ry W w w m tW- o Q 00 O� j rn F �� o �Z U SYOo 0) C) cn r cm CL W � � M ( Q a Lij C o��,,� L Q.) 4•.. N � A? � C uj - Al A L� C 6T C C Lu N_ co T r M � W W W p _z w tW- o n © w U U 3 00 O� j rn F �� o �Z U SYOo 0) C) cn r cm CL W � � M ( Q a Lij C o��,,� L Q.) 4•.. N � A? � C uj - Al A L� C 6T C C Lu INTERS TA -rE 64 -- --- ------ F s8iX24 39 -E \vo. WETLAND (EMEWENT) Q\C TYR \A� TR F 4- op DID ST2 TP IM AG ED� %A �lt k A Vu 1-84--ACRES,,-- X_ `S.: { ; -'�1 y! / � Alf !� i �f '_ t_• , / � Z' X V Jl�l ...... .... w z 3.48 ACRES �Zl 0,86 ACRES 110*1 If Si TP J N J t 30'xl 00'4ONSTRUCtl&N 6 TRANCE_, ,EN 4 1 93 OlIq X_ X_ A14 TP N84:?8 �y,6 -,SF' 4,7 TO CE All 1J. 07' ---WW-JZ�Ll V 5# P N66*40 J.5j, x 5th STREET EXTENDED (S (VAR. WIDTH p /W R. 631) ) - ---------- -- --- ----- 0 /Z co • 40' 20' 0 40' 80' 120' SCALE 1"= 40' z 0 W w Z :5 CL w w Lu 0 U) U) 01 z > 0 z z J W 0 Q. 2i Q > z Ill 0 Ill � W 2 C/) 2 w -r w (1) z 0 :D z LL �5 o LL Q < ui _j z Ix 0 :2 U) W co 0 j w < Lr) T_ 00 L0 7 W W w j-2 00 W Z (.5 (D w a m z < w U U`1'1 co 0 z hoo U GeV CL N rZ Q> cr iz cj) Q) z 12,0 Z Q cr_ Q) 2 DENOTES STEEP SLOPES LIMITS (PER ALBEMARLE COUNTY "STEEP SLOPE tr OVERLAY DISTRICT MAP"} - ---------- -- --- ----- 0 /Z co • 40' 20' 0 40' 80' 120' SCALE 1"= 40' z 0 W w Z :5 CL w w Lu 0 U) U) 01 z > 0 z z J W 0 Q. 2i Q > z Ill 0 Ill � W 2 C/) 2 w -r w (1) z 0 :D z LL �5 o LL Q < ui _j z Ix 0 :2 U) W co 0 j w < Lr) T_ 00 L0 7 W W w j-2 00 W Z (.5 (D w a m z < w U U`1'1 co 0 z hoo U GeV CL N rZ Q> cr iz cj) Q) z 12,0 Z Q cr_ Q) 2 EROSION CONTROL LEGEND: T INLET PROTECTION (STD. & SPEC. 3.07) CIP INERSTATE 64 lkl�— CULVERT INLET PROTECTION (STD. & SPEC. 3.08) OUTLET PROTECTION (STD. & SPEC. 3.18) it SF SILT FENCE (STD. & SPEC. 3.05) TP TREE PROTECTION (STD. & SPEC. 3.38) A J TEMPORARY SEEDING (STD. & SPEC. 3.31) T .K ul- N04-2,�'OJV PERMANENT SEEDING (STD. & SPEC. 3.32) 3 S s OP rr� TOPSOILING (STD. & SPEC. 3.30) �A Tp! 64 MU MULCHING (STD. & SPEC. 3.35) F I RD rp - 44P ROCK CHECK DAM (STD. & SPEC. 3.20) DD l DIVERSION DIKE (STD. & SPEC. 3.09) . .... . , Ll Z!! DIVERSION DITCH (STD. & SPEC. 3.12) TEMPORARY GRAVEL CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02) 0 (SAF ORANGE VINYL SAFETY FENCE TP (STD. & SPEC. 3.01, TABLE 3.01-A) FOR CONSTRUCTION DETAILS AND SPECIFICATIONS REFER TO THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" THIRD EDITION, 1992. LDS LDL LIMITS OF DISTURBANCE LINE NON - TEARABLE wp -TEARABLE YELLOW & BLACK BARRICADE FOR WO-USMETLAND/RPA PROTECTION I % LLJ TIP 8.19 ACRES U) LLJ--- U) v z j X ......... 27828 XN., x j Jl *55 7- -j -Wo 00, A188-04-:Vlt 5-oo27T Lztz;r Ij z y% '1 00, DENOTES STEEP SLOPES LIMITS (PER ALBEMARLE COUNTY "STEEP SLOPE OVERLAY DISTRICT MAP") 40' 20' 0 40' 80, 120, SCALE 1"= 40' c� z 0 LLJ w z :5 CL Lo RIF 0 LO 0 O cy) 4 CD W W v— w 00 Z- 0 w z m W 0 0 A 0 00 00 CD E-0 O �A z Lij cy) Z) wu, Z (.5 Q) U Lu Llj Q) IL sin Uj Q. - - - - - - - - - - - co 2 ca 2 lqr cf) w w u- 0 < b 101 10 cl) it 9 z < < 2 0 a. 0 W z z —j W 0 m Z> 0 F— w > z 0 w U) 2 7- W U) F— Z 0 u— —:D (00 z LL 0 W z tr 0 U) w 0 w Lo RIF 0 LO 0 O cy) 4 CD W W v— w 00 Z- 0 w z m W 0 0 A 0 00 00 CD E-0 O �A z Lij cy) Z) wu, Z (.5 Q) U Lu Llj Q) IL sin Uj Q. - - - - - - - - - - - co 2 ca 2 u) I u) 00 c:) 64 rW ui w w U) i STEEP SLOPE AREA PRESERVE W D -vv o \J/ _j WETLAND \IX \1w (EMEWENT) \4/ \4/ \1/ \11 \1/ SLOPE Typ. 7 AREA F-1 WETLANDS (IMPACTED AREA) % 11 f 1A #Dv S­,H E I/ mom < X 0 x ovoo'x X �t�>.i��x x � �� H E �v\; x < x 'X XX "x x % T*I x > < . ........ X/ POOL X 95' /< /j >/ X, X, /IV" , 11 — , I / , I I f i X < > /#5 /X /TYPE 4 c: x, >� - 'K \< ), A > W z W. X 4 STORY 0 , 96 UNITS < FFE=437�50 J �o 1L, 4� < X, )> <1 0 /A > lk o X \K>, > > 0 A 'tom mom" '"MINN. >\ ....... ..... Ora, SIDE YARD SE 24 f TBAC K 155'40 V -------------- 56 v v oo.* IoNI If 87 9,T' m4m, zi w tiwr -0 "loft Ak­w6v fi�� All A 07' I AW N871,710 Cn_ *40'JO w Lu 5th STREET AI NDED (S.R. (VAR. WIDTH Ro) - ---------- J - DENOTE�, AREAS RESERVED FOR RECREATIONAL USA, (TOTAL = 32,820 S, F.) z It "new mom DENOTES STEEP SLOPE LIMITS (PER ALBEMARLE COUNTY -STEEP SLOPE if OVERLAY DISTRICT MAP") 47_? ul L 3: U) U) x 0 it 0 of ZZ 49 20- 0 40' 80, 120' 3 ------ - - SCALE 1"= 40' z tY I1.1 < Z _j W z CL 2E <� w > a- w W 0 0- U) 2 - w w � 0 > �- z LL — — U) o LL Q Lu w m L0 O L0 Lu w F- 00 0 w 0 z 0 m < 0 W 00 00 W al H a 5 0 Z Q) CZ) cl) CN W 11I cr) X, c\j 0,4 C\i 64 CL Q) I--." �C �1r . j QT Lu Q) 00 Q u) Q) Liu z 0 W w Z :5 CL c1r) w LL _j 0 w 0 < "t cf) PIl cn T"• z tY I1.1 < Z _j W z CL 2E <� w > a- w W 0 0- U) 2 - w w � 0 > �- z LL — — U) o LL Q Lu w m L0 O L0 Lu w F- 00 0 w 0 z 0 m < 0 W 00 00 W al H a 5 0 Z Q) CZ) cl) CN W 11I cr) X, c\j 0,4 C\i 64 CL Q) I--." �C �1r . j QT Lu Q) 00 Q u) Q) Liu w w - ------ v. Eu D— w U) op000...� ---------- - ----- ------- -- ----- N r C� 64 w SL A4p U) U) r WI W U) Cta X ui C) z DENOTES AREAS RESERVED FOR RECREATIONAL USE (TOTAL = 32,820 S.F.) ffsomom MEMO wammam DENOTES STEEP SLOPES LIMITS (PER ALBEMARLE COUNTY "STEEP SLOPE OVERLAY DISTRICT MAP") E'E,T-S wmm "E TS-; 40- 20' 0 49 89 120' SCALE 1"= 40' vJ z 0 U) 5; w Ix z CL Al U, w 0 u- -j w < co z 0 ------ INTERSTATE 64 F— z zz W w U) op000...� ---------- - ----- ------- -- ----- N r C� 64 w SL A4p U) U) r WI W U) Cta X ui C) z DENOTES AREAS RESERVED FOR RECREATIONAL USE (TOTAL = 32,820 S.F.) ffsomom MEMO wammam DENOTES STEEP SLOPES LIMITS (PER ALBEMARLE COUNTY "STEEP SLOPE OVERLAY DISTRICT MAP") E'E,T-S wmm "E TS-; 40- 20' 0 49 89 120' SCALE 1"= 40' vJ z 0 U) 5; w Ix z CL Al U, w 0 u- -j w < co z 0 Lo 00 U*) c:) w LIJ w Z W F- Z5 w m < Z 3: 0 < 0 W A 0 00 z m Q ti co CN cy) cy) CN W� ocs �. LL Z- Q � � cr) w CL ©�� Q) uj ro tV F— z W w > 0 � ` � W w > F—Z 0 LL :) o LL Z-) ui LLI co Lo 00 U*) c:) w LIJ w Z W F- Z5 w m < Z 3: 0 < 0 W A 0 00 z m Q ti co CN cy) cy) CN W� ocs �. LL Z- Q � � cr) w CL ©�� Q) uj ro tV �,TCH L I N E woo woo 8=00 25 000 V %oil MUM nalmm, fs EXK-57: 8 N86*45'10'W IVIF "STERLING ulvlvi_RsI ZONED.• -R. DENOTES STEEP SLOPE LIMITS (PER ALBEMARLE COUNTY -STEEP SLOPE OVERLAY DISTRICT. rUP 76-54PI NIF "COUNTY OF ALBEMARLE" ZONED: COMMERCIAL OFFICE L=458.84' R=f.ql?o ass, SEE SHEET C-09D 13.07' N82'17'01 'W 5th STREET EXTENDED (S.R. 6 (VAR. WIDTH R/W) .............. . . . . . . . . . . . . _: . . . . . . . . . . . . . . . . . . . . . . . . . . .......... .......... . . . . ...... .. .......... ............ . .... .... .. .. . ... ... . . . . .... .... .. ... .... .... ............. . ..... ... ................ .......... N 3890019.7725 E 11478751.9360 420 To INT* W/ 1-64 RAMP 20' 10, 0 60' q - MIA 0) CD URI uj W LU Ill U) W Z Cl z 0 w w z CL W 0 w < C'4 < cr) U) II 0 tY > Z z > < _j 0 a. Of 17— 2 0 Z W� < � — z _j LL —::) — U) o LL Q Lu tY W CID 2!! O co ce) C:) uj W v- w z co < 0 z W X 0 6) 0 ui 0 1 -n, A 400 00 z Lu cv) CL C3 W u) w uj Q. Q-) Q.) CL Z; C! CrJ 0% uj rn us W 4�-Jil lu Lu W W NOTES: ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED ALL RADII ARE 5' UNLESS OTHERWISE NOTED DENOTES STEEP SLOPE LIMITS (PER ALBEMARLE COUNTY "STEEP SLOPE OVERLAY DISTRICT MAP") INTERSTATE 64 INTERSTATE V4 64 &AMP HOLDINGS LLC .. ......... ... ..... ORY 95 2726, PG 079 NITS ZONED: R -10 439.0 ....... Al- . .......... . . . . . . . . ..... . . . . . . . ........... ......... . ......... ...... . . . . . ..... ...... ICL 0- .. ......... T CONC. 8" BM-25.0 ASP 8" 21-B STONE \— COMPACTED SUBGRADE` ENTRANCE PAVEMENT SECTION ............. .. ......... (FROM 5th STREET) ............... ....... NO SCALE ALL CONSTRUCTION IN VDOT RIGHT OF WAY SHALL BE, COORDINATED WITH VDOT PER "LAND USE PERMIT". STORM DRAINAGE STRUCTURES, PIPES AND CURBING MUST BE INSPECTED PRIOR TO INSTALLATION. CONTRACTOR MUST COORDINATE ALL LANE WIDENING/ CONSTRUCTION ACTIVITY WITH VDOT PER WDOT WORK AREA PROTECTION MANUAL". PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING SECTION. PANA FM � 02 NO Ill ON 124 124 FAl FAMA 0' ON v1l2j-gWAF4 Awl f1po'l, gayl 4 & wl • M TCH LINE SEE SHEE 0 9 C TBM: MON. (F) ELEV. 465.65 N 3890348.835E E 11479910.019 7" AIR ENTRAINED 3000 PSI CONCRETE WITH W4.0xW4.0,6"x6" -01 m 'o Va CRUSHED AGGREGATED BASE COURSA TYPE I SIZE 21A OR 22. \—COMPACTED SUBGRADE CONCRETE PAVEMENT DETAIL • SCALE W So' WT, d E, 6" 21-B STONE C OMPACTED SUBGRADE LIGHT PAVEMENT (PARKING STALLS) (TEMPORARY TURN-AROUND) NO SCALE 19 l t44 co z 0 w w z 41' CL Al T- C) u co W w Lf) W LL W .. 3 oo 0 5 < tV v LL 0 d fn 0) cj) (n (no Aso 9 +0 m 01 TREE SAVE CLEARING LIMITS (TYR) ........... ..71 2 ;rMP 76-554 .. .... NIF .... N-3890374.7648 3E * S LC, LAMB C, pRANA LAND LLC AND HUMMINGBIRD 9= 4 4 A7963 QQJq I HOLDINGS LLC .. ......... ... ..... ORY 95 2726, PG 079 NITS ZONED: R -10 439.0 ....... Al- . .......... . . . . . . . . ..... . . . . . . . ........... ......... . ......... ...... . . . . . ..... ...... ICL 0- .. ......... T CONC. 8" BM-25.0 ASP 8" 21-B STONE \— COMPACTED SUBGRADE` ENTRANCE PAVEMENT SECTION ............. .. ......... (FROM 5th STREET) ............... ....... NO SCALE ALL CONSTRUCTION IN VDOT RIGHT OF WAY SHALL BE, COORDINATED WITH VDOT PER "LAND USE PERMIT". STORM DRAINAGE STRUCTURES, PIPES AND CURBING MUST BE INSPECTED PRIOR TO INSTALLATION. CONTRACTOR MUST COORDINATE ALL LANE WIDENING/ CONSTRUCTION ACTIVITY WITH VDOT PER WDOT WORK AREA PROTECTION MANUAL". PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING SECTION. PANA FM � 02 NO Ill ON 124 124 FAl FAMA 0' ON v1l2j-gWAF4 Awl f1po'l, gayl 4 & wl • M TCH LINE SEE SHEE 0 9 C TBM: MON. (F) ELEV. 465.65 N 3890348.835E E 11479910.019 7" AIR ENTRAINED 3000 PSI CONCRETE WITH W4.0xW4.0,6"x6" -01 m 'o Va CRUSHED AGGREGATED BASE COURSA TYPE I SIZE 21A OR 22. \—COMPACTED SUBGRADE CONCRETE PAVEMENT DETAIL • SCALE W So' WT, d E, 6" 21-B STONE C OMPACTED SUBGRADE LIGHT PAVEMENT (PARKING STALLS) (TEMPORARY TURN-AROUND) NO SCALE 19 l t44 co z 0 w w z 41' CL 20' 10, 0 20' 49 raT m SCALE 1"= 20' z F- < z W 0 W LL — �- z :) Wo u- 0 Lb z a- D 0 Lo Al T- C) u co W w Lf) W LL W .. 3 oo 0 5 < tV v LL 0 d fn 0) cj) (n (no Aso 9 +0 m 01 20' 10, 0 20' 49 raT m SCALE 1"= 20' z F- < z W 0 W LL — �- z :) Wo u- 0 Lb z a- D 0 Lo T- C) u co W Lf) w z W .. 3 oo 5 < z v U 0 gaA 00 (n (no Aso +0 m lvo 3 m Q) (y) It N oo ZZ-- Q) Q) c su ca c: .2 cj Z Q. > N/F Q c ZONM h' - -2 r 44! T SCA E " co ERS rA 64 DENOTES STEEP SLOPE LIMITS (PER ALBEMARLE COUNTY "STEEP SCOPE _ OVERLAY DISTRICT MAP ") _ -- z _ -. q - - , O SWAN LLJ INTERSTATE INTERSTATE ATE 64 z am= 0000 ftaft ftft" name ftaft o "a mom= &Raw _ = ll.l U QMAW _ _ .,. v >-" �r` �-ti,- � :'�rv-tiry�vv',. ^r-eT'v-v�v't.,. - f� .. .. m�aarq ID .. "v`:i �. i �- f a r- kr v l�.,r--,,,t - -_._ _ ... � wam" `ter s Y 6 4 _. v,, a _ww — z Al'A _ — STEEP SLOPE ` F- Q AREA PRESERVED 1 '� _ r J W [L w w .. i i- W N0001* elf , • , ^1 JV04 2J NJ. >.23' --- --W — — -- *v •� - w Fw- 1- z H- %401 u- i tV � � %J/ � SLOPE AREA _ ---_ W i Z J, _ C •-- . --.. o w W U W Cl c z Z d O W10 U -) Six o It r # 8 „wog TYPE 3 32 UNITS —`--__ 4 STORY F' /V FFE =433.0 ptV Lu M CN _. - f ” WM PROPOSED 20''PUBLIG co (i UTILITY EASEMENT M J co TPEa c, a R �c �r,�; 8 "W' TEE co - 6" G.VALVE 3 STORY ?6, FIRE HYD. U 24 UNITS ZONED; FFE =439.0 co • -� - � 1 vow, Z- FDC - FDG uj 9f3 10/1, PG' t26 co CL AF __ ZO�'✓1= t�: r' -117 t•'+ J 24•x, Fj C h - ui V4 _ tzz T LINE — SEE SEET C -14 --_ co s. \\ c 2 20' 10' 0 20' 40' 60' o 2 c SCALE 1 "= 20' w A---------- \'wAtCH LINE - SEE SHEET,./"C-11D snow I I �11 i llp■■IIII� i it N ------------- \ 11 1 c Paso coma - -- - — - - - - - - - - - - dam} 900090 z Aw U) w 434.;,S lip OR 30 ?lc z c. 435' T ------------ --------------- U- c/) X 0 25 z '\&Z 4-360 co > POOL !� \ i �C... 05 4,3,gSo -0 ­440 19000\ w N86�45'101W w 4410)� 5) F-; t0" w .00 CL C) zcf) w w tl 0 0 0 -35 444)( j RCP w w W_ Ilk fp' w CLUBHOUSE z Al *011 ------- NNW, (001 65'X 65' 0 U- FFE,=439.50 ftwAl' w f v JIi w in v, 41 ul) As k"i I- C14 co -0 cr) cc 00 < 0 0 6% mmj� WON own I MEN Q Q joo�sr man% < z A oftoft V C) V) IP 25* 7_1_07* 0 • z CLARiNG� IMITS ( TYP. 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I 24 UNITS FFE=4,43.0 CP u SWAM ---------- 46.3 TUP 76-5wal 1,01T L L C, P'R,!71 LkVO 1'4C 1f -08 2726, PC= Oil r oe m rz, Cl M A T C W;-Ytal N- E SEE SHEET G'-1 /I /lF 443 Y, CF z 0 U) w Q� z 5 a. u') C) LO cy) w w 00 6i z ui F- a m < z < 0 0 w 0 0 IZ3IA V) N 114, CO ci c CL v o tv °� r uj �- w co CN fl 1;5 2 2 Ln > z w CL w 0 z < CN M W CL :E w > z LJJ u') C) LO cy) w w 00 6i z ui F- a m < z < 0 0 w 0 0 IZ3IA V) N 114, CO ci c CL v o tv °� r uj �- w co CN fl 1;5 2 2 Ln > z w CL z w W CL :E w > z LJJ w (/) CL 2 a - z T W� LL — D W z LL w < w co u') C) LO cy) w w 00 6i z ui F- a m < z < 0 0 w 0 0 IZ3IA V) N 114, CO ci c CL v o tv °� r uj �- w co CN fl 1;5 2 2 Ln INTERSTATE w - 'Y { � T 1 ti M1, `Y t -, n.. _ _ 4 y1-Y -v ,, + y _ _ `m- 1 _ - w...,... _. Y t_ Z t i i 1 i 1 i LLI L- J O C.L.w X ❑ 05 i U _ S� --• _ . - _ _ .. — . . < 0 Z w I ft ] �� ,iJx ti '� "4..t./.-R.. `��y `~~ i1 � V' W'^r^+.. � ^,- -•`.,. F ✓ � � � W � W � W `✓ ` � • ( ery� f S +1001 1 t ' J �` 0 i'� ~ WETLAND ~ ❑ - (t LL \1/ � 14/ ,._ W O LL Z �/�'] .. �. � U i 'r f J� t Lo t _ cf) Lu \ - J ( f "' J % { - � v �. ' ❑ W U _TED — _ _ . _ _ �.- --- -'"'" T 41IA el z FIN .t + y. FAQ,I, -11'Y 1D: 2_'27.1 ! � >t .. I t ;� � .. ...... . -.✓ Y - _.. .._ — psi (� ._.__— _,.__ —Q.9__ � V Lu �����M�MJJJ /A'� l , 1 � (yQ ( - TREE SAVE / i d • CLEARING LIMITS (TYP.) °v"V� ,r --v"v" ' <-1.- r-... `rY ` ,d,'r+ °•;''� % I P % ') a r 0000 r ,• E . \ 431.09 CL VA Zi 1 [ 1 i f LQ Lu CL 4ATCH LI` - SEE SSE ,fi C -1 1 A Sao =pop --- _.....'4`15'- ,,..- - ° f _ � i F � � /� .. � � r • �� � _.,ter "��I v: DENOTES STEEP SLOPE LIMITS 29 10' 0 20' 40' 60' (PER ALBEMARLE COUNTY "'STEEP SLOPE E„ OVERLAY DISTRICT MAP ") C SCALE 1 "= 20' _-_ '_- _- -______-__________'-_ uj CL --------- ------ ------------ ---------------------- INTERSTATE 64 ------ -_ jI LL CL 0 CD CLEARING LIMITS Foo ORY 08 272�, PC 079 NITS zo/vE0.11, FFLFV. 165,65 N 38903,18.8, IP 443 tj mama*= DENOTES STEEP SLOPE LIMITS 20' 10, 0 (PER ALBEMARLE COUNTY "STEEP SLOPE OVERLAY DISTRICT MAP") --_-' ^ co Lu Lu l?Q CL Lu uj 9� i i � �f h EXISTING LANDCOVER MAP TOTAL SITE AREA = 16.518 AC ( 719,520 S.F.) EX. FORESTED AREA/ OPEN SPACE = 689,770 S.F. (15.835 AC) = 95.87 % EX. IMPERVIOUS AREA= 8749 S.F. (0.20 AC) EX. IMPERVIOUS POND AREA= 21,060 S.F. (0.48 AC) = 2.93 % PROPOSED LANDCOVER MAP TOTAL SITE AREA = 16.518 AC (719,520 S, F. ) PROP. FORESTED AREA/ OPEN SPACE = 157,795 S.F. (3,62 AC) = 21.9 PROP. IMPERVIOUS AREA= 223,291 S.F. (5 -13 AC) + 20,042 S.F.(SIDEWALK) (0.46 AC) ® = 33.8 % PROP. IMPERVIOUS POND AREA= 21,060 S.F. (0.48 AC) 2.9 % PROP. MANAGED TURF AREA= 297,332 S.F. (6.83 AC) I I = 41.3 SITE STATISTICS PROPOSED IMPERVIOUS AREA: 5.66 AC t POND AREA: 0.90 AC ± TREE SAVE AREA: 2.0 AC ± PERCENT IMPERVIOUS = 34.3% 100 0 100 200 SCALE IN FEET z O U) W a z a b- z Al U- w o Z M U) t-- o o ¢ n `U T. s U CL a_ < to F- O WO > w U) Q- I� F— z 2/ Fn D 0 O W �W WM W Q- s } f ; t rte. 21 Y C/J i i � �f h EXISTING LANDCOVER MAP TOTAL SITE AREA = 16.518 AC ( 719,520 S.F.) EX. FORESTED AREA/ OPEN SPACE = 689,770 S.F. (15.835 AC) = 95.87 % EX. IMPERVIOUS AREA= 8749 S.F. (0.20 AC) EX. IMPERVIOUS POND AREA= 21,060 S.F. (0.48 AC) = 2.93 % PROPOSED LANDCOVER MAP TOTAL SITE AREA = 16.518 AC (719,520 S, F. ) PROP. FORESTED AREA/ OPEN SPACE = 157,795 S.F. (3,62 AC) = 21.9 PROP. IMPERVIOUS AREA= 223,291 S.F. (5 -13 AC) + 20,042 S.F.(SIDEWALK) (0.46 AC) ® = 33.8 % PROP. IMPERVIOUS POND AREA= 21,060 S.F. (0.48 AC) 2.9 % PROP. MANAGED TURF AREA= 297,332 S.F. (6.83 AC) I I = 41.3 SITE STATISTICS PROPOSED IMPERVIOUS AREA: 5.66 AC t POND AREA: 0.90 AC ± TREE SAVE AREA: 2.0 AC ± PERCENT IMPERVIOUS = 34.3% 100 0 100 200 SCALE IN FEET z O U) W a z a b- z Al U- w o Z M U) t-- o o ¢ n `U T. s U CL M L0 N U 0 co L 0 M iY 4 Q W Y ©o W Z 1W- Ca W Q m W U U 3 A (51 z Ifoo m 4 M rt- co W von ° tZ Q) t- X1.1 N � w � w m �! q Lu t G u c 0 U q II7 C ui z U) CL a_ < to F- O WO > w U) Q- I� F— z 2/ Fn D 0 O W �W WM W Q- L0 N U 0 co L 0 M iY 4 Q W Y ©o W Z 1W- Ca W Q m W U U 3 A (51 z Ifoo m 4 M rt- co W von ° tZ Q) t- X1.1 N � w � w m �! q Lu t G u c 0 U q II7 C ui i �k va� - � rr �.� -�N $. / �"1ING VEGMrHON f TO REMAIN Oj `— � � t — ^ (2 2) PA RING ID T SC RESTING SHRUB 0 CD I } S T R E E T N 0 25 50 100 mate r s t r e e t s t u d i o landscape architecture I civil engineering 418 E Main Street 434.295.8377 Charlottesville, VA 22902 W o.1. P CE 1638 1 pmfessionalseal T. SHAIIENBERG ER pmjectmanager P. PRIC E pmjectteam MT I H S PIA C E projectname DO MINIO N REAMY PARTNERS client 5TFI SIRFEP C HARID T ESVRIF. VIRGINIA pmje c t a ddre ss 1444.00 proje c t numb e r INIIIAL SHE PLAN & A.R.B. SUBMTML pmjectphase FFBRUARY2, 2015 issue date re visio ns O VERAIL PIANU*�G PIAN she e t title sheet number 2 "x2 "x6' MIN. HARDWO ( SIAM. USE 2 STARS F TREE AND SET O UISJ ROOT PAC KA 3" DO UBIE SHREDD HARDWO O D MULL TAPER ATTRUNK MUD TO WITHIN 2" OF TRU IN PLANTING AREA REMOVE AIL W IRI SIRING FROM RO O M AND AIL BURLAP FR( TOP3/ 0FRO0M NATIVE BAC EF L S( AMENDED WTIH 1 ORGANIC COMPC COMPACT„_, TD FORM PEDESTAL TO PREVENT SEITLING 3 X RO O TRAIL DIAMETER, MINIMUM 01 'TREE STAKING DETAIL - SEC "HO N L1.02 1 SCALE: N.T.S. affe-Tex J MODW o 1101 DI 13 0 III All .:�_I�••I �• RO UG HEN SIDES OF PUNTING HOIE PULL O R WASH PO TDNG MIX AND RO O TMATAPARTTU DIREC TTHE O LATER RO O TS INTO THE ADJAC ENT SO IL DO NO TLEAVE C IRC LING RO O TS AGAINST THE ROOT BAIL NATIVE BAC KFILL SO R AMENDED WITH 15% DECO MPO SED ORGANIC COMPOST 2 X RO O TRAIL DIAMETER, MINIMUM 11 1' D • IONW881514 1 • L1.02 I SC ALE: N.T.S. WED 4" O RG ANU C O MPO ST TIMID INTO TO P 6" O F TO PSO IL PRO FILE TO CREATE A 10" MODIFIED ROOTZONI. ONSIMIM31 "I SCARIFY FAC E 0 F SUBG RADE PRIO R'10 APPLIC AMO N O F TO PSO IL 111 STRAPPING, ARBO RTE OR • VED I• UTV., LO •'III TO I PER TREE, NAIL •' STAPLE •11. )P OFROOTCROWN 2" TE ADJAC ENT G RADE E SO IL SURFAC E TO PRO VIDE LMEIER WATERING RING FINISH G RADE RO UG HEN SIDES O F PUNTING HO LE TREE PITDEPTH =RO O TRAIL DEPTH MEASURE BEFORE DIGGING TO AVO ID O VEREXC AVATIO N DRIVE STALES 6" TO V -0" INTO UNDISTURBED SOIL BELO W RO O TRAIL SETTOP OFROOTCROWN 2" ABOVE ADJAC ENTG RADE SHAPE SO IL SURFAC E70 PROVIDE T DIAMETER, WATER NG RING FINISH G BADE 1'II 111.1 '•• 1:• I11'li MEASURE ]REED DIG G ING TO • ID • VEREXC AVA110 PREPARE SUBSO IL TO ED ' PEDESTAL10 II 1 I RIP WITH SING LE-10 O TH RIPPER O R OTHER MECHANICALMEANS 26" DEPTH O F DEC O MPAC TED SO IL PRIO R TO APPLiC ATIO N 0FSOI11� SCARIFYFACE0F SUBG RADE SUBG BADE 1' • ' 1' C ' 11 • I 1 • 11.02 1 SCALE: 1" = V -0" it PLANT SCHEDULE QTY. I SYMBOL IScientific Name 1 Large Shade Tree (3 1/2" cal.) per 35 Linear Feet of Road Frontage lCommon Name ISize ISpacing 1580 Linear Feet I Root I Notes 45 Large Shade Trees 110 Year Canopy TREES Provided: 22 Flowering Ornamental Trees Existing trees to remain to satisfy remainder of requirement 89 Evergreen Screening Tree 4' Ht. 150.C. B &B 75 34 Flowering Ornamental Tree 8' Ht. AS SHOWN B &B 125 48 Large Interior Parking Lot Tree 2 1 /2" !Cal. AS SHOWN B &B 350 87 Large Perimeter Parking Lot Tree 3 1 /2" +Cal. 40' Q.C. B &B 450 35 Large Street Tree 3 1 /2" Cal. 35' O.C. B &B 450 SHRUBS 53 Evergreen Screening Shrub 1.5' Ht. 5' O.C. CONT. 56 Parking Lot Screening Shrub 2' Ht. 30.C. CONT. NO `IE: ALL SIZE PLANTING S O F TREES AND SHRUBS SHALL BE AUD WED 10 REAC H, AND BE MAINTAINED AT, MATURE HELG HT. THE 'ID PPING O F TREES IS PRO HIBTIED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND O NLY TO SUPPO RTTHE O VERAIL HEALTH O F THE PLANT County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111 -284 -111 -297 for complete specifications) I . The following items shall be shown on the plan: ❑ Trees to be saved: ❑ Limits of clearing (outside dripline of trees to be saved): ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be pennitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground Level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a constriction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchina and 'funneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WiTH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page l of 1 LANDSCAPE CALCULATIONS Entrance Corridor Road Frontage Requirement: 1 Large Shade Tree (3 1/2" cal.) per 35 Linear Feet of Road Frontage 673,873 Flowering Ornamental Trees interspersed among Large Shade Trees 36,640 1580 Linear Feet Fth Street !Required: 45 Large Shade Trees fProvided: 18 Large Shade Trees Provided: 22 Flowering Ornamental Trees Existing trees to remain to satisfy remainder of requirement 1550 Linear Feet !Interstate 64 fRegvired: 44 Large Shade Trees fProvided: 17 Large Shade Trees 12 Flowering Ornamental Trees Existing trees to remain to satisfy remainder of requirement Parking Lot Trees Requirement: 1 Large Shade Tree per 40 Linear Feet of Parking Lot Perimeter i Large Shade Tree per 10 Parking Spaces Cd-j Parking Lot Interior Parking Spaces 383 RRequired: 38 Large Shade Trees @ Parking Lot Interior fProvided: 48 Large Shade Trees @ Parking Lot Interior Tree Canopy Requirement: 10% of Total Area [Iio tai Area 555,910 j (Grass Site Area 673,873 (( -) Rec. Areas 36,640 Pond Area 39,204 Wetland Area 42,119 Required: 55,591 Provided: 198,521 ( +) Tree Save 92,717 ( +) Canopy Bonus 23,174 ( +) Proposed Trees 82,625 orate r s t reel c.ft ;�ncj >ea;ae lecture I C v erFineerinc; q 41S E SLfl'r`_.t ll v f L .V1 P CE D o. 163k '- PE A�`1 professionaIseaI T. SHAHENBERG ER project manager P. PRIC E projectteam 111F 3 S ' PIA C E projectname DOMINION REALrIY PARTNERS client 5TH ST= C HARD TIESVM VIRG INIA p roje c t a d d re ss 1444.00 projec t number INIITAL SITE PIAN & A.R.B. SUBMITTAL projectphase FEBRUARY 2, 2015 issue d a to re visio ns PIANT SC HIDUIF, C ALC UTA7I0 NS, & DETAILS she e t title 12*01 she et number wmmao-e scneawe Symbol Qty Label L. L. —..@6K LLF Lum. Lameea a 4K (WIN LLF) Oeacrlplioa Filename Lum. Watts Total Watts ho ] — 16178 0 920 14883 VP- L -HNB- 180-T VP- L -80NB- 180 -n— 180 1260 to 14 VP3 1] 126 0.920 16768 VP- L4ONB- 190 -T34K VP -L BONB 180- T3.ies 180 2520 11 11 t3 VP3 -2g 1]126 0.920 15]56 VP- LAONB- 190 -n— VP- L-80NB- 180 -n.les 180 4680 1 VP3 -2L 1]126 0 920 16166 VP- L -80NB- 190 -T3dK VP -L -BONG- 180- T3.ies t80 360 INTERSTATE 64 G.o to ?., fio ho t, to to 3.. to �, to bo to fio t, to to ba to ha ;., t, to t, b, bn to to t, t, t to ho to t, to b° 'b to x, to to b, t, to t• b° ho x> to to to 30 9n► , t..to • t, to to to t, fio to t, t, t., ho t, hn b, fio ', to t, to to to ho to to R: to to to t, to to to ty • °f•• ,o Ro fio bto to t, to t �" Sc,.. � to b° to ho h, to h, to ao ho h° to a, ha to t, h, to to to to to fio h° 4, to to h° ho t.n bo ho to h° to to ho ao • � t, o to bo to fia io ho to to to to t, ho ba to t, to ho to ho Ac to to fio b, fio to to h° t, bo to t, to t, to fio tr to t• t, to t, to to R"a.° 3, to ao to to t, t, , to ho Ar to to t., 5,• La to t., to t..r t, to to to to to t ... to to b.> h° to fio t., to S° to to to t, to to bo to t.:r t. t, b° bo bo to t, o to to �• to t, to to a to ho t, to to i t, to to to hn to to to to b° to to 3o fio ha to t, ', ho bo t., ?., t, to t, to to To t, ho to to t, to t, t t, t, to to to to I • t� x, t> bo ho fit., to tc „ t, to bo t, to to ? 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SHALLENBERGER project manager P. PRICE project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number INITIAL SITE PLAN & A.R.B. SUBMITTAL project phase FEBRUARY 2, 2015 issue date revisions OVERALL LIGHTING PLAN sheet title • sheet number l:.:1 9:I ICf) � � ) � S " = 7 I Catalog Number: VP-L-80NB-180-4K-T2-XXX-RA-)XXX Notes: Type: V P2 LV - CENTRAL 15-17472 Submitted by Lighting Virginia- entral Catalog Number: VP-L-80NB-1 80-4K-T2-XXX-RA-XXX Notes: Type: �: VP2 LV - CENTRAL 15-174 72 Submitted by Lighting Virginia- entral - - Catalog Number: `V`P-L-80NB-180-4K-T2-XXX-RA-XXX Notes: - Type: VP2 LV - CENTRAL 15-17472 - Submitted by Lighting Virginia- Central . - . - . - Catalog Number: SNS-1640-1 1-A8-AB-DM19 Notes: . Type: SGL POLE LV - CE NT RAL 1 5-17472 , . Submitted by Lighting Virginia-Central i Allf, 11 1. iro .. LIGHTING I : VIRGINIA 10 I 4q,l Job Name: 5th Street Apartments . � : A& ii. I � . : " ,; LIGHTING :.. . .. � . VIRGINIA � ,%*.o-,, .. •, Job Name: 5th Street Apartments 1 Tio ::: �0""" LIGHTING i VIRGINIA :i,,r,?.fil-, e. , b Name: 5th Street Apartments I ;pA,W" Job ,; LIGHTING 5th .. :1 ., VIRGINIA � ,%,"'J, ::::::::: Name: Street Apartments I I IDA hitp:,';%N%vi%,da,rk,;ky,t,rL,Conipoii<vlt, (sa,-?-. ieN,vl�!product_,detail&ct)tnpl.)g ... r - Doing I �1�i_y .1 - 1 -1 - __­ _­­­_.________­ - I ____ - - __ _ - - - __ __ rev. 10.1 b.2014 VIPER - LARGE (LED) BEAMN IMI7 — Lafqc! Viper Lun-finaire 0 Max Weight: 25.0 Ibis wNitpa.beaconproducts.corn Max EPA: I sq ft E ___ rev� 10. 1 6 2014 VIPER - LARGE (LED) --, _11!k7 — Large Viper Lumirtaire BMAMN It ­­ t - Weight 25.0 lobs 0 Max We - I sq q Max EPA. - � l:_t:: . , �, : llllil:lil::: ::: i \ I I I I ' : , t I I :.**-- ,internationa ::: �� I "t I • i I i ; i I 1 -- /Dark-Sky I I 1 , I : : I- I : ,Ll.!) Associ fol ation ., T � -7 l: �:: i I , ,��i�������������: I � i . ill: illill: lilill:: � : I - ----.-- I 1 0 DM28 ED-[::) � -11 //1 01 91 T ❑ DM29 �= 0 DM30 CD2= 0 DW49 + -------- _ " " I - -, , - 0 ) /- l" - ) , i ' � I� - �3' \1� I � � "I I l 1�11 I I .. � I i'-?--', 1 'I �- 90: - , " ; t � I ,__ , , -t- i I i . : I i - __ - - ___ - ______.__.._ _-, - - - ______. Sla,rlpla ,/P_! 96NB-280 5K 75P UNV Pciq-TL W2 BBT - . Ordering VPi , 8ONS-180 / 4K i T2 / XXX'. " 11 i RA XXX - � - General: The Beac�art Vip, f lui I., avarable o ltw, ,azes with a tvide chrituc of Surge Protoirctor. The on board st,rge protector Sliall be a UL reoc)9nized cornpcni different LED �Iiiatlage cc,trigiralions ll olaticaj ,J,Stnr�jtlors de$1gr`10d 10 Fefol0l;e HID for trip Undec. Slates and Canada and liave a Burg :: current rating of 20,000 Amps . -J,'20 I ;S,,c tvave The LSP shall have a cla tontin, liftel mounting ter application 11) losing Ite indu"Iry star dad � furting volitace O" , .,4uptolO(A)�'V�',IHo,HPSa�,vd,w,th5, _ oplons to , Je variety 0 new i--xfsflN installations. Lurrilinwres are suitable to(wo locations 825V and surge rating uf 540J Thu case shall be a 1-i9fl-ta-inperalure. flarrie,es,stalill Ij ,x� _ I . � ..� �: I � : .11 i . . ...; lll� �:� � � � I ::.:::: , : i I 1: ,:.:. �: I _____] * * * I I I : i 0 r20R 2 3/0 00) I , . ❑ T25R 2 7/8 00 C ) , , " ,-),-,- i0lf',,­-F", " - - , - _" I � (_ -) , � - _11 L - 0 __ (51 A B C D E F G H Bezel optic system: Eacil vifwf lurtjr�tolrc tl,; �jnpjA('l wit!] ill o1XI ptece''Itrucal QIr plastic efIcsi;,S.Jre. i * : ❑ T30R (3 1/2. 00) - ------A(- tridge system cons,sting cl, ;,in � ED ring,ne, t FD 1,,unp�� ,:,)l g�l arid ',�Iainljl Fasteners: AJI fasteners Shall bes;alnress steel V'Vh�n lat-ol resistant fasteners are � : : i I DETAILS A. MODEL G. $1ENSOR OFYTIO14S VP-L Virkir - Large Ocs; oCcup;3ricy sensor orvott I I Ill mc,tion dirlimwoollt detoclor I .`1 11 W i 11 B. ENGINE-WATTS � 'I �"El . � � 64114B-11136 135,Atitts LED array G. HIIOUSE SIDE SHIELD OPTIONS steel bezel. The canl xi hlri toWther with internal brass Standoffs solclarcv,l tc, the required, spanner HID ;'snake eyel style shall be providetJ sprr,,al tool required. COnsullt ocard &,J lhat ,I , C,3f bin field mplacedas a one pece lopljoal systern Two-pool. Silicone factory). at I - aridni,cro-ceito Oyuret�v�rx,ic,.�i,-tig�iskeieti�,kiroS�AwPat�*,*[)'CofSe,�iarl,)t,i�owch indmal LED Color Rendering Index [Cll Lunninarresnall hu,,cill n-Vnivilum (-,RI of C�l at 5WOK The optical cartridge is secured to 0* rl,45 Cars! hominn with faistiorlef7 The 00cs are Operating Environment: Shall be able In operate m,rrnaiI,,,n ambient tPMpSr8tL1rP�S I � rjefd in place w1h(iul file lisp of adhesives. The canridge I assemblys available varilcit,s from Ali to,10�C . ' D rghtitig, Distributions using 7 IR oul�lsg,*d ai�,Vt,' opt,l leriseli Over each LE , : INTERNATIONAL i I � � I DARK-SKY I � da ASSOCIATION � I APPIKMD DMK SO FMI40LY FxTM � I 1 I i I POLE OPTIONS DRILLED FOR SINGLE ARM (DM19) ; 1 � � I � I I A,lr --f - , 1__ � - _. - -_ ,,,, t -, ,t J — i le. t I - - - - . . I I--- ­1 - - 4 I ir, 11, ('Jestri,sli 64NB-190 1190 Vtialts - LED array HSSl;-90 hc,us�� � I I � I WNBAW I W, Vh7t-s- 7_07-irr-a-y 1 HS%-180 hou,o � �__ ,� I 11 sil* Ithieful 1&1,'* � '�, i - � ­ - _ .a; 1 . ­ - ­­­ 11 ". � . MNS-235 23.e Waits , LED array BLC� haclIgitt control �' __ i ll� L -_ ­ _I ViialtS 'N�__ "i � /`_ : I ii"', 96NB-220 221i _ Eozrralv � Finish.* Finish shall be a Bearote v jYjtyesler poivcle, coal elil statically spotted Lifjsshlietd� Circuit. T� (ffrr,,,� circuit shall protect the lurilitiare trorn excessiv* Tempera- arid 1hefaw.rcured- Eleaccite V Ii shall c,onsisl of a 1i stage istosphate chemical lure by tIlterit)(CinfitAllth 911� 1) 10V dirrhrafbedrfven. !,it reduce drive-current is nel,,essarV proortrosailmeM eg4mer, stafln a do�yrner Primer Seiler. oven dry off, arid top crated with, I suptll, 1(';I(,, lx*t)%fa1 I-x)wdjjr c4list nl,�,� Thn finish shalinioul ther AAM11), The. faclory-rrierset tprmperaiure limits shall be 0-signed to WISufla maximum hours of ,,, , It ..... I 1,o,ilt, operat�ot-.toaswreL7C)rltc,JIL,,e i,)ri,riai,itf�,�iru.,�i ll,(.idt,,t(,,,ti�l!�lac,t,at,',,,,Iasl-,Clcdl�:, 605 2 perforivat-1 &pecificLit,of I wl jiljn indude,_ passing ,it 30W hour salt spw; tesit factooy-p,oset ternp -IV el power over a finite lerripe,rature -fee arid resists crar loss of adhesion per ASTM D522 arjj:� 'eraltirta, "Arid progress" for Corrosion resistance *,trg of lo, ant. I resists surlace impaids Of tip to 160 fnch-p�xjni IR%5.70r, 0 M • • � Product Detail Click he to go on search result page. i i i I I PAINTED TO MATCH BEACON FINISH TO BE DETERMINED XXX PC () BASE PLATE DETAIL I -1 - � i -1 , — r'' , - " I,_ , __ I \ � i i _ _-) 96NB-280 280 Wafts - LED array 1. MaXARING OPTIONS mvw�"/_J] I IRA rriclarigu17'r T'llp, C. CCT - COLOR TEMP SIF2 2 3,13- 0D slip - fitter i A lunittraret ecti4cipeo WIT) 11i de_Vl�e fT)a'v hire reo;ably operated in ani, arnbient tp,n, Agency Certification: The 11.1"Itnalle shall 1 -;ear a (-,SA label and be marked sutaUe f,w I perature' p to 55'0 J13l,fl, The thermal circut voll alf7w higher rra�imufn Wattages wet location-, The Beacon VIDer is approved by the International Dark-Sk,i a3soclartlorin " I Itian,would be perrillssi on an oinKpated luminillure (11 Sonlo- ,airatort n 1,41ol ol a-, a dark 51ky li 10ure I I Company Beacon Products Name: ; I I i ANCHOR BOLTS (AB) I - A,',�,,lt­�''.el� - PRO-JEC11ON: 4" MIN i 11 5" MAx t MOUNTING OPTIONS 5K 50&DK isid.1 PK2! 2 3, 6" ad,pstable knucRic ----I 14K 4000K we "Jii bra(;kall - i A ,, I , I 3K Xk'�'X ­ J. COLOR (Select finish) : „ , D. OPTICS esTr basic black textured is DWMISSInflii). without ni of premature LED Write o, Itirrier, deprolociatton, 0it-wrat.- shaii be smorNll and urrc$et,,,r:ialtX­ to Ifie eye. 11,e,niai orcud sh-4 d1reCrY Weasi'W VloH Warranty: Beacon lum,nailes fealurell 5 veaf imiled warranty. Beacon LED lurrorlaress, Poll LED spider �xvil Tht�.riniii orcult r,hal coonsr,,;i�,.�f F.,Irface MOUnted wtff', LED arrays feabire a F� year aritted,ovarrenly, ayvenriq the LED arrays� t-ED drirvoar�s lentiperatru ul � components rriountedor 1)(, LED eagine (printed dircuill boardl. l'ofmaxifflunit SIMN-city are co, ed Nar an � 'e'ed bit, a 5,,&,ji ImirId warranty, PIR sensors catty a 5 year limit , r 1) i and reliability. the device Shall have no dedicated ef-ickysure. uticuit board wiring harness, trolin the sl n-'anulacir ro See ,,'Vananry InJormatic,i Dr, vvww,b,,,io0np,odrjct3; , gai-Joits. o7 Inwrl.aWl Lk I,,lc0, �Iihali -save rwicnwinq rwrls, arid Shall ope'atf. e0irety 'It ,--in complete acitiAs and MIUS(XIS I low voli The demx'. shijil I,* lorAted n at) area olf ifloe lum,naire that is prolecled � It,,,,, it)(" faturrr"nts. JNmilal urcijt sh�i#i ino,insigni tc, 'fail coli", allowing the luminaire Power /Lumens & Distrulautions Website: htw1tw000livor.beaccinproducts,com Model Name. Viper series Application Area, Parking, Security, Architectural, Pathway 5. I : i i . I I I : i t � I I - I � �', I , It N I �� ".1, V, .: l-, -1; 4' , 4' r, • ; I,', . 1 - ANCHOR DOLT TEMPLATE: L AST-850-4 I - FULLY GALVANIZED PER: i ASTM A -153 ) I ____ , it), --I , I TI ly,-- I BM'Tr rack Platte lextilrEd NEI' Vi,. i't"'; �,,r to revert lo ful powri in the event Of art vilr,rrublon of its pavviET Supply, r,r fai st,inng Goi �;Ijot to •ho cmii,& I Type, I 1 ANCHOR BOLT DETAIL I T2 Ispe 1: 1 VMIT Niolle iulturild I T3 tyop Ill MB1r "nelilific. brc4l'-f, fifixtnwril 2 , I � , 2. 1 I Device ,shErl he able to co-east win alh,:, 10- IOV cont,of devices focc�jpancy sensors. 1: 1. ..", ,.­....rr r. . , , i 1. I ,. i ..'.,". I I Ik .3k:rr 111,1,iiii,ir: .11 . XXI 35r,l iill 2WO- , �:Iii: : !�: ...; I .. .. �: .: li I 13t�q: r _:i�,lXli::;, I, l � - . : : :;� 1: ­ V : : :;: , � . 1. I.,. I,. �­ � , 1 externaId,rTrNeirs, etc.;. Thooldevil villieffeclivoV contfol. llr�e $bWaf'pont temperature as :­s­;;� :: 1:�:!: ......... 11 : , r��� I I Source Type: LED : � t i WIND (MPH) BID so 100 EPA 9.6 6.7 4.5 T4 type N BZT" tirorize textuftrd T5R type V, rnC.t3ngUlX DBTr dark nialonze textured I00 - I T50M type `v. square mpOkurn GYS gray Smooth 40 needed, otherwise owill allow the ct�� control di,v;i to fiflivior) unnipedo-1. 60ts 71,10 7w,cl �71401_ ,V -Z,4 _1�j 7' ?a I Printed Circuit Board (PII Ationintint thernial cindUDaid w4t) 0.062'thick aluminum l�����������.",.����i������;�����]�����l�:��":����:�::::i:i:�i�:�iii?OW��1SiR����i���i������!93�.. i��:�:�:���:������:�i�:���i���i�������r���������i�i�i�i�i������:��:��I baSe layer, the,malb, conductive dlo*x�ttc ajor, CD014' ffre:* copp(,�r circuit laye, air- &.NB 2,$�, ?IXXX_.­ '14r, 8F. ,,f3 7997�1 Product Aftommmain Image, : i i I ; i WEIGHT 24C 167 150 - , n , - F - I TSW lym IV. round wide DPS 11luk;:41hruil) sll*Otli� I FIR front tow auto 01111C GNir gleel) lexturw - 0 0 'D I I I M$1r Inelaill't", sliver ioxturtlxj I E. VOLTAGE MTIT inctaloc titartimi) iptotortxI . , � 4, � UNV 120,2'i 7V OwIll Vd wont xo,q I 11 34TV 347V RAL ------.-,--. I I I 480V 4WYV SELECT _________ I I—, I t7! 44����� , ­1 ---- ---- 1.1111-11111- __ _ ---------- I -T I VOLTAGE SELECT . U I I I FINISH F. ELECTRICAL OPTIONS I PCFHTL phoToc:el, twisl-lock. 1, , , - -1 a impedance across detect 1.1.1d. iiiiiiilll�� �7 ... ­­r_­J I r ; r r cult layet cew-­ed with CoPper pours to riii thurrin I imp Fic, i: � I:Iii:420 � iiiii:! 2 K, � :�:, : , :: r, r I 1,1 ;; r ii, � ...... ; ::: : .1 I : I � I liiiiii: 192 % 1:1 : . I I iiiiiii: . �,� . : �: xiii: " :::: . ?P::�iiii: : :::� Board will be it ,ouT ffed ! o the heat sit*. usl n intri ni 12 #4 -40 screws I a ensure COP i:l:�,�:� ::;:::::: : ::::::::: : ::: ::::: . � I .1 : :!:: �; I ,tiiiii ::: : �. � :: ��; ::: i:;::�, :: r : ::: i led writ. itlerrrol Pad and fica! Sick. Lisp of thermal will joi be allowed lWN8 -1 I'l �'471'f 2F ,IX. "j-11 16 Ttl TM21 ,, ft., ­,S, -,­) fl, �akllq I, M i a .-d,,tiok111,J utl,ioful -LU hielfl,II1,100: � Housing and LED Thermal Mentrogernenti Trio Vrprirr' rr-�,nojlhic, hoLising do.sign crc- t"'s I �M�.A'7. �.ir, 1',� !e�j L,I.flr -�1�11,,Il) Ua��J ( I t. T1 , •- ,,� t � 1 1; i t ttit �, �,,, t �" �l Ill _01 -oil Viper) or 7 7 sq,,,are feel (large Viper) of heat sinking Sur- JJ1�,,PIf,t1l,tj I' �,4 " �,l�(1!"�u�3i:geaspeL,�,.�ct!�xt,-y,,, ates ovi,, 11,5 square feet �,qi . I I'll R%x. ,I �.�J C1,110,411 I , sedi merit and moisture P_Vlri� �Iltl Me fjoe are �,a Wfllt;al lils, r.,oint) red with flow-lbru topertings prevent IXIIICJJJ) 01-i Ctltif,31 hrNrit sinking surfaces mitlout the sf,r,x;i Icr grates. screens 04 other d�ebris iccritrol tactocs, The VIr>l hoLlsirl.g, njlaG1n0,,1i CxMT%,)arlrl and filter are made CCT (COLOR TEMP) CRI i tioni diecast aluminum lhart s pre-veated,and puwJ(,r-,;oated to tirl the most lugged Lurnent Output (Color Rendering) it idusIfy st,rdaidis, Tlit..fin,sh,s c1cwtrisjori resistant to ,neet ASTMB I 1 7, resists c lacking Multipliers I I or loss of adhesIunortr AS I It.1 D' )2_1 re,,,,sl,,, sui ,nr,w;l,,_oI up to 160 r­ich-V_X'jrId. Al (iltlernal l,irtdwarr: tl� connnit ln resistant, The 1-yousing serves asa heat•salk for the LED 5000K = 1.0 min 6/ CRI I bezel w a separate Co"Ibili 10r file &PtrefS. 1 4000K -. ,132 rnin M CEP -1 Electrical Assembly, The fixture electrical minpartn'oll shall contain all LED (Inver 3000K = ,75 min 80 CRI "MONSON � Specification ,,, � �T, Sheets: beac viper_l Spec 03212013.pdf - - - : : : : � : : i - I : I : i i ; I I l i I i i i I i i i I 1 01 I i 3.5' EXPOSED BASE I BY OTHERS OVERALL HEIGHT = 19.5 FEET I I � 1, 11; - kfLINi;,'(,, "r " rr'14'��!G' - ,�:� 0� I .o."", •5. LOADING CHART COMPONENT SPECIFICATION POLE SHAFT BASE PLATE ANCHOR BOLTS MISC. STEEL ASTM A-500 GRADE C ASTM A-36 ASTM F-1554 GRADE 55 ASTM A-36 � SPECIFICATIONS 1. ALL HARWARE TO BE GALVANIZED TO ASTM A153. 2. POLE ASSEMBLY TO BE PAINTED OR GALVANIZED . 3. ALL WELDING TO CONFORM TO AWS DI MOST RECENT EDITION. 4, POLE DESIGN IS BASED AGAINST COMMERCIAL GRADE STANDARDS. PcR_Sc pho.)tXef, sholing cap � ­ - 2PF ,,trial W,ver feed ' I -­- _­,, ­,f-­_­_ I 11 - I . D. e," - � t____J1'- "L-1 ��crrponents and shall be provided with a ousn-button tolorrymm Oioi�,, 'or Ac power conneci,ons The housings ,les,gnricl Ill- an oproval twist ock photo Control feceptaclol. DRILL PATTERN Accessibility: Attlixicii the V,per ILIMIMWC ii, tiesqni�j ,o erl)crale for ,riany, yCars with- I I ­ I � � : : : : : . I �' - I � I . I , '. . I " ­1_ ­ I ­ C,_,� ��F� I—, , : DESIGN WIND SPEEDS IN LOADING CHART INCLUDE 1.3 GUST FACTOR. 6. POLES SHOULD BE MONITORED FREQUENTLY FOR SIGNS OF HARMONIC VIBRATION, WHICH WILL CAUSE STRUCTURAL FATIGUE. CONSULT F -TO AC RY FOR A DAMPING DEVICE THAT CAN HELP MINIMIZE THE EFFECTS OF VIBRATION. I . I I � Jt - .. � IN'� -.11--l- 4_1 "I-,---- CERTIFICATIONSIUSTINGS I 1�1:11`e i'e", rr�_' ,',�,A SF, � 3'8' 00 S ru Pal.,, AN Certification Data;: LIL�cf.11, VArt L(y,;atil Listed, 0 ❑ ^ LW,79iLMR0 Coinf4czan1 G V,Irrat,ori 19 -iiiiiiiiii, Rated, DesignLighl, (Cont,ortl;rn ­,�Ualifindj accessti) q it ,� 4" F,X�jcl�:ixl lllt��Il-E cut marntenance. z _,bty,s'a koy component in it, desif I, The Dwe-r-s we trocirTed I On a rev,,ovable dcoj that rt� bec�ired with key slotted screws and hin,JOS oo:mn for conve. horn !_ t)r rxxw I (0 --- , I - I - joo� " I ­J, niell access. I tie drlvers are held repiw',oade using quirk discorini y � 0- 3, . !0" - , �, I Drivers: Luminaires are ectuippisci with an [ ED (in,var !Intl rIccx,jqs 1(1,ol ffiroti(Ill 277V, 1 , ' 50 Hz 1c, 60 Hz (UNIV,. it a driver that ar�>,lpjls;.3_1 7V rir 4WIV npot. Power tootle , is 92, 2A Ob ! 6' � I : : : I I _ �: .� : -- ._ , , ... - :_ � iet . I , , � 17, * "a. T�i`� 1 GENERAL NOTES - I - - ----- - POLE MARK /FOR APPRC)"ol 1 � 1, I % C., 'tote - -- ---------------._ 'L - ___ __ � ol­­., lr�­ - .- ",!,�i,,i,i--,,.-,.�c,.t�,6:NEI 1�_�*-, ­_­­ ___ _­ I I— 1. I I,; �,_ I ,_;_ L;,;� " _�, ­,i it,acirw, 4 �A 7V � 480VIn, A __ - LI,-.,,ql1Lk;t,tS 1,�t,tn�l,,,ir, Quarllcd� Pme, ti, ,V­',Xt�Jl1fiq�ti.<,q (>uzi;,hVJL­.xJ�1,i ,v� . !,*, 1� '.. d'o" ✓ ­ roc' Fa hr ,A,,,l.t1;!'d(,!r ­' i 7 �,!,, (,,,� I R., F­_i­ Wit, a, Acfl 1 i4 1 at kill load, All dolctilral rowponents are rated at 50.f_'xX) hours at fj! ,),ad and 25`1­, am- fll�rmrtqml � bient cc,ndrlions per MIL, 2 1 ;F Notice 2 Dtmm�ng drivers are Standald, with bonnec-tiOnS - I - -1- I � Vrr' for extelirtclid,nirrifing ematupriler)l available upor, rea,jest. C�oil�'"�elt-',O-��O(���K'.4lent,�ir- lm ..... 111-1111 ­ Orr FIC lef . I ,rig wt lhp urninaire. may catiy no clue than 80!�`� of rated load alrd,is hSled bv UL. for , . 01� n" , - I it,, ustj at 43,k)DIVAC at 50'C Cx higher Pitig dismnlieds arer isttill hv LJL lot Use at 64�) VAC, , -- , 0W Pc,fe - 13,A or t rlg�ier 13A rating applies to primary IACi side only Due to cur continued efforts torti cut Wodi producl sperrtcati�i ate subject to change .otho,r r.t., I - CCT Options: 3000K,4000K,5000K Available - Bug: --- - - -40 • /*,�on __ - ____ ATTRUX:W z;11110- Lif epole AMERICA\ LITE VOLE Iwo s M.11 FN� SUIT F IN) '�Oltf WORTILIA i6l(Y) s I 11)24�3082 ?If 81 7.924-7044 FAX - I 05/10/07 BM - NONE R 11 C'f)\ I I DEN I Lott .. 1� l,o,oe,1Ii_r,0n1� t'i ­-­. "�ftX-­_1_c ovill ­­= SQUARE STRAIGHT STEEL 5 2041 ­9tri Avenue. Circle East Bradenton, If 34203 Phone; (800) 345 4928 Fax J94 1 l 7,51,5535 ORDERING I M.41 58th Avenut) (;ircle Fast BrIdPrIton, fl 34203 Phone: (80D 345-4928 Fax: �q4l) 751-5535 SPECIFICAT"ION � �11A101-cl-11.11-­_W�,,, �_ 1, M1�11ililim,,"'c"11,7�1cor, -cr -11 -_ I ,ZRIIVI 1 16' X 4" X I I GA SNS 1&-40-11 -AB _ . Submitted by Lightlirrot Virginia-Central Catalog Number: Type: � I X -L-80NB-1 80-4K-T3-XXX-RA- ::: Tllooi Job Name: (2)VP . -2B :� LIGHTING 5th Street Apartments XXX VP3 � VIRGINIA Notes: I'll ,?Nf-VV I LV, CENTRAL15-17472 ,�`r . .1 - - ht Virg - entral Catalog Number: Type: Submitted by Li . inia . ,. .OAA4,t Job Name: SNS-1 6-40-1 1-AS-PG(XXX)-DM28 l �:: l . Apartments ��i LIGHTING 5th Street Apart 2B POLE �:.,. VIRGINIA Notes: :: :.:l� .10? 111� 'l LV - CENTRALI!i-117472 ::::1: l:::, . - I I Submitted b Li Ming Virgin ia-Cent ral Catalog Number: Type: . I OA#4, Job Name: (2)VP-L-801"oo[B-180-4K-T3-XXX-RA- : LIGHTING 5th Street Apartments XXX VP3-2B 11 I VIRGINIA Notes: ,, ,,,�� :, R LV - CENTRAL15-17472 Submitted by Lighting Virginia- entral Catalog Number: Type: 1. ,4 ........... �P^,' Job Name: X; 1P (2)VP-L-80NB-180-4K-T3-XXX-RA- :i: i :X �ll LIGHTING 5th Street Apartments XXX VP3-2B : �, 'VIRGINIA Notes: r,..;.. ,. ,�Jxjtlolfl"V 11 , "I".. LV - CENTRAL15-17'472 IDA hill It :ii %4 %% m Aark.%ky. jjrjf.Iocoa in rijj,jlc11t,'I',.jj'!viol twod tic( detail&comprog... - - 0 DMI9 O"i i 8j - - I , mommommomomr - rev. 10.16,2014 VIPER - LARGE (LED) BE—AIMIN Illit- - Large Viper Lunlinare . !�� ­ �� ­­1 ,, Max Weight 25.0 lbs �N,ivw,beaconprooducts.cOM Max EPA: I sq ft E rev. 10.16.2044 5W VIPER -LARGE (LE[D) AAWN - - - Large Viper Lurnii :I� ­, �:� �_71�7 .... ... i­", (D Max Weight 25.0 libs Max EPA., 1 sq ft I . le I i ,.nternational I I I 4 I Dark-Skv I I / - I I ! ; � � Association t i .���, ii: : I I I .1 I I I . i i F I I � DM29 Z/11� ❑ DM29 �� ❑ DM" C:)L + - - -, r , � ­ ___ . - 11 . I � -10, /- ,l , ,I- I F:-, ! (1) �/ ,.! , "�, I , I "I 1, I I 1 I i i e, I A' 901 ! 1:� -cl,- I I _1 , I i � I i (2) FIXTURES MOUNTED AT 180 DEGREES F I - "I RA XXX I )= 1i i (2) VP -L ,80NB-180, 4K / T3 ' General: The Beacon Viper lumotlaii available in two Sees ,,,Ali a v-cle cholce of Surge Proteoclor. Trie on-tbiird sur" protector shall be a UL component dij - ' -D Wattage � Of LIE , configurations and optical distributions designed to replace HID for the Iii Heo Stairticl, ar:J Canada at-" have a surge Current ray,, g 2), � ftere � I of ( JQ() Amps tic tit uplo I(K)MVMH,jf HPI,arjol with5difforeril rf"UI1t0)tg0;_` )IIS43i _lJ)PIii;;aIKPIc Using the intiu!iIry sitindail 3,2() r&�c wave Thti LSPshall hwo.tdamping voltaq0 of _15, - - it vvicict.'alielv of ne�w antlexiiit"'11 instioll,16nn,; t,,lmlniulrv�arc, staililble for weticrcilWlLs 825V �oirt mirge rating (it S40,J Thl c:ase shall txj;i lf,gh torrperAtUw. flairijI ri,­,w�likrit :: : : : : : : � I � . --- - ____ - - I i I I I I ❑ T20R (2 3/11' 00) 0 T25R (2 7/8- 00) 0 , U, C� - -_ , , � , � - � _5,F ­ " - - :_�_ - _- __ - ' - -- 7- - A a c 0 E F G H Plastic enclosure Bezel Optic System. Each Vipto luminaire is supplied ov;lh at) one piece optical car- I ; I ❑ T30R (3 1/2' 00) . ____1`v`_ - : ; DETAILS k MODEL G. SENSOR OPTIONS I VP-L Vf" 7a­r,1_e_1 Clocs occuparIcy serry'""r icy"i-ill - I Moo, niotior amming derector 119 I 9' I S. ENGINE-WATTS _.: 'l ZW I . 1. I -1 64NB-135 135 Watts - LED array 0. (HOUSE SIDE SHIELD OPTIONS I ___ - -1 11 ­7— � 4 1 s, 64NB-190 190',Natts • LED array H$*,90 house sIciesn,,ld 90" i � � -_ I - I I '�, - i - — , V""ft"", FdWS-180 180 'Nam% -LED array I HBls-180 t")il,-3(2)�,:(Jp�s�,�ckj',,Q.O., -1 i -a I E�� it. - .J WNB-235 235%1,'il1t,,, LFDarl 8L<c hacl'.Nglit conlrr,4- " ;7- ;= = , - I ­1 t' ­ I � 9ONS-220 220l,liatts LEDalrav i 1, I / I , F ... or � , Lfl- - __ __-J, 96NB-280 260 Vialts , LED array 1. AMOUNTING OPTIONS . I I RA. rectanclul - ,� 71 C. CCT - COLOR TEMP Si 2 a/b'W Shp-files � And stainless Fasteners: Ali fasienemshat be Stainless steel Whoon tarnper resistant fastenrirti are tringe systeqn consisting o! a,) LEC enqw,o-, LED larrips; opfcs� gaqjull r steel betel. The cartridge is held together with internal brass slancictIls.soldfred to the required, stbanneir HID (stlake. eye) style shall be provicted (special ,001 required, cons4ill boat d so that it can be, ftelte replaced as ,,I one place c,ritiral system, Tt-ic-piefi stitoOne la,lo,y) and MCM-CelfUlar poly,irethane foam gasket ensures aweather pc-,),_4 �,_al around each ;oditiIJUBI LED, Color Rendering Index [CRI): LUninaire stltlil have a nnininnum GRI kit 6? at 5000K, I Ini opt" ai (;allfedge IS ts,ticu'cxi to the CIO.! ,�isl hi mth fasteneff,, The UI)t". ate Operating Environment. _Slal Unable to UpirraWnIll in [uln,,altof �, � . ­' llnid In f)hC(! Without I[t',ItI!A',clfadhos;ve,.,,. 1?)c,,,;wtik-o a �� nit>ivitiii�,af)jbh ;fivari(x;�, f,om 4o,G to ,�O,C, ' , lighting distributions using TIR designed ac optical ben over each LED Finish: Finish. Shall be a Beacote \1 polyester bov,109ir-COat eiectr-n-statr-ally ap"it'd Lifeshield"'i Circuit: Thermal cirrurt shall protect the unirnaire fr4�,m excessr'•fli stripwi. anti thermor-ofPci Bea. V t,rtsjl shall axisist of a ffvoi slegil Ifoc PtsOsp-hatecharnlc, a! lure t)v interfacing with the 0- 10V ctminaole driver:. In reiducedi'lW! current M necessary, pretreatment regivien,wlift a WNyinertonmersealer. overldry off, and 'Pp (XiartetivAlth The factory- preset temperature limits .Shall be designed to ensure rnaximum hours 01 a inei super TGIG polyester prawder coal finish. Phe finish ,;Uall inectme AMAA ofue,awan to assure 1170 rated turner, maltntenanras, The dev,ce shall ai at a Specific, 605.2 Womiarim ,itnecif4catron which InCII.X10S DZISSM9 ,I 3WC r"UV Sall sprav fe4.st 0 Per ASTM D522 ai-nd factory "preset temperature, aria progressively rect,ce paver river a 11111le ttimpff0luit" far cc,"O"(,in resistance resisis cracking or ;osis of adi .in range resists surface Impacts of up to I �3 inch-pound. - A rinimaire leguipped witni the device may be 'Mably ,Ipe,ated in any arnoel fern- Agency Clertification• The kxr,ira,re shall bear a CSA ialbol and tenlarVed suitable hot, � f>H,AIUllJ' Ill) to !iF)'IC WWI-), the Itill cicuit w,N aliovi higher nlimillrum WattAgpS "!I,;atji'j' Tii(,,N,v,p�(--nViv,,ti,�;in[mciw-�Jl�;yt�ioltilc,clEtti,31i,iI ), -Skvast"Cxr�,tlfi� uc -ark I tharl Wild() be permisis,ble Oil arl trinctgulared lunl4lulle (if i­;Nne var�ul,cn in Iii outiptit ,is adirk t•ky inno(Ifyfixturn. . I : INTERNATIONAL I • DARK-SKY 1 i a ASSOCIATION 1 d L : AMOVED DAM SKY FIVIEWLY FIXTURE - 1111111111111 • . 091-19. -_ Product Detail Click here to go on search result page Company Beacon Products Name: � : : : I I 1 I i I � i : I I I . I I 1 1 POLE TOP OPTIONS DRILLED FOR TWO ARMS AT 180 DEGREES (DM28) PAINTED TO MATCH BEACON FINISH TO BE DETERMINED PC (XXX) ANCHOR BOLTS (AS) I : � i � A /rv, —i I r :�_�� ­IF .i.,c,o i ir, J -"fl .. . ........ fi� I + BASE PLATE DETAIL -1 _- - - `0 ,� I ... - \ '! %V,,�.,�Arl�', , ­� - PROJECTION: 4" MIN I i 5' MAX , � PK;2 2 38 -adjusla�*, knuckle MOUNTING OPTIONS SK !liX)(IK iy1ci i 14K 4A)7­1 wis �Ilafl 1:11"CK"It I ,I ! 4, I 3K Yll " J. COLOR I 1�. (Select finish) : 4� � D. OPTICS BBIT basic b,;ick textured _� I :ti penn iqilrA,i wilhout rIk ()f preirrattire LED fifiluio. n, Itinio,41 deprer,xitioll Optil i�lal be Swooth ar�d �,oldet6CtablCt to the �.ye, Tholalliai sll,_uit si'1311 0"&�tl)` F�`easule IN-' Warranty: Bleacon ior,na,es tearfute a 5 year finritedwanl Beacon LED lurninai temperature at PIP LED solder poord, Thermal circur Shall corsist of Surface mounted with LED arrays feature a 5 year torliteci warranty covering the LED arrays. LED c1niveets cornpont.-Alls moll on lhe� LEE) f,,rjogoie printed arout board}, For maximum sornoijcIty ale ,>overil bya 5year Inliteri 'warranty. PIR an liars carry a n year inlilecl warramly I i N,rr, �, . , and req,aht0y, thn(lev,Mshail � I,_,,*,dl,,tnd on,josue, circuit tx)ard. Nvivirittl Harness, I Urn the sov�,_r mal'Aulari See Warranty kifounnatlon on �vwbeoconiprodurtts gaskets, or hardware, Device �JjWi have no moving pil and shall operate entirely at corr. contolple detars ana exclusjons. , low voltage The devicir shall W located in art area of the timinaire trial is prolectie-i gnod to "al cro", aillywing the III a frorn the eliantients. ThenTiz! drIcirl shall fir.�, deSK rnin are Power/Lumens. & Di Website- http:,'Iwww.beaconi3roducts.com Model Name: Viper series Application Area, Parkirig,Securfty,Archilectural,Pathway I 116• ! I 1 I I I I I . -,�!� . - i-Icji I11111F 17 i lf�i� .4 � 4 - I c`11 I - ANCHOR BOLT TEMPLATE: L.J n AST-850-4 -FULLY GALVANIZED PER ASTM A-153 I I - -1 - . ,, - I !yrk I BMIT ai in:itte textured I 1A _�. �,,,l 13,m,c­t TI to nwvert to full power in the event of an interrupior rihits power supply, or vauay, •wil � conoei.tlon to Trierdirvels. � I Type: I A L DETAIL 1 .- T2 type 11 WHIT whii. l.,xIli'm I 1 WIND (MPH) so 90 100 ---------------- 7 MOT mclai,,,; bronze lextunsd 1,21, I T3 type Ill �- I I .1.1. -.1 11 bevca shall be able to co-ex'st'with Olhir:v 0 10V cunt rol d(,-v1(,eS I'CK�Cupinly seni . I . I . ­­ r, r -I' ,j,", ,.��::',.il,r, . . ..... 16W :#:�l: : :::: " � �::x: I M;iii:: : ; ili::i:::: �� Wi:Jiii;:,r ,xtctri,,il,firyiiiier,,�.tllc.I Ihrf? dev;cewii� erlectrvelvcoctm� the soldier point lempera areas l:i;;llill� :1 i: iii vvl:,� 11 1"P.11, 11:1i���11�iixi: I Source Type: LED I I EPA 9.6 6.7 4.5 I �, 1 T4 type IV BZIT bonnze textured I 1-0 TSR type V, Ilec�arqnla, Di (lark t�tc,qxv textured : - � ��,�t II �') i_[q, _W !Ill 11�N needed: otherwise, it "'Al afic,w flit, Uo,Uri,�UntrrA devic,Xs) to function to-jorlinjidect GINP I , i)0, erti ,� ��:� � � - T. : AZ?W�:�� 7-1 Printed Circuit Board (PCB): AlurninUrrit thennal clad board Witt) 0,062^ tPick alumini 1!��i�������"!O��:��'�'��:�.:'!"'i::!'�p'�:�"'�:"�'�'�'�'�'I'��1?9..D",rlr4tgq���:�:��i��:i:��,�;�������� �� I Product I WEIGHT 240 167 ISO i I, � TSOM trIA) V, '�Iiil nXidJUIII GYPS y1;ay,4ixaoth , !-, - 11 I TSW typi�, V. round wide D" ,]a,,, p�ui smijolt, �, . I ll front row auto QVIC GNIT glee') re,IqUed i 0 0 - 0 0 . MS;T NydialIll; "Aler textured I �, � � E. VOLTAGE MrT rielahc Wanrun- textured U NV i,X'j 277V owl oitj •'o,r)r1drcy, : ' I - RAIL I 347V .34 Al - - - __________ 1 ,7 Aw,� F SELECT 41M -------- - " I VOLTAGE I SELECT :�, FINISH .1 F. ELECTRICAL OPTIONS base 00r. thermally conductive dieectrx, layer, 0.0014' ffo,c* t'.cippo, t ;ircuft layer ot KINH 1145 ZP;.Xyj-2I7a0 fla-rya 7',M)T•i: -, " ac ��y_.ill- Cliff layer designed ty1h GODp(lif 0OUIS to Mln$Fnize ViIiiii-rn,al ImM.W �, ,toss oe�eclric, ::::.,, "I .... rrr r r .l_.q _1111"', "V I ., ., iii.. � :::: �: r I .1 ii.. � X., " - � i;,�l;:� Board wIl he mounted It.) the neat snk, USIN InInIMLIM 12 #4-40 screws to ansure Con- i: lrri!:::.,:�:, �� : ! :;:::::;::�: I �5 , ::::� . ll�l;l;;l;r�: -R.I. � ...". 14101) : ... l: �: :: , : :�:; : , ­ : l , "; � � ::::::Sl , ::: r :l i :; r li: � r::::::l T I xlt"i _ tact with thermal pact and heat sink Use of ll,armal qmase,xtill not be allowed 1,5NB , 2 , 80 Ill?"00-26130 ..... soll 1XI : 79,'7�',, � - W2! �� -l­f,,­­i,IkI,­ak,qLM �4),:Iataar,(Inuk,�),r,.�f,,Lif-�',tR!�nv.LIOWC- Housing and LEDThermall Management. Theiiiw'rnonoldlhic� housing design cie l­, pl,j�is,t,,tl ar"I C:IoA,'y -) l'i tit t"", Vc­1 x". fxjnoci cr!w,is at Ii'v'r,"A aters, over 4.5 scluare feet fismal Vlpw� or 7 7 square feet (large Vipel of Meat-Itkilkiny Sur- th" ptoi.i 't. � ... rant R"Vxle,il a .__1fCL`1'I`,1!.X`1S pje�Fl` t :WW!'Ocloycie tw:c all Vert"l tinr . corninined with licii openings preview sediment and moslure 19`- WC111'11 11,41 s`N buildup oil rmtic.aj heat s,rIk!rq surtac'es without the for grates, screens or oliller debris contral tactics- Tne Viper Irusi,q, electrical corrilpartmetil and litter are mrader , CCT (COLOR TEMPI CRI , ,wder et linerrost rugW. Lumen Output (Color Randall Ito: I Clio cast Mufrinum Ill is pe-Ireated and pa ,n-der- coated to me It, doistry standards, The finish is corros,on res,tiant to o r l i 1 1 7 17,,e�,,Sts cracking muftiptionris c�rk,-�sof,*�)�hesoit)ef.ASTMD-1,22.,E,s,s',sski,laai-wp��,-ictsol�ipt,z)16C,irchpounclAlo c-xterralf �rd,vvare;scc,,rrooK>r,�rt3,i�5iafit, Tholtousling se,veSasd heat -sink fur the LED SOOOK = 1,0 rnin 61 CRI bezel with it sill compartrin,,ff !or thed,itiers. F4000K = , 92 if 11T 11 70 CRI I mannoundo Image: mossims" Specification �;­ .ti. Sheets: bete Viper I Spec 03212013 pdf _ _ - _ � l l i : : � : -r- i I i I 1 ! I I I I i I I I 11 3.5' EXPOSED BASE BY OTHERS OVERALL HEIGHT = 19.5 FEET I I , , , , :, i; "', I . - ,�- W t I �:111 _I`1 I -1111-111- " , ! A'�,,,roz- ,ii, ��a /_ I LOADING CHART COMPONENT - SPECIFICATION POLE SHAFT BASE PLATE ANCHOR BOLTS MISC. STEEL ASTM A-500 GRADE C ASTM A-36 ASTM F-1554 GRADE 55 ASTM A-36 . SPECIFICATIONS I , ALL RARWARE TO BE GALVANIZED TO ASTU A153, 2, POLE ASSEMBLY TO BE PAINTED OR GALVANIZED . F1k2 2 - ": 't' A: k� f ,W�,l,, K,V­,­. PCR_TL pi-rojor-.01, w'si ;ock Electrical Assembly. The trilture eiV,cirical comparfinent Shall contain all LED drivel 3000K - .71, min 80 CRI i : : ; : I il• I 3. ALL WELDING TO CONFORM TO AWS D1.1 MOST RECENT EDITION. 4. POLE DESIGN 6 BASED AGAINST COMMERCIAL GRADE STANDARDS. PcIl piwocoIll, shorting cap I - _ ... � 2PF "Juh,31, it'Inwe, f"'t I ­ ------------ V -1,1,r-- I A�­,li"3'4'i �'r 11 � t � ^- , , ---- -7 -7- 1 ___ � ­ I ..... . - ,,,,, L_-A - _� ,-,-- tc,")", 'l,ir 4" ,)'g CERTIFICATIONS#LISTINGS � , Sly-fl, L'i- � �a:) � ,A I; "'D'S I,; I'lor Certification Data: LAJdA. Wnt Location LlSiCC. 0 ^1 LM 79,T%48:) G,om(Ahi G 140131,ov Rated, DesiquiLt, -Ouni'Dutilifil,cl Q , ghtr, Consc ­ r­­_i -1 ­­­ - - .__ iii- - i I I - 1. - __ - _ nct ala,alv.4e -l". 64!"B 13, .-- I L_ --)--F-M L,__" �� -----,.,.I I'll, 1.1.1-1 1- - ml ay��Uci I& J Ili � -fanl' , vul C.2-.;, qr�,Qr��,,-,(ZX,,�,,'i�i�I�',]�WDI,O,I ROW �1, .- 1­�,q­-jr4,,,q Q,,_Il,�:- I F"'A"tri ': 5,�t �kt,v kL, , V,�, �v r_*,, Fa l 1pi,tv�,doti;il I,,, .J,la,L, I KA i1,,f,;lj.Ig,,,,­ Alit - 14,_1,1� r, , I I I __ � I - ­ 11 11 ­ � I I - ­­. I - I ­ ... ­.- ­­ I I - ----- I ­ I—— � I ­_ I I I I ­1 20,11 58th Avenue 0 ,ir,310 &Isl Branenlon, [I 34203 Pholie; (&00) ,34,5-4928 Fax; �941) 751 ,5535 ORDERING I I �riponi�nls arld 'shill no, Otovicled willi a push-0iAtor, termirotill block for AC, cowrif cu - connec.ttoi-is. D-6 housing is TIP" rso,id for an ocybonal twist IcX�k photo control receptacle . P DRILL PATTERN Accessibility: 4111hoi.oTit, the V; e, Uminarre is designed to operate for � L - -P � ou!nia,ntenanco,acct,ssibgity�sav�evcc,!I)poft&)t;i) its desgn. TheOnviefsare vnounlea 2 S,4 . J�ti'd,!�Ila,'Al I 1914 -_ � t)r,,ti,e,iic.*,,able,14)orlhcit IS seculed Witt) key"41tted screws andho'loge.s Oovvn f7cconve- lrom l-o If FJP I ; � Ll - - _-1,11 : W, , 50 , . rotient ace ess, The d(wers a'n. fie rep4-icolabie asing quick disconnects i - i C `� `l' I r Drivers; Lwrjra���s at(- eLuiPPed with an LED Orwe, that accepts, nLl9V through 277V. � �>C, Hz to 60 Hz +UNM. of a driver trial ac ,�17V or �,8� I _X 05 I (t, - IV ripul. Power facto.- I,,; 92 1 �it full can. Al c,itictrickil co:-iIxin,,nts;li rateA A ct).(X)C, h000,t at ftill •niai an<1,5 =c -iml P'. �; I " I I i 1;11 bew cc,rr rjons pef MIL- 217F NoKe 2� 0orming drivers arw� slan�jard� with connections . . ,,,,, -rral ditnoitty equipment avakalble Llpcn request Con)oc,ief)t.�o�comp,)r�eTit,Nir , "It'k, far axic I • 04' - ing within the ,jalinalf�; rna'to Carry no incire, than 80cor Of rated load unri N listed by LIL lot � ­ • 05, pck, use at 6CVV4C at 501, or litgnef. Plug lJU,cnne-.ts are (slebyUL for use at tick? VAC. I - - � - - - o6".(rp 1,3A or hil4her. 13A ratinq a,)p1lovs to primary ACl sri ortly Rue to ­w1rued eff.rt1T­1Po- our products Woduct sl,ec&­�,clrs a­ubwkTtc , rang " Mth.I.It .Wk,, 11 ­ - ­ - ­1 I ­ - I � � 1. I— 1­1 ­ 111­1­ ­­ ­11- -11 I ­­ - ----- _­__ 2041 58th AvenLJ(,' Clrda FaSt Bradenton, 11 34203 Phone; $00) 345-4928 Fax; ;9_41) 751-5,- SPECIFIC' ,A710N I 5�35 : : : i : : i : : : � � � � i � i ,.,I : CCT C} bons. 30010KADD0K5000K Availabte - Bug: I I I -..,& : ?'­''�..��_.,. .,A:.-..,7 m ­ L�L _111�0 - I 1, " I , •S. _� ". ��P LA_ - / -_ " i 1.;J. ". DESIGN WIND SPEEDS IN LOADING CHART INCLUDE 1.3 GUST FACTOR. 6. POLES SHOULD BE MONITORED FREQUENTLY FOR SIGNS OF HARMONIC MBRATON. WHICH WLL CAUSE STRUCTURAL FATIGUE, CONSULT FACTORY EFFECTS Of VIBRATION. FOR A DAMPING DEVICE THAT CAN HE LP MINIMIZE THE EF ! 'a", T,V L NOTES GENERA - I P(.,>LE MARK � ,,F"P, APPR""ll I � � 1`,R=_ 'IS'. DAIE It .... .. 1.109 . -Mmeripan LftePble I ANILki Ll I I, POLI� 28ft" S 11LA ' [N� SUIT _11, 20o) PORI IiN�()R-i -I I, rx 76 1 (y) X1,-A)24,_1,1X2 I'll S �924�lflalr) IAX I NONE i : 05/10/07 BM CKR - I C 0\11111i I iAL­ _,_ � .. Im W ­ac ­WCr'A1l.­11_ro__.'­' _u_ ­­­­ ­­­ 'i"', ­­ ­­,uil .s. ­"c"I'll I.J.­111"u., I . SQUARE STRAIGHT STEEL 16' X 41 X I I GA I . SNS - 16-40- t I -AB I I . e-- [ � ; "'J � .- � , ) waterstreet-I'l A010 I - :,3rldscape ,;i-chirecture I civil e­ginee� I , I Z ) A . �,, ,,, t,_ i,;] � 1 ot, 0 S ",:! 1 1", \V,' , 2, 2 I:� 0'2 4IS �_� �VIA'r' SlIff"' ­�2,)f.9171r � I - , jii� - TH � —1 'A , �NU � 07161 1, �4 V 2 el'i A- I A"' ��;Fk 1 7 �r` ,�� I , "I '��' - L_ 4 o, 1638__ lc� r� 5 o,ltr I " -ii p m fe ssio na I se a I T SHAIIINBERGER pmje ct manager P. PRIC E p mje c t te a m FUMI Sr I PIAC E proje et name DO M INIO N REALTY PA RWERS client 5TH SH= C HARID TTESVMF, VIRGINIA p mje c t a d d m ss 1444.00 projec t number INITIAL SHE PLAN & A.R.B. SUBMITTAL p mje c t p ha se FEBRUARY A 2 2015 issue date revisions 11G IrING CUTS she e t title L3 *0 2 sheet numb er