Loading...
HomeMy WebLinkAboutSDP201100054 Letter of Revision 2 2012-08-13tv Cie COUNTY OF ALBEMARLEY Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 August 13, 2012 Albemarle Place EAAP, LLC C/O Edens Inc. 7200 Wisconsin Ave, Suite 400 Bethesda, MD 20814 RE: Letter of Revision (LOR) # 2 for SDP - 2011 -00054 Stonefield Town Center Final Site Plan Dear Sir, This letter is in response to the attached LOR request letter dated July 26, 2012. The Department of Community Development hereby grants approval of a LOR for the improvements described in this letter for the Final Site Plan for Stonefield Town Center. This is the 2nd Letter of Revision for this site. A total of three (3) Letters of Revision are allowed before all changes to the plan are required to be submitted in the form of a site plan amendment. Sincerely, Christopher P. Perez Senior Planner Attachments: Letter of Request Site Plan Change (Revised sheets C -10, C -11, C -13, C -22, and L -104) 8 -13 -12 Engineering Email w/ conditions for approval Copy: Herbert F. White Andrew kellerman — CEO SDP -2011 -00054 (original final site plan) SDP- 2012 -00001 (minor amendment which replaced the entire final site plan) WAn � AC imENGINEERS SURVEYORS PLANNERS ASSOCIATES July 26, 2012 Phil Custer Albemarle County Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Re: Letter of Revision Stonefield Town Center - Final Site Plan Amendment 5DPA019. -0000 I and WPO- 2011 -00059 WWA Project No. 208026.45 Dear Mr. Custer, This letter will serve as a Letter of Revision to the "Stonefield Town Center - Final Site Plan Amendment" dated 8/5/11 and approved on April 27, 2012. The purpose of this revision is to show the revised Filterra locations for structures 92.2, 93.2, 95.2, 98.2, 99.2, and 101.1, the as -built locations of the waterline servicing Building A -1, as well as a note revision on the Materials Plan. Please refer to the revised site plan sheets, Dwgs. C -10, C -11, C- 13,C -22, and L -104, accompanying this letter for details. The location of the Filterra units indicated have been adjusted to resolve conflicts with the footings required for the screening wall to be constructed between the Stonefield development and Northrop Grumman. The grading in the parking lots north of Buildings B -II, B -III, C24, and C2 -H has been revised to maintain the previously approved drainage areas treated by the Filterra units. The total approved drainage area for the Filterra units indicated is 2.76 acres. The total drainage area that will be treated with this revision is 2.91 acres. Enclosed with this letter please find the following: 1 copy - Letter of Revision Application and Fee 4 copies - Revised plans (Dwgs. C -10, C -11, C- 13,C -22, and L -104.) 3040 Avemore Square Place • Charlottesville, Virginia 22911 Telephone (434) 984 -2700 • Fax (434) 978 -1444 Lynchburg • Charlottesville Based upon the information provided in this letter of revision and the revised drawings we respectfully request the County's approval of this plan revision. Sincerely, WW Associates, Inc. Herbert F. White, III, P.E. President cc: Thomas R. Gallagher, Edens, Inc. 3040 Avemore Square Place • Charlottesville, Virginia 22911 Telephone (434) 984 -2700 • Fax (434) 978 -1444 Lynchburg • Charlottesville Page 2 of 2 Philip Custer From: Philip Custer Sent: Monday, August 13, 2012 7:25 PM To: Christopher Perez; 'Tom Gallagher' Subject: Engineering review of Stonefield TC LOR Chris, Tom, I have reviewed the Letter of Revision for Stonefield Town Center, submitted 27 July 2012. Engineering review offers no objection to the approval of this LOR. This approval is conditioned on the applicant doing as much as reasonably possible to provide a pole for the XB lights that would minimize the risk of pedestrian exposure to an electrical current in the event a car collides with it. Generally, light. poles without a concrete base are located well behind a curb and the chances of a car hitting it are much lower than the intent of the current application. Once all necessary agencies have approved this LOR, please provide me with 3 copies of the modified sheets to pass off to the WPO inspector. Please let me know if you have any questions. Thanks, Phil (434)296 -5832 x3072 r SEFr- -DWC.i Nod C 1 Now mms mm= MA`FCHLINE I I� 1 19 IF THIS DRAWING IS A REDUCTIONU� GRAPHIC SCALE MUST BE USED / F SCALE: 1 " = 30' G� O 30' �4,g CP I �Q c RETAINING 30 WALL J I 1 SAN - CPA 6 p N l� \ \ 18 6 r. "' 12 i TO 71.53 A JUST RI /Fe,,T ;EL ATfQN PTO 70.7a l Ld w r I 9J { {1 LI z - __ .. • _ .. • w - - - - - -- __ - J n_ _ - y _ -- - z - - _ - i BUILDING DESIGN BY OTHERS g - Tc / �� SEE DWG W -1 _ _ 0� I TW= 488.00 _ 84 3�_E. l 8 BW =486.20 84 a 8 st -- 84 TW47t.10 8 >r r � I � I l 1 - $1 1� - a = -- - - 41 - 4 _ $ ,o a o TC 0 83 TC 83 TC 82 82 � - TC . TC i 69.00 ° 0 • ° 8J 84 _ - . ° FFE 485 0 i = 82 82 _ - ° -- - - - -- - J a i TC TC � i 10,X6' FI LTERRA 0' arc \ /µ .I ° 185 T - m sC STEPS FFE= 485.5' - - -- - 98. ��, \ ���' 0 I 7" RISE 8$ oo _ ZE / z / STEPS Q -- �- 1 37 / `' �7" RISER -12- TREAD j 8621 s INSET // �' - - - -- i/ SCALE: 1 " =30' / 0i / 86 TC 86TC _ - i / (( .1[ / 85 11 I L - -- _ -85 a +8719 87 64 714 TC > - - D s� -�- 7 / - i Di 00 lu Al 87�T' \% S G / / BUILLDING FFE= 488.0'° \ 85TH a j-- I s 488 � a 86 .r.R /W - R _ W V V 99 W - 0 0 N CNv 0 0 0 0 4 75.9.,1_ � h �� a : I, - I I ROOF DR ��LEADERS TO TW7-470.17 75.3 � - - - - BW= 469.00 5 in , °Z i� 1 ° a < o ...... o ;.o ° i � ROOF D IN FIL�ERRA�TO I, � ��- a ° __ __ . 1 ; E_ CO STRUCTED_OF DUCTILE � I � I- - I C � 85� 84 TC ` IRON NDER PARKING AREAS 4 AN TRAVELWAYTYP.) -- -- ,• a RETAINING 4 -- -- ALL WITH � I !- g HANDRAIL 1 w 81 C ° 88 FFE= 484.5' 8 - 0 - - 8 TC END I � ROOF y� , = 69 0 -- , '3 WA 0 a DRAIN �� 82 �� TC i TC / - - 8122 99.3 6 X6 ROOF DRAIN - - TC Tc , , _. , f - (NP) �82 1 �2 X6 -� F 8Q t0 X6 7 F��TERRA FILTERRA FFE -484.0 - - -- RAIN R 0 ° a° r - PAVED FLUME 3 I �° I C 133 8 83 F 99 - � _ -_. _ � (LTERRA ® o - ae . _ TC � 83 � {{ 32 L -- 9 .1 � I cn I Q % -- + _ A JUS im e - - - -- _ -- - 83 83 83 � - - - 83 -- f -- I E EI�/ATION + + - - - - - -- °+ TO !472 00- FLUME SLOPED (TOWARDS _ - - - -- - -- -AYE - - - - -- - -- -, �I FILTERRA THROAT REFER TO - _ _ f a� �° 71 I - y I _ -. - -- "FILTERRATHROAT__ _OPENING I�' a ° ° a 0 O ° ° BUILDING AND GUTTER/OR FLUME DETAI e ,I r _T_ _ . G® 75 ? 6X8 6'X1 0' W- - JCL 5 - FILTERRA FLRR I J/ TC TCt 0 °`Q JSTCa, ` °. r j j f i- " :< 181 _81 - 10X6 FILTE A I -i S H - -- ---- $2 D -- { TC TC 81.4 + a -� -+ - -- - - �Z2 z / ��,t0 2T 82 FFE= 484.0' _ �,a - 79 /OTC I i 1 g 1 1 2 82i7 4. ► p z 2T-C1 -79 TC { 100- - �7_411 � 77 as FFE =483.0 79PAVED FLUMB TC l �j \ 6'X8' FILTERRA° �I -� �' �� ADJUST RIM 79 - ELEVATION Rc TC Tc 81 TO 481.31 BUILDING 4 X12 81TC FILTERRA 78 81 gl 821: A-111 A -III © ° -- __�; TC % 83TC D - -+ ' + 81TC T-UME SLOPE 84 ❑ tTC� FFE= 482.0' 'OWARDS FIL 82 _ 22 TC � \ \ •HROAT REFER TO 80 - 81-1 7 A JUST RIM \ FILTERRA THROAT -- / -- _ ❑I Tc c 7�.5 E A'ION ® 8th -° ° - _ 1 1 � , )PENING AND GU R 81� v 8' 6 ROOF RAIN T 47 0 R FLUME DETAI 81 . az 0 72 6 FI 1 TER 78� m DWG C -30. 8 - - ! 8 Tc f TERRA Tc / \SONAR WALL a a - TC f 6 -X4 R00 DRAIN - / SEE DWG -2 PAVED FLU -� FILTERRA­ - D 0 . ° 81 f f D1 \ . ° - - - ° 75 - - ? 0 0 .5 _ - T 77 TC T r w 8' -X6' ROOF RAt FLUME SLOPED ti$ � ° � � ! I,- � 76�" FILTERRA TOWARDS FILTERRA o : THROAT REFER TO Fjlol TC I 1� 81� ° _i - - - -- -- - BUILDING -- - 1 79 2._ ,'FILTERRA THROAT Tc 81rC� OPENING AND GUTTER 1 FFEB482.0' + $j l i g 76 c 715A 81s TC+ �.� OR FLUME DETAIL C 72 1 8033 72.2 72.3 ON DWG C -30. \ O ` 72.4 C 8 182T�Zc� �� 81 END OF , °., ®6 X10 $ITC °a WALL= 479.75 81rc ® 75 ® 76 L 3� FILTERRA 79 9 _._- -- - �6- - _ 74 �4 a °�� �, 81T� TC S K 7 76 Te 74- 75 �. TO LJ - - = - ! I ADU 79.1 c� �° �. 1 -- - it - -- ELEVATION- - 83 - / ; I a 75 7638' I -+ 1C ��� � 8 � � � _ --_ _ � � � - TO 480,.03 _ - - o� T TC �] 1 i 77 1 �. --8 8 - :A ��� ADJUST R ELEVATION- - - 75 3 84 83 802$ 80 ENQ OF.- / TW 482,05_ \, \= 482, 5 F __72 TO 476.16 \w WALL= 481.30 47D; 5 -BW =�7 - _.3 476 TC SAN BW R/ - _ _ -g R W- 47 - /i _ - - =__-.- - _--- --_ -� ,. +7528 --_-- _--- --__ -- -- - - -- -R =R /W _ y - - -RAW -�_� - - - s, - _- _ W� ,4 __ w I.......... r \ \ - - �n � _ ' -- -- ln� -__ � r � , W Ex STING - ROAD- IMPROV�MENT�- R�FLEGT W - � ,�. W � _ W Vv W No W -V W W J W N W W W W...._ __ _ Z -- n S.- -ROUTE 29 -SE INOLE -I RA L -- �N -„ _ - - W - - _ - vI - W W W W �- W 1 J W V1r\ W W � .._ ...._ W M J W ACBE dRCE PIA OE ROAD- IMPROVEMEt�It PLA { 12 �j (R /W WIDTK VARIES) �� " �6 1 2 w U ROUTE 29 AND HYDRAULIC ROAD 8 (WATERLFN.ES` v1� BE ABAND�ED) ` - I - D B 1313, -PG 720 �R /W- DEDICATION) � (WPO- 2008 - 00068) WATER E�1V1AY Bf � V) )C 2 ADDED NOTES FOR ROOF DRAINS & FILTERRA FLUMES JDB 10/14/'11 4 REVISED PLAN TO SHOW NEW GRADING AND BUILDING FOOT PRINTS JDB 11 /18/'11 5 REVISED FILTERRA DESIGN DAT 12/01 /'11 oES,GNE PROJECT. SET REV. N0. 9 ADDED FILTERRAS 79.2, 79.3, 81.4 & 82.1 JDB 3/23/112 a J�g. 10 ADDED FILTERRA 80.1 JDB 4/20/112 ENGINEERS 13 REVISED FILTERRA LOCATIONS TO ACCOMMODATE SCREEN WALL JDB 6/28/112 by the Akenrde Gw4y SURVEYORS FOUNDATIONS; REVISED GRADING TO MAXIMIZE DRAINAGE TO FILTERRAS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: ComtrN DmIo7writ I !: N0, SHEET REVISION BY I DATE N0. I SHEET REVISION BY DATE oES,GNE PROJECT. SET REV. N0. � a J�g. STONEFI ELD 13 A PROWM ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT by the Akenrde Gw4y SURVEYORS DRAWN BY. KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: ComtrN DmIo7writ I !: PLANNERS TITLE: C-10 Q;� _ DIHR BY: GRADING AND DRAINAGE PLAN t le.1Potusy AsSOCIATES Ham' SHEET NUMBER: " PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chflrluri- ille,VA22911 Phone: 434.316.6080 Phone: 434.984.2'700 WWA NUMBER: FILE NAME: DISCIPLINE: CIVIL SCALE: H: 1 " =30' DATE: 11 52 208026.45 8026453_3 -10 Amend,dwg 8/5/1 1 of www.wwassociates.net V: N/A v � � 3 b c I U UI c�a 0 v 3 b i O L N c U c 3 F� �V- O O N v 0 a 0 E a� a 0 0 N 1 3 'b c m I U VI O O 3 i O a� U 3 F� cd 0 ao O N U O O v a 0 O N n 3 m N U U� N 3 v O vj U 3 I° N O N v 0 a z a N N I I r TR 54.5 RO F DRAIN :� �-e" rch SW TO�STR 52.1 BU5. 1 i , ANSON DR I > - �OOF DRAIN BvILDItvG _ w -tv i�A (P, 3AN� "C NEt7) - - - - - _ FFE�g6.5' 4 FILTER HOUS,T N STRE IVE „ 120 I DA -0.23 AC 4°l ARI I I 2 FILTERRA A - DIS I �i / _ FFE 8� 6.5 j II L' =' 95 BUB-III . - L i K ! �_� AN DA -0.25 AC -C= O.i85 - _ - o Y _ I . FF! , _ _..... TC =S In I',', ,'. - ` =5 min 511 �' J C 0.95. I j Tc 5 min i I INCLUDES D Tp ,�il 1 9$ _ H� OHU OHU . =_. 1 3.2 AND 10 .3) -- -- _ _ as f / � �: N I i S R 1'03.2 [ 1 / - - -- 7 .8 75.9 FFE aas.o' a .. - / "� �� FI TERRA P1l 123.1 STR 99.3 0 AC I I R 991.1 / I i D =0.2 AC FFE �gs.5: 87 ROOF DRAIN - - - � ti A -0.510 AC �. � 0.65 AC _ / C- 0.85. n min FILTERRA - . IF THIS DRAWING IS A REDUCTION _ DA =0.46 AC DA 0100 AC / ° � / / � � � ° STR... 991.2 � 1 S I K, F--7 l pi Q^ _ _ I GRAPHIC SCALE MUST BE USED C =0.90 109.1 srR_ 10 .3 o Tc -5 min � � FILTERRA / �� C 0.95 DA -0.4'7 C 1 : I I c =5 min � =003 AC _ _.._ ,, A 5. Tc =5 min i. C= 0.851; L 0.90 FILTER i » - ' I= o-� ASPH PARKING / / Tc =5 In i� SCALE: 1 60 a DA =0.39 AC �� [I� mm U STR 81.3 C =0.85 \ / I l Tc =5 mi to - RO FAIN ' o IsIGN _ , d - ' a ' 1ARLO�ti / ° / __ FIL p -._' 99 . _... 0' �. 3. TR 82 11.1 _ 99.3 o ; m 44 / / / DA -0.25 AC I L 1 _ � / DA =0.40 A / C 0.95 j - - J I r 1 T .... _ _ FFE�84.0' -- C% / T� min - - - i . T. STR 82.1 - STR 81 - FILTERRA/ . . �STR;,175.7 a� - DA =O. '5 AC 6 J i c z g J 5 . 106 b DA -0.37 C 81.3 DA =0.18 AC �' -- ? STR 1101 c� I o,N r� Q / / ' _ DA 0.55 AC STR : 81:4 I 1 r I I / l C =0.8 C =0.85 DAAAAA 0.S C > Ii <v �'� _ ST 106.1 I i .� - - -- = FILT RRA I / ro o tiJ'/ I C 5,, i Q v n ,D l l ' I I FILT DA .4 A -- p BUILDAG 1 STR 101.1 s N / ... t_ B -II I �!�. I I� a f l N / STR 1 a 2 I TR 110 _ I i FILTERIRA I 1 / 1 0 -0 i 1 A DA- 55 AC Gj 82.1 C =0:85 _ f _ _ 75. I FFE�e4.o j / c? / DA _ Q - �� [I 75 7 _ _ _ a i 2 a o / _ A -0.19 AC - / / O c =5 1+w I DA 0.47 A - '. <? w / ' C 0.90 • X0:90 I C 0. 5 / /f /� _I_ �� I o C =0.8;5 II E a / Tc =5 rr�ln i Tc =S -OA n F m° _ �._- L . , ' ' b 2 0 _. O O / / / 1 ° 1 �.` -5 min .:. h- Tc =5 mi 80 � I (;� � ''� - _ o I ,' STR 2.5� r� TR 804 AG I FFE- 4aa.o'� FILT RA I ? '; - as.a DA- .33 AC / 8 I b g j _,. m FFE 4 85 / STR 72.6 Tc 5 min � I 80.1 `T C =0.85 / 1 � ,, � I i =5 mm ''gyp ROOF DRAIN o<6 �� �, 1 \ � � . - „ 1 STR 105.1 Hr BUILDING SIR 7 • .5 1 r IL / y _ A-111 STR 75.4. 1' FILTERRA,. C ROOF DRAIN _• , -a:.G. FFE aaz.o11.8 DA =0.32 AC 1 `� `; \ C. 0.95 k �: I \ , I 1 ' DA= 0.23 y FILTERRA STR 79 ` I _ mn Tc Tc =5 min \ I ' I , I 1 I C=0.95 A 3 AC f j 7` ❑ I P\ DA 0.81 -AC` / �, , � � / � 1 p1 I Tc =S min STR 79.3 I / ST 79.2 8 ROOF DRAIN FI ERRA _..- 1► eA u \ \ ABAN ( Q \ z FILTERRA D =0.47 .AC 75. ` STIR 72.4 \ \�. I I I ' 1 STR 111 I I 1 o W s PT-! DA =0.29 AC ►.I 0.85 _ - :7 J n QTR 72.7 DA '> .66 �A 1 DA =0.11 A I C =0.95 c= 5 min 7 .2 I ROOF DRAIN 75. I ,i 72.7 \ \� _ a C ' - , _. ._. I, ? ROOF DRAIN I. t. ` L \ \ I I +� IN L D S DA conk. VA BUILADDTC =5 min �_......... ,� ......._.... TO 78 :; 76 I f FILTERRA TOC� 2: - k�ti `.,' s - I ' Tc =5 min o - 6 I - sLA6 I I / FFE -488.0' - 1 DA�.15 ACFFE�82.o' 72.1'• , . 72 2 C 0'8- 79 - BUILDING DA -0.46 AC l 1 10.95 H I I z 2.3 = \ W a ST 179.1 Tc 5 min C 2.2 --__ ,..... �p,l A .. -� o n � n I r`1:% 0�°8� _ � Tc 5_ min - Tc=5 min - 1 1 _ P,851 220 \ -�. �,� c ites _.T = mm 8 -� ' I - �g 488 - ■ -- '�t� -�'� 75 4so 72 `„�,., 85 _ n - \ \ \ T.ERRI 73 6 7 6 S M mod. � DA =0_2: 1 17.5 7.59 R 4�s -- - 2 2 52.32' 101 .2 °°- 83 4 - - = n _ -- �.' 39° „ ✓ - _ MENT t I B ND STREET 6 S 21 "N! - - -_ __- - - �1 _ SAN 12 nb _ R �-- 5 I - � 1 [�R 2 i I FILTERRA f I : �� ,�z^ •I ' 1 z - a.. w ww a 12" _ � 6 W R W � w tiV /g6� 11�11 Z, W � GQ A c � 1 J 4 \ 4 HATE _ S 9AY BE ABAINDONED 8 -- ATERI 'ES MAY BE AW ) 3 A o -i - ao \ ) y< DJNED n^WATERLIN I 1 ' In1 III `�' RCP \ \ U. ROUTE 2.9 SEMINOLE TAILG �BEN� rvARK I I I P 8" GAS -- �- Rory oD \ - G 8' GAS CAA (R /w_ wIDT VARIES) -_ z w I� / 6� GAS 5�-- S_ G 5 \ \ D.B. 1 31 3 PG 720 (RAN DF� I(ATin \ ELEVATI01� = 473.18 �� - v) � a� Ld Z Ld Qi U of N 0 4 REVISED PER NEW GRADING AND STORM SEWER LAYOUT JDB 11/'18/11 � APPROVED by the AtIoemarle Coon ma Co unity Dev *cement Department Data_ ,4-13,I;L °� -�-� -- ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Box 4119 3040Avemoresgu=PI. Lynchburg, VA 24502 Charlott- ille,VA22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY: JDB PROJECT: STONEFIELD TOWN CENTER - FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 13 5 E REVISIONS REVISED DRAINAGE AREAS PER BOND STREET DAT 12/01/11 9 REVISED DRAINAGE AREAS TO SHOW NEW FILTERRAS JDB 3/23/12 DRAWN BY: sAR DRAWING NUMBER: C -22 10 REVISED DRAINAGE AREAS TO SHOW NEW FILTERRAS JDB 4/20/12 TITLE: STORM DRAINAGE AREA MAP 12 REVISED DRAINAGE AREAS ON BOND STREET JDB 6/E6/12 DiHR BY: H FW 13 REVISED FILTERRA LOCATIONS TO ACCOMMODATE SCREEN WALL JDB 6/28/12 SHEET NUMBER: 23 of 52 WWA NUMBER: r� Q �+ L 08026.45 FILE NAME: 802645C_C -22 Amend.dwg DISCIPLINE: CIVIL SCALE: H: 1 " =60' V: N/A DATE: 815111 FOUNDATIONS; REVISED GRADING TO MAXIMIZE DRAINAGE TO FILTERRAS NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 0) c� i c Q Q} aF.. N N O <t N 0 0 a a� a c 0 i >r c v c w Q) a E a� .o 0 0 0 ih U .q i No. Scale: V= 30' -0" SHEET REVISION I BY I DATE I NO. M Ae C) J T W MATERIALS LEGEND w U) w4g4� ®� DETECTABLE WARNING PAVERS, s zoa���apQ AT FLUSH CURB r, / PLANTING AREA I,iili.1111 =;�<< BENCH LITTER RECEPTACLE S x BIKE LOOPS BOLLARD :i ! PLANTER/ POTS �s GREEN SCREEN 0 15' 30' 60' 120' SCALE: 1" = 30' SHEET REVISION BY DATE MAHAT RYjUEL A$OOCIATEO INC. Landscape Architects The $tieff Oilver Building 800 Wyman Park Drive Quite 100 Baltimore, MD 21211 UOA Tel. 410.235.8001 APPFtOVED by the Mlvmarle Cowity Com iunity Dev�)Iopme:nt Department Date Fie PROJECT: SET REV. NO. STONEEIELD TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: MATERIALS PLAN FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: L- 104.dwg H :AS SHOWN 0412 7 12 44 of 52 V. /