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HomeMy WebLinkAboutC10.0 - General DetailsPROPOSED BUILDING ADDITION 1/2" PERFORATED EXPANSION MATERIAL APPLIED JOINT SEALER r -TOOLED EDGE a a A p.:.a...p EXPANSION JOINT MATERIAL TO BOTTOM OF PAVEMENT EXPANSION JOINT AT BUILDING DETAIL APPLIED JOINT SEALER 2" PERFORATED TOOL BOTH SIDES OF 1/2- EXPANSION JOINT EXPANSION MATERIAL I I N a a a. a ap. 4 w a p. a o.:4. . a a p. 1/2" EXPANSION JOINT DETAIL FLUSH WITH SURFACE — 1-1/4" DEEP SAWED \/-1/8" d/4 p 4 d 4 d8a" 41/ 4" p a : — 1-1/ a.o.a: �. CONTROL JOINT 10 JOINT DETAILS 10. NOT TO SCALE I 0 RESERVED PARKIN� VAN Iq ACCESSIBLI $50—$30 FINE 12" 07 HANDICAP PARKING 10' SIGN DETAIL NOTES: �i n,oanom.cw dtnar,..•or,mx[."wea.c.A. e. r1� rlm re edge d edleovt pe,vevL em Wrc Ira QQ .s.rwpv "racrwukra"a:modnxF�rve�twr W" i' oaeeanw xp".x•w ouo roma way {�j o.k r•.• ewraoe awi oe cc�Ee Ixowneo a..w.e m n.wiaw NOT TO SCALE GU IN A►�. •' awrraoRllr Fraee+•a eEs.s».oa 54e 5mr"erd �a•rry awoa%C4+lfwt dWeawwt SNrwkF�sir Jditi� gbyR y saewalr eE� da�xar. 5. See Sh.md !BW-S%1]l- I�Ia DmmEi: a.r.q u -1s •� - " Eln. CA Thee [Ws yen t— enkinvn prr di—k. 04R•4R wrld�q san,ew n•aa oaW.av+, erd eeWx B I�j+�' c�..sa, C-1 SIN. L-11— � e. sa.4amd a.r.ge9w-oma�ra a:n"k �d*pke w ,Q•� iwn ��Y u, • ��-2 5 a131Y d�� n.e yv y' k 3 © ilira 141111 Ca Lalli E�OOIrRS 4a1%YOf1Gm70 MntiY WEkv.b MINIMUM WIDTH \ 0 �,,�� O 1 S.I..nlcp��Wlob! Q YAM. 11m Y re WW b b—me Md.*k mod -tq me vRhr.d Stlaad We MAU I sP1aH1 [Ye•er Ramp E•r0[� rYriam "aew•l wkL% It & R riTera a eeM"phcd here••_ the gdewak•w_te l ytlewal[ 5%s Ru�HgaA:P1 repedE 9aeC ° greenedm _ vdl,m% 5b h dOre kV%4. E604 -WMT ra<7mak dldk A >r Qs see �r�mFe orarnpr-0s +n e,rw supe sumc'ers 0-11, mmidng nmvvbvl 4-Ea".]I �mRu.. Sa.D* f�rnpuF- IExY.+-F]n.51 siaaYlO J� vft-+% seFkx 00b+ . fw tb^ *0 deklk Or°eE3eee R.s'O aATn pny 4-9er.3 s A33% Havr.. arv.a rwwyk l"rFrrcE sem.dl u.• I taw.h-aw.7 F sxlaw �4 dux �� �wsw•°j' ,sde.eetilun Crtas 9epc N•rnp WTs PAVEMENT: USE BORROW �•ew,o ID agapespam COMPACTED TO 90% STANDARD PROCTOR DENSITY TO 1/6 OF xara LEGON4: s4"". Ra<ty 1-0h. e"c wlde, O 0 !dE"er m...rerwr[auea.-.x [;] wlrp ,MTR, er.. 4 arr s Eal.4 E]y.1 NOT TO SCALE GU IN aGMVa i11R1 mal" � r•v 4 m s4•we I Fard FLnd S I R l.__..? �Omrak re+agi POUIE JDICULAR CURB RAMP AWACENT WAWIBLE SURFACE �'. SaewmeiraFlRtlen sw• uap at R•ykea I'—'1 rue cs r[mLa.ok le.l� � adaamk 4'0' saewlr § ® Ro.e sura 1 PERPENDMJLAR CURS RAMP ADJAC@TT NON -WALKABLE NOTES: Qi w,ea kaMktrr wdn h.[.�.,k. mtr.rd a.a d da<..�. me e,ta garAlO pepsdkNr are ramp nsdxrq yepe, i1+11N—s",:1, tra,e]ur e•y ME••010 k1"KV�r y0alk fF•d• :k ueb�Rn nnnr• e1RRe y1Y ro[ sung 9]3sk. 2 W mmw wrA yet IED tWixnun sett a Ked1 tPd 4RxaR Whex ffieT-rri1Y sag! beantraYd 1[me heck t[he ddnralk Ile M�..�um ,�• dnaekn tl•16e+ rt :5 R wN Ike Sal unaulon huts dYemon mme ramp rurYq gape. ixex a [end pwpwba4 sot ranp Yuseo,awmmae dtumire sw�v Oiall Ogre a mnmm Beer ee,msw d s rt e s rt. LEGEND: 0 awrraoRllr Fraee+•a eEs.s».oa of z R* d tk Wl">F� end tW Qfwb BW he tomb saewalr eE� da�xar. Mm to ale a mtmet poro av Witte M spw zUJ mzm CA Thee [Ws yen t— enkinvn prr di—k. 04R•4R Of¢ � t0 4rw•rur.4m salvo d 2X0%En-k—ft— the 0•kua k mr�aYrps a[ITe beadm. ydkh•k Ila mlNnun Lqr eienb. A 90o"'y C 0 dab.4ft.5 k wM m "dhTmrAmkith. dnKdmduelr-p Sde,.alk 6gwea�]tin: �'� ReFt' ruwVt4Ge- yv y' k 3 © ilira 141111 Ca Lalli E�OOIrRS 4a1%YOf1Gm70 MntiY 3: cif MINIMUM WIDTH \ 0 �,,�� O 1 0d- Q YAM. 11m Y re WW b b—me Md.*k mod -tq me vRhr.d 4- Ramp E•r0[� rYriam "aew•l wkL% It & R riTera a eeM"phcd here••_ the gdewak•w_te l ytlewal[ 5%s \\ ° greenedm _ vdl,m% 5b h dOre kV%4. E604 -WMT ra<7mak dldk A >r Qs see �r�mFe orarnpr-0s +n e,rw supe sumc'ers 0-11, mmidng nmvvbvl 4-Ea".]I �mRu.. Sa.D* G. SeaSW�dOra•Ig1E60L•S�i11<•SZ .11, ana .IL ax OeYm[le erLe "OL•n➢trk ea1r� �cr1yR, R3 w. vft-+% seFkx 00b+ . fw tb^ *0 deklk ° L47 pny 4-9er.3 s A33% 7. S.e9tina•d O"wllg E 604005F01 fQ d9rwu e�enkn 7.lrt 04 mrrYrq &aP•ua= n.mw solm I ow. L•- Eaw. s l saob,t dux EQUIV. GRANULAR MATERIAL �wsw•°j' ,sde.eetilun NOT TO SCALE PAVEMENT: USE BORROW T= sa %..-"3 I s a.mak �s ID agapespam COMPACTED TO 90% STANDARD PROCTOR DENSITY TO 1/6 OF TRENCH BACKFILL LEGEND: s4"". Ra<ty 1-0h. Tum 2 R," LOP, glad. O \ ,MTR, 0ldcdhk 1Vlre,o Surhvl Eal.4 E]y.1 ® T1.1,SIxi INDrANA DEPARTMENT OF TRANSPORTATION SECTION B� PARALLEL CUM RAM COMPON ENT DETAILS SEPTEMBER 2016 s+al,akwM 4 r -rt. STANDARD DRAWING NO. E 6D4-SWCR-130 �•'�'•'[ G"a - y NO. �' :. h/dw�IL'w a1/rslss 0®116rMCYW E11®EEL GTC -w foxooLt4 = S1dex,k Efyerycn la"c °"�*�°m SECTION A .-y "a,Ea. IslafwfJ-�T�&r D317d/46 -A ''�rLWAL C�� tleeE Rlatlll! MTC aGMVa i11R1 mal" � r•v 4 m s4•we I Fard FLnd S I R l.__..? �Omrak re+agi POUIE JDICULAR CURB RAMP AWACENT WAWIBLE SURFACE �'. SaewmeiraFlRtlen sw• uap at R•ykea I'—'1 rue cs r[mLa.ok le.l� � adaamk 4'0' saewlr § ® Ro.e sura 1 PERPENDMJLAR CURS RAMP ADJAC@TT NON -WALKABLE NOTES: Qi w,ea kaMktrr wdn h.[.�.,k. mtr.rd a.a d da<..�. me e,ta garAlO pepsdkNr are ramp nsdxrq yepe, i1+11N—s",:1, tra,e]ur e•y ME••010 k1"KV�r y0alk fF•d• :k ueb�Rn nnnr• e1RRe y1Y ro[ sung 9]3sk. 2 W mmw wrA yet IED tWixnun sett a Ked1 tPd 4RxaR Whex ffieT-rri1Y sag! beantraYd 1[me heck t[he ddnralk Ile M�..�um ,�• dnaekn tl•16e+ rt :5 R wN Ike Sal unaulon huts dYemon mme ramp rurYq gape. ixex a [end pwpwba4 sot ranp Yuseo,awmmae dtumire sw�v Oiall Ogre a mnmm Beer ee,msw d s rt e s rt. LEGEND: 0 awrraoRllr Fraee+•a eEs.s».oa of z M ]1dLte9k wenunp Sur ® spw zUJ mzm II GREEN -ILLUMINATING TAPE (LETTERS) STANDARD SIGN (R7-8) BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) * "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. RED LETTERING / BORDER STANDARD WHITE SIGN (R7-201) CONCRETE 3000 PSI 6" 1/2"r 3" OF TOP SOIL 2"r PAVEMENT ci EXISTING / jKFILL N GROUND GRANULAR BACKFILL 9" 12" MIN. /�11STRAIGHT CONCRETE CURB DETAIL STOP OR HANDICAP SIGN INSTALLED IN LANDSCAPE AREA LVANIZED -CHANNEL ST (3#/LF) 2y. NOT TO SCALE os TRAFFIC SIGNAGE 10. NOT TO SCALE HANDICAP, NO PAR G SIGN INSTALLED IN PAR G LOT. HANDICAP LOCA S 2—SIDED WHERE STALLS ING. 1-2" ST PIPE, ROU OR SQUARE, SE CONCRETE STEEL PIPE ILLED W/CONCRETE (REQ'D. ONLY WHEN POST INSTALLED IN PAVED AREA) NG -7 PAVEMENT a v. v a:r -NAY ?. v. v \ v d' tr o�tr NI v: 10" CONCRETE FOOTING DISTANCE DEFINED BY LIJ m w D.O.T. of z w0 OZO IN. 6" TOPSOIL TO ENSURE GRASS U aw zUJ mzm II Of¢ � t0 OU Luo OO V) -LJ #4 RE—BAR a w o� 00 mwv M w \ CZOmo WITH JOINT FILLER. 3: cif MINIMUM WIDTH \ 0 os TRAFFIC SIGNAGE 10. NOT TO SCALE HANDICAP, NO PAR G SIGN INSTALLED IN PAR G LOT. HANDICAP LOCA S 2—SIDED WHERE STALLS ING. 1-2" ST PIPE, ROU OR SQUARE, SE CONCRETE STEEL PIPE ILLED W/CONCRETE (REQ'D. ONLY WHEN POST INSTALLED IN PAVED AREA) NG -7 PAVEMENT a v. v a:r -NAY ?. v. v \ v d' tr o�tr NI v: 10" CONCRETE FOOTING DISTANCE DEFINED BY d (MIN) D.O.T. REQUIREMENT z w !� IN. 6" TOPSOIL TO ENSURE GRASS 6" aw GROWTH IF NOT I � to oX: #4 RE—BAR a w o� os TRAFFIC SIGNAGE 10. NOT TO SCALE HANDICAP, NO PAR G SIGN INSTALLED IN PAR G LOT. HANDICAP LOCA S 2—SIDED WHERE STALLS ING. 1-2" ST PIPE, ROU OR SQUARE, SE CONCRETE STEEL PIPE ILLED W/CONCRETE (REQ'D. ONLY WHEN POST INSTALLED IN PAVED AREA) NG -7 PAVEMENT a v. v a:r -NAY ?. v. v \ v d' tr o�tr NI v: 10" CONCRETE FOOTING DISTANCE DEFINED BY d (MIN) D.O.T. REQUIREMENT 30" TO 60" 4" IN. 6" TOPSOIL TO ENSURE GRASS 6" aw GROWTH IF NOT w 4 WITH A JOINTER HAVING A UNDER PAVEMENT #4 RE—BAR ❑ 00 RADIUS OF 1/4' AND FILLED \ LIJ WITH JOINT FILLER. OF PAVEMENT, CURB—/// MINIMUM WIDTH \ 0 SIMILAR STRUCTURE 1.25 OD + 12 4- BLIC RIGHT—OF—WAY SEE DETAIL \\ ° U- C FOR DIMENSIONS 45' STONE ° L47 IF WITHIN 5' OF EDGE OF PAVEMENT, USE "B" BORROW OR 04 COMBINED CURB & WALK DETAIL F NOT WITHIN 5' OF EDGE OF "B" EQUIV. GRANULAR MATERIAL 10. NOT TO SCALE PAVEMENT: USE BORROW COMPACTED TO 959b STANDARD PROCTOR DENSITY FOR ENTIRE ID COMPACTED TO 90% STANDARD PROCTOR DENSITY TO 1/6 OF TRENCH BACKFILL \JOD PIPE DIAMETER AND REGULAR \ BACKFILL TO TOP OF TRENCH LEGEND OD = OUTSIDE DIAMETER ID =INSIDE DIAMETER d =DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE ID d (MIN) 27" & SMALLER 3- 30" TO 60" 4" 66" & LARGER 6" —g8 STONE OR APPROVED EQUIVALENT EDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE. NOTES: 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 13 REINFORCED CONCRETE PIPE RCP 10' BEDDING/TRENCH DETAIL NOT TO SCALE 1/2' PREFORMED JOINT FILLER 1 ,.. - SLOPE To MATCH ADJACF)tiT CVRe CONCREfEPAVE111ENf �•' - . :�. ±~ '- '.:'; . ' � , �3' CLASS 'A' •a ' - - - -+ a y r. -k , CONCRETE ID = 71/2' COMPACTED SURCRADE CONCRETE DRIVE WITH COMBINED DEPRESSED CURB AND GUTTER NO SCALE NOTES: CURING COMPOUND SHALL BE PLACED ON ALL E]O'M SURFACES, INCLUDING SIDES. WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SLIP FORMING DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. CONTROL JOINTS SAWCUT EVERY 5 MAXIMUM ON RADII OTHERWISE EVERY 10' NAMMUM PATH PREFORMED DPANSKIN JOINT EVERY 50• ALL ROADS FACE OF CURB IS TO BE 7 f, BACK OF CURB 13 } 1.1.1 CIZ0 Q Q m Z) rQ U Cn Cn LTJ (� LaJ m V o w > Ckf r LaJ CJ Q U Cn Q z N z CD ��� IKEPARKII . "mo" T41:415.333.6Q6 Td:6B6.764.2453 Fax 415.333.2032 Welle Li) Rac� Pal mi GroLp, IC(?. Md StW Md Man Franchaa,CA 94103 WSH3602-SQ-SF Height: �6' Width: 19" Flanges: 5"x 6'x 3 8" rounded comers Mounting Holes! (6) 9/16' dia. quare TU be:" x 2" X. wal MIG Welded Finishes: Hot -Dipped Galvanized PowderCoat Color Stainless Stee1304 brush€•1 BICYCLE PARKING DETAIL (OR APPROVED EQUAL NOT TO SCALE 1"-110#/SYD. HMA BITUMINOUS SURFACE 9.5mm ON 3"-330#/SYD. HMA BITUMINOUS Q43 1 a Qa INTERMEDIATE 19.Omm ON a\�l a\\� 8" COMPACTED AGGREGATE #53 BASE ENINEER TERRAGRID APPROVEDO TEN AR E.TX5) 12" SUBGRADE COMPACTED TO HEAVY DUTY ASPHALT 95% OF A STANDARD PROCTOR o2 PAVEMENT SECTION ** DESIGNATES CONSTRUCTION ALTERNATE, IF NEEDED 10. NOT TO SCALE 6"x6"-W2.9xW2.9 WWF 8 -INCH CONCRETE PAVEMENT—\ HANDICAPPED PARKING SIGNS 4" WIDE BLUE STRIPE 9' HANDICAPPED 5' 9' HANDICAPPED (TYPICAL)\_8' (TYPICAL) MIN. FOR VAN ACCESSIBLE o5 HANDICAP PARKING 10' STALLS NOT TO SCALE 1"-110#/SYD. HMA BITUMINOUS SURFACE 9.5mm ON 3"-330#/SYD. HMA BITUMINOUS 0 OO OD OD OD OO INTERMEDIATE 19.Omm ON ��OOO�OOO�OOO�OOO�OOO�O 6" COMPACTED AGGREGATE #53 BASE o\oo�oo�ool\oo\ooh )o Oo O Oo O Oo O Oo O Oo O ( ENGINEER ERRAGRID� EN ARO E.TX5) 2" SUBGRADE COMPACTED TO 95% OF A STANDARD PROCTOR LIGHT DUTY ASPHALT 03 PAVEMENT SECTION ** DESIGNATES CONSTRUCTION ALTERNATE, IF NEEDED 10. NOT TO SCALE TOOLED CONTROL JOINT 1/2" WIDE, MIN. 3/4" DEPTH 4" CONC. SLAB W/ 61r 1" RADIUS—TOOLED MEDIUM BROOM FINISHED BROOM FINISH ROUND EDGE WITH CONCRETE CURRING CONCRETE COMPOUND. 4,000 PSI 6" NO. 53 COMPACTED STONE 4 1211 SUBGRADE COMPACTED TO --,,J O O O O O O O O O 95% OF A STANDARD PROCTO o1 CONCRETE PAVEMENT SECTION 10. NOT TO SCALE 100' 25' 25' TRANSVERSLE EXPANSION JOINTS 14 CURB JOINT DETAIL 10. NOT TO SCALE TOP OF CURB SAWED OR TOOLED TRANSVERSE CONTROL JOINTS 144 a. a . m a a ; ° NOTE: " WIDE "COVER (MINIMUM) ow Q` d JOINTS SHALL BE CUTt aw STRIPE w a WITH A JOINTER HAVING A ° . , ; .. .. d: Q #4 RE—BAR ❑ 00 RADIUS OF 1/4' AND FILLED p w C LIJ WITH JOINT FILLER. N W C 0 4- U # SEE DETAIL WIDTH OWALK OR MAX 6' V ° U- C FOR DIMENSIONS 45' 4" WIDE BLUE STRIPE 9' HANDICAPPED 5' 9' HANDICAPPED (TYPICAL)\_8' (TYPICAL) MIN. FOR VAN ACCESSIBLE o5 HANDICAP PARKING 10' STALLS NOT TO SCALE 1"-110#/SYD. HMA BITUMINOUS SURFACE 9.5mm ON 3"-330#/SYD. HMA BITUMINOUS 0 OO OD OD OD OO INTERMEDIATE 19.Omm ON ��OOO�OOO�OOO�OOO�OOO�O 6" COMPACTED AGGREGATE #53 BASE o\oo�oo�ool\oo\ooh )o Oo O Oo O Oo O Oo O Oo O ( ENGINEER ERRAGRID� EN ARO E.TX5) 2" SUBGRADE COMPACTED TO 95% OF A STANDARD PROCTOR LIGHT DUTY ASPHALT 03 PAVEMENT SECTION ** DESIGNATES CONSTRUCTION ALTERNATE, IF NEEDED 10. NOT TO SCALE TOOLED CONTROL JOINT 1/2" WIDE, MIN. 3/4" DEPTH 4" CONC. SLAB W/ 61r 1" RADIUS—TOOLED MEDIUM BROOM FINISHED BROOM FINISH ROUND EDGE WITH CONCRETE CURRING CONCRETE COMPOUND. 4,000 PSI 6" NO. 53 COMPACTED STONE 4 1211 SUBGRADE COMPACTED TO --,,J O O O O O O O O O 95% OF A STANDARD PROCTO o1 CONCRETE PAVEMENT SECTION 10. NOT TO SCALE 100' 25' 25' TRANSVERSLE EXPANSION JOINTS 14 CURB JOINT DETAIL 10. NOT TO SCALE TOP OF CURB SAWED OR TOOLED TRANSVERSE CONTROL JOINTS 48 BETWEEN EXPANSION JOINTS (MAX) f a I •1 L PREPARED SUBGRADE COMPACTED IN ACCORDANCE 1HTH SECTION 207 OF STANDARD INDOT SPECS. CONCREI"F SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO 'PICTURE FRAME' FINISHES IWLL BE PERMITTED CLASS W CONCRETE 6' DEPTH Or CONCRETE AND V CCMAAACTED AGGREGATE NO- 53 TO BE USED ACROSS OWES IF AGGREGATE IS REOUIRED P STONE WILL BE USER AT A MINIMUM OF 4, WTH EXCEPTION OF ACROSS DRIVES a . n 144 a. a . m a a ; ° NOTE: "COVER (MINIMUM) ow Q` d JOINTS SHALL BE CUTt aw w a WITH A JOINTER HAVING A ° . , ; .. .. d: Q #4 RE—BAR ❑ RADIUS OF 1/4' AND FILLED p w C LIJ WITH JOINT FILLER. N W C 0 4- U # WIDTH OWALK OR MAX 6' V ° U- C �Nmi TRANSVERSE JONTS 48 BETWEEN EXPANSION JOINTS (MAX) f a I •1 L PREPARED SUBGRADE COMPACTED IN ACCORDANCE 1HTH SECTION 207 OF STANDARD INDOT SPECS. CONCREI"F SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO 'PICTURE FRAME' FINISHES IWLL BE PERMITTED CLASS W CONCRETE 6' DEPTH Or CONCRETE AND V CCMAAACTED AGGREGATE NO- 53 TO BE USED ACROSS OWES IF AGGREGATE IS REOUIRED P STONE WILL BE USER AT A MINIMUM OF 4, WTH EXCEPTION OF ACROSS DRIVES a . n 144 a. a . m a a ; ° ° °` ° "COVER (MINIMUM) Q` d o ° 1. d \ 4" COMPACTED °. ° . , ; .. .. d: Q #4 RE—BAR #53STONE E c 4 4- ° U- C OMPACTED #53 -COMPACTED STONE ° L47 04 COMBINED CURB & WALK DETAIL 10. NOT TO SCALE 1-1 /2"— A 3/4" HOLES FOR A 12" STEEL ANCHOR ROD o9 PRECAST CONCRETE 'Q -0 V WHEELSTOP NOT TO SCALE I— z w > Q D_ U Z L0 0 O O U ell, 0')�wQcao C) 00 � � 0 1, ^ Z N I� O '.0 �T ^ ) 0 X CV �a 5 O •> �1 M� � C rs.00 U)C 17 ED 1F3V N WHO QLo � v 00 ♦♦AA ~ �+♦ N U r1_ In _O ,,,IIIIIIII,I ♦��,G ♦ \ .•' G \BYTE •'•. RFD•, Ng to• : PE10403858 -- o : STATE OF to .P 0"� ••... I A�; • •G\�� ♦♦♦ O DATE: 07/20/2018 w ra � `.J o � O Q U 1� OwU Q O ---j 4Cd � O U � � ��o w a� IL-4 w O� ON PROJECT NUMBER DER. 001 DRAWING NUMBER C1000 SHEET 10 OF 15 DWN BY: KPB CHKD. BY: EAG SCALE: NSA DATE: 07/20/18