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Home My WebLink About3939-4U N E 5 3'!, m ?M tl 7 L "nen", 0 ,d� I 'w +c I10 i L " N IL 0"A" N W silo P� A N 'S E ll Tfl;,' t 4, fwl', A!"i I t r rg" E S",-, T R, iF F T 6 P'?' Ilk 0 -5 a, 0 7 1 a wrom x 1", d 1C I INA, I ? Zz I .... . ...... . ........ m I'lih C t_ �C_ ... . ... 7 A F I ":'7 It jfe,� ql, j_ L 77 v S TRi,,�, E T S 1:-?" Li0i N 2 41 A i2l.S ota 5, Q T R E, E 'f S k3, pip T P A T R 4�'E W, L _4 n rn x rnmn MPE "t"'41 11 .... ....... I AIJ I ...... . .... . 4"" J, 7- 4J N t v 6 It LA Y 7mm, n f4 4 L,l L, 1_,� k 1, g 4 k,,,z F", T "i" v Y �q s . . ...... T-- SECTION C C I N Sl CTION A m . .... . .. F- F, 4, .. . . ...... tq,, j rinn, . ... ... .. wwi, 'N' P El""', tmt,, T El �5 1PNIM*W - - . ..... ... .... 1' Ad, L E, AAL li`t� M P E 11 r C11 yyTp Fl"`�'llll I I- 'If t I'll., P11 t"), v rl �, IF, fl, tl C, Mil'UN, PLIME RCP OR, REM *RCED 'wl0,,,,N0L)T IC 1104111, C&_11, SEE, NOTE 2 -_1 CAIII, C111): SPUR M ii -t, ;p 34 0 SIVEEL 'J "'R 1 NG 1�v V L CNC % R CH00 �,7 ELEV 4� g, VIMAIIST1,1081 0`�k EAR T H SECTION Z -Z C W, A, rl%`iH',),fi0U& ilRY T�,41f',,, a woru swn cas, wwc;_ FIE9141, TONI 110 WE'll I w S T A, P 0 1 NT' f/21 (p x t- HILTI L A TEE R A KWIK-BOLT OR SEE NOTE 3 EQUIVALENT 1"' L A N /�4 yp, Ofvt 0, 4 50 owma t*3, Off *4 0 BAR 3 x 3/8, OC Tit SAR, Typ. 3 ARS 154A 0 f50 mrn 0 6"'ll oc 4-1 r -BAR 3 x 3/8� 5/s. 14 0, Z 11 TYPA CONC. SUPPORT, BAR 3 x REMOVABLf TYP,. J wI LEV, R EA BT 0 pt 15 pi WALL 01,25, v 1',,l A R rs; It',,, to, 9, a 0 75 murr ( 3") OC C014IO, 1�': TE' CJP, ACEL ft_`� 265-C-II4 (450-C-20001� SEE NOTE 9 It LATERAL/ CONNECTOR PIPE 10M 0 450 fras ,(s,35, OR #4 0, 1#31) OC TIE SARS E AND F SARS 15m 0 75 aw"n, *5 0 31 OC, 5EE NOTE 8 TABLE OF V,l,A,LUES FOR B T SECTION M --M E4 A, R S G BAR 15� -2 'I OF 2 m N!j2: I. WHEN DEPTH M FROM, STREET GRADE To THE TOP OF THE BOX IS LESS THAN 867 mm (2"-40 1/2") FOR PAVED STREETS OR tO6O mm, FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N', DEPTH M MAY BE REDUCED 'TO AN ABSOLUTE LIMIT OF 150 mm f,6*) WHEN LARGER VALUES OF M WOULD REDUCE 1-1 IN SE'�GTION C -C TO [060 mm (3-F-im) OR LESS. Z H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECT10N (,,-C) SEE NOTE 1. L ! HALL BE 1,2 rn 14'--0') UNLESS OTHERWISE SHOWN, L MAY BE IN- CREASED OR LOCATION OF MANHOALIE SHIFTED 71'0 MEET PIPI ENDS. BUJ_ ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER, 4 'T '153HALL BE 200 mm, (8") FOR VALUES OF H' UP TO AND INCLUDING 2-4 m (8'-0*) AND 250 mm 001 FOR' VALUt-7-S OF H OVER 2-4 m 5, STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LtNE OF SHAFT, ELZE-1-VATIONS ARE SHOWN AT' CENTER LINE OF SIHAFT ANO REFER 'TO THE PROLONGED INVERT GRADE LINES. ',3*EE NOTE 3� 6, REINFORCEMENT SHALL CONFORM T'0 ASTM A 611,15M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mrn 0 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7� FLOOR OF MANHOLE SHALL BE S'TEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT 'THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY JUAY BE PLACED AT 3FR),NG LJNE, 9� THICKNEISS OF THE DECK $HALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm ft8'), STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS 0-Ir'HERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm, 05') 0C, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE AT 'THE SIDE OF TH(-,-, MANHOLE, STANWARD, PLAN 4E OR BOTH MAIN LIN E h 4 F T f � tt- 321-1 DRSMALLER) S4 A E El 2 OF 2 NO TE:-' THIS JUNCTION, STRUCTURE SHALL BE U!,3ED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 7HE INSIDE DIAMETER 0 OF THE MAIN LINE; OR WHEN 'THE INSHOE DIAMETER 6 OF THE LATFRAL IS GREATER THAN 600 mm (24')- B SHALL NOT EXCEED 75 D OR 975 mm (39"). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHFC AR(, -,H STORM DRAIN, D SHALL REFER TO 71FIlE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REOUIRED FOR A REINFORCED MONOLITI-41C ARCH. 3� STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4, VALUES FOR A, E3� C AND 0 SHALL BE $HOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIION S SHALL BE SF40VVN ONLY WHEN REQUIREO PER N OTE 5. 5, ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS W THE INLET POPE IS 70 ENTER THE MAiN LfNE RADIALLY- b� ELEVATION R SHALL BE SHOWN' ON THE PROJECT DRAwINGS ONILY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLIET PIPE. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN ENLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY, INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIIN LINE RADIALLY UNLESS OTHERWJSE INDICATED, THE INLET PIPE MAY ENTER THE MAI,N LINE OTHER THAN RADIAL -LY IF ANGLE A IS GREATER THAN 450, 6 IS LESS THAN OR EQUAL TO 600 mrn (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN �5 0: OTHERWtSE. STANDARD PLAN 340 SHALL EIE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SEC71ON OF PIPE. 8� THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITMOUT DAIMAGING THE REINIFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MARN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9- THE MAIN LINE SHALL BE REiNFORCEID WITH A CONCRETE CRADLE 4ND ENCASEMENT (A -S APPLICABLE). .4 CONCRE'rE ENCASEMENT IS REOUtRED IF A JOtNT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12*1 ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. W CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10,, REINFORCING STEEL SHALL CONFO,,,RM TO ASTM A 615M, GRADE 300. (ASTM A, 615� ORADE 40), ANQ BE PLACED 40 mm, 0 1/2") CLIEAR FROM CONCRETE SURFACES, UNLES'53 OTHERWISE SHOWN F SARS SHALL BE CARRtED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH, J=7D/12 + 150 mm (61. tL FLOOR OF THE SPUR $HALL BE STEEL -TROWELED TO THE SPRING LINE OF TH E S P UR. 12- DIWIEKSfONS SHOWN ON THfS PLAN FOR METRIC ARD ENGLfSH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN Fb4,,,8'LIl%H U,N,,ITS MAY SE _SU',,8:STITUTE IF IF ENGLISH UNITS ,D FOR METRIC BAR SIZES. m N - SOG,UrTH, �ERN CALlF0,RNlA CHAPT ER, STANDARD PLAN METM WE OR ROTH MAIN LINE 321-1 � CIRAMAl I FRI, SHEIE"T 3 OF �,� i --EXIST. OR PROP, HlEADWALL OR WINGWALL v --BAR 3 3/8 52 �\T Y P SECTION C -C. (-SH- 1) IL STAINLESS STEEL f/21 (p x t- HILTI DAN 0, S 5 lWKILDE0 01" KWIK-BOLT OR 6'0-C (T'YP,) EQUIVALENT -3 /�4 yp, BAR 3 x 3/8, C CONCRETE SUPPORT ------ I Typ. K 3,/e r-8,AR 3 x 3,/$� TYP., 4-1 r -BAR 3 x 3/8� 5/s. CONC. SUPPORT, SEE SECTION D-0 ELEVATION ,- BAR 3 x 3/8 12' 0 BOLT AND NUT AND CONC, SUPPORT CUTOFF TYP" 1/4 POINT BAR 3 x 3/8---- ;rl-TT,7'.7- 03 IV 24' Q _mW \---04� kS., 30 MIN. COVER SECTION D -D (SH� 1) IS 6" -0" OR GREATER i!'.l a2 t MIAX� t C(ISH4-2) ie� (TYP�)l SYMMETRMAL J, AROUT t sil B+ 70' "Z, oNaurri 'w_ "", --- At ISH_2, Aol>�� ... . . ..... A-, 21 -1,C(SH�2) I, ABOUT C DF TA I L T, 64 MAX 11 s H .2), tD(SW2) '0� OUTLET CONDU I T x 7" LONG _'EXIST, OR BOLT AND Waff PAW sLOPE M&E'A En 0 �,f, EXIST� OR A NT� TYP,�` Typ, 18,AR 75 31/8� HEADWALL AND > 'WINGWALL CASE B C 1/2' BOLT AND NUT, TYP,Il_l.l 3 x 3/8, TYP, F CASE A SECT. C -C, SH,2, FOR DE,7AILS SECT� C -CII SHIZ 7- SECT� D-1]), FOR, DEIAILS zoo SH. le!. FOR NN, DETAILS F 1%*A r -SEE SECT_ 0-0� QZ� 14 mt, / I SH,.2, FOR, I �( j I or 14 4TAILS 1/4 'Z 4�-OUTLET comouff- OUTLET CONC. 5UfwP0RT-/ J" CONDUIT-� L L IQ AT"a t 4 !DETA I L _4 SECTION A -A ,v-- EXEST. OR PROP. tw , 1, 2" Q, ETAILgFo KAVIOALL AND (sml) WiNOWALL ;k EXMT� OR PROP,, "EADWALL- 3 TAS, 1, L I Z) 'S WE 41 0 itl Typ� 7!� DETA 1 11 "1 WW" CONC', 'WONC� SUPPORT (SH,2) A)PPORT jv I,* REMOVABLE OLE 31* RE,,M,(,)VA PON T I ON--- Typ") POR DETAlL*'E` C'ASE A CASE B LL EV � A. I. R!Y T."_C Pkv8tj',,C,, Iff,)RKS STANDARMIE5 WC_ WKF%O ^00wuolm I swiv , Q%Owx regiawN %ow%T."m vop It STANDA#ttl PLAN TRASH RACK (INCLINED) 011A i - n OF 3 NOTES 1,, MAXIMUM SIZE OF OUTLET TO BE USED WITH THIS RACK 15 4841 PIPE OR 48"" WIDE RC8. MAXIMUM LENGTH OF RACK LR IS, fW-0*, 2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO I VERTICAL. 3� THE CONCRE"rE SUPPORT IS NOT NECESSARY IF EXISTING OR PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT CAN 'BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR INSTALLATION. 4. GALVANIZE ALl,. EXPOSED FERROUS PARTS AFTER FABRICATION. 5� IF FIELD WELDS ARE NECESSARY, USE GALVICON. GALVALLOY OR AGENCY APP'ROVED EQUAL FOR COATING. 6� ALL BOLTS SHALL BE 1/2" IN DIAMETER AND 7* IN LENGTI-1., ON REMOVABLE PORTION OF THE RACK. USE 300 SERIES STAINLESS STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A. AND WHERE HEADWALL AND WINGWALL ARE EXISTING, HILTI KWIK-BOLT OF! EOUIVALENT CAN BE USED� TRASH RAC (INCLINED) 361-0 SHE 3 OF, 3 I- =�ffj C 13OLT 5 NUT DAN 0, S 5 lWKILDE0 01" /-BAR 3 x 3/8. 16' C (TYPj Typ. �1 01 81101TOM, OF THE RACK ok$ /�4 yp, ... PROVIDE SLOT C CONCRETE SUPPORT ------ I - (TypJ X� SEE DETAIL 'F' K 3,/e r-8,AR 3 x 3,/$� TYP., 1/4 yp. r -BAR 3 x 3/8� t TYP. 0, Z 11 TYPA CONC. SUPPORT, BAR 3 x REMOVABLf TYP,. SEE SECTIObi D -D-/ "I 111"'r, lFoll, ', IS 6" -0" OR GREATER i!'.l a2 t MIAX� t C(ISH4-2) ie� (TYP�)l SYMMETRMAL J, AROUT t sil B+ 70' "Z, oNaurri 'w_ "", --- At ISH_2, Aol>�� ... . . ..... A-, 21 -1,C(SH�2) I, ABOUT C DF TA I L T, 64 MAX 11 s H .2), tD(SW2) '0� OUTLET CONDU I T x 7" LONG _'EXIST, OR BOLT AND Waff PAW sLOPE M&E'A En 0 �,f, EXIST� OR A NT� TYP,�` Typ, 18,AR 75 31/8� HEADWALL AND > 'WINGWALL CASE B C 1/2' BOLT AND NUT, TYP,Il_l.l 3 x 3/8, TYP, F CASE A SECT. C -C, SH,2, FOR DE,7AILS SECT� C -CII SHIZ 7- SECT� D-1]), FOR, DEIAILS zoo SH. le!. FOR NN, DETAILS F 1%*A r -SEE SECT_ 0-0� QZ� 14 mt, / I SH,.2, FOR, I �( j I or 14 4TAILS 1/4 'Z 4�-OUTLET comouff- OUTLET CONC. 5UfwP0RT-/ J" CONDUIT-� L L IQ AT"a t 4 !DETA I L _4 SECTION A -A ,v-- EXEST. OR PROP. tw , 1, 2" Q, ETAILgFo KAVIOALL AND (sml) WiNOWALL ;k EXMT� OR PROP,, "EADWALL- 3 TAS, 1, L I Z) 'S WE 41 0 itl Typ� 7!� DETA 1 11 "1 WW" CONC', 'WONC� SUPPORT (SH,2) A)PPORT jv I,* REMOVABLE OLE 31* RE,,M,(,)VA PON T I ON--- Typ") POR DETAlL*'E` C'ASE A CASE B LL EV � A. I. R!Y T."_C Pkv8tj',,C,, Iff,)RKS STANDARMIE5 WC_ WKF%O ^00wuolm I swiv , Q%Owx regiawN %ow%T."m vop It STANDA#ttl PLAN TRASH RACK (INCLINED) 011A i - n OF 3 NOTES 1,, MAXIMUM SIZE OF OUTLET TO BE USED WITH THIS RACK 15 4841 PIPE OR 48"" WIDE RC8. MAXIMUM LENGTH OF RACK LR IS, fW-0*, 2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO I VERTICAL. 3� THE CONCRE"rE SUPPORT IS NOT NECESSARY IF EXISTING OR PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT CAN 'BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR INSTALLATION. 4. GALVANIZE ALl,. EXPOSED FERROUS PARTS AFTER FABRICATION. 5� IF FIELD WELDS ARE NECESSARY, USE GALVICON. GALVALLOY OR AGENCY APP'ROVED EQUAL FOR COATING. 6� ALL BOLTS SHALL BE 1/2" IN DIAMETER AND 7* IN LENGTI-1., ON REMOVABLE PORTION OF THE RACK. USE 300 SERIES STAINLESS STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A. AND WHERE HEADWALL AND WINGWALL ARE EXISTING, HILTI KWIK-BOLT OF! EOUIVALENT CAN BE USED� TRASH RAC (INCLINED) 361-0 SHE 3 OF, 3 I- =�ffj L DAN 0, S 5 lWKILDE0 01" 81101TOM, OF THE RACK ok$ A4[ Y, 0 K 3,/e r-8,AR 3 x 3,/$� TYP., NEIrl-Es- SIARly t ofl OF INryp, , If OK AS 4ER. ARY ,jk jo LOR' 1"Ot T ANO NUT, 5 EA BT 0 pt 15 pi WALL Ilk 114 T -yp IS 6" -0" OR GREATER i!'.l a2 t MIAX� t C(ISH4-2) ie� (TYP�)l SYMMETRMAL J, AROUT t sil B+ 70' "Z, oNaurri 'w_ "", --- At ISH_2, Aol>�� ... . . ..... A-, 21 -1,C(SH�2) I, ABOUT C DF TA I L T, 64 MAX 11 s H .2), tD(SW2) '0� OUTLET CONDU I T x 7" LONG _'EXIST, OR BOLT AND Waff PAW sLOPE M&E'A En 0 �,f, EXIST� OR A NT� TYP,�` Typ, 18,AR 75 31/8� HEADWALL AND > 'WINGWALL CASE B C 1/2' BOLT AND NUT, TYP,Il_l.l 3 x 3/8, TYP, F CASE A SECT. C -C, SH,2, FOR DE,7AILS SECT� C -CII SHIZ 7- SECT� D-1]), FOR, DEIAILS zoo SH. le!. FOR NN, DETAILS F 1%*A r -SEE SECT_ 0-0� QZ� 14 mt, / I SH,.2, FOR, I �( j I or 14 4TAILS 1/4 'Z 4�-OUTLET comouff- OUTLET CONC. 5UfwP0RT-/ J" CONDUIT-� L L IQ AT"a t 4 !DETA I L _4 SECTION A -A ,v-- EXEST. OR PROP. tw , 1, 2" Q, ETAILgFo KAVIOALL AND (sml) WiNOWALL ;k EXMT� OR PROP,, "EADWALL- 3 TAS, 1, L I Z) 'S WE 41 0 itl Typ� 7!� DETA 1 11 "1 WW" CONC', 'WONC� SUPPORT (SH,2) A)PPORT jv I,* REMOVABLE OLE 31* RE,,M,(,)VA PON T I ON--- Typ") POR DETAlL*'E` C'ASE A CASE B LL EV � A. I. R!Y T."_C Pkv8tj',,C,, Iff,)RKS STANDARMIE5 WC_ WKF%O ^00wuolm I swiv , Q%Owx regiawN %ow%T."m vop It STANDA#ttl PLAN TRASH RACK (INCLINED) 011A i - n OF 3 NOTES 1,, MAXIMUM SIZE OF OUTLET TO BE USED WITH THIS RACK 15 4841 PIPE OR 48"" WIDE RC8. MAXIMUM LENGTH OF RACK LR IS, fW-0*, 2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO I VERTICAL. 3� THE CONCRE"rE SUPPORT IS NOT NECESSARY IF EXISTING OR PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT CAN 'BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR INSTALLATION. 4. GALVANIZE ALl,. EXPOSED FERROUS PARTS AFTER FABRICATION. 5� IF FIELD WELDS ARE NECESSARY, USE GALVICON. GALVALLOY OR AGENCY APP'ROVED EQUAL FOR COATING. 6� ALL BOLTS SHALL BE 1/2" IN DIAMETER AND 7* IN LENGTI-1., ON REMOVABLE PORTION OF THE RACK. USE 300 SERIES STAINLESS STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A. AND WHERE HEADWALL AND WINGWALL ARE EXISTING, HILTI KWIK-BOLT OF! EOUIVALENT CAN BE USED� TRASH RAC (INCLINED) 361-0 SHE 3 OF, 3 I- =�ffj