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HomeMy WebLinkAbout3082-10ISM a 300 ,mM•4e12.1 7- FACE PLATE EACH WAY--- '! A53•EMBLY NOTES m rS •m(I/4.111-----� , STR T W T%. NOTES: ISMO 300 tRm N4 O I2• 330-C-23 1560-C-32501 COitCRETE E BARS -2 �p NE 6 t`; i+ ! Ion SwL C& S- 2 BELOW OPENRMG C SMS ISM 0 430 no STRUCTURAL DATA I. INHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EX L/2 iTYP.) 25 mm it•) (TYP.1 !. A CONCRETE COLLAR 15 REQUIRED WHERE THE CHANGE 1N GRADE � t•4 • ►e•) - ; ___ SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE EXCEEDS IO PERCENT. C 0flE c DoE Iv: LL POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME �a 300 mw U2') MIK B t BARS 11AJtS B r3,Y { BARS BARS I i� I , rook"I - Q gLOPE f RETE AS )N THE BASIN. WHEN POURED MONOLITHICALLY, THE I 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 11 b 300 mm (I2•) 115 mm 14.1 " PROVIDED WITH A WEAKENED SIDEWALK SMALL 8ES �� TS Rm !31 MIN. 1050 mm (421 140 mm t7 I/2•) FLOW LINE =s IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE 4F4 n' j ,r THE EXTERNAL PERIMETER OF THE N2S I FACE • 3 PLANE C TCM BASINiwALLSP SAWGui CONTINUOUSLY AROUND 375 ERm q5') ICS mm {4 1J4•! PLATE ll t OF THE SIDEWALK INCLUDING ACROSS THE FULL WIDTH THAT IS GREATER THAN 25 min (1.1. BUT IS LESS THAN 75 Im6{(3•) ; ��J` EP m'•' mm t4S•) I!0 wRn (7 3/try - K. SURFACE OF ALL EXPO A CONCRETE COVER IS REQUIRED iN ACCORDANCE WITH SUBSECTION df' 45d mm {161 115 Rrrl 114 11/2• o fTYP.i� I - COLOR. SED CONCRETE SHALL CONFORM IN SLOP I + i LO ,FINISH. AND SCORING TO EXISTING OR PROPOSED E. GRADE, f / 306-1.2.4 OF THE SSPWC �!�,� / A •VII U 1MN. I O tfI(Ip Rim 146•) 21S SCORING o j f { C j ` ,BIS EXIST. PIPE l PLOW r 0 E � ISM • 300 ANm (•4 * I#•1 D L T 300 EMR Ei2'! 300 ars [1121 100 450 sm (W) "300 mm al 23 111 t5"1 0 so 1241 300 mm (jr)ISO ma 16'1 750 mm (301) 450 RFs 0111 1115 mm (7.) S00 ars %- it 430 mm 1181 223 Rm 1114 11050 ms t4 4ti0 RMI 001) 225 ,rm (97 1200 am 4491450 mm p8'1so 1W) 1426 Ism 45 450 mol 11161 an (10' ISOO on $25 mm 4W) mm tIm 141110 so tool5115 mm(21`) 73 mm till 1600 sm t72• 600 mm (24. 300 No `y 711 Q mm I8) LINE--- • �^ = BASIN. CURB AND WALK ADJACENT TO THE 523 RRR (21•) 140 mm 15•) •' i I 'tom LINE « '^ +> IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE 1275 RR1I t3P) ZS mm [6 I/2•I n _ 2 EXTRA t3MIEt I i m. 600 mm 124•} Cop mm 3 1/ . • e ) STEPS t 2. ALL CURVED CONCRETE SURFACE { 4) ON 2 SIp�S of ► S SHALL BE FORMED BY G R THAT I S EQUAL T R . Q L 4 Q GR _ E I a SHAPED BY PLASTERING. U YEO FARMS, AND SHALL NOT BE EATER THAN T6 mm (3'}, BUT LESS THAN •'m. � 13'30 RME 034.1 240 a.• C9•) `. MANHOLE FRAME v 150 mm 16.11, A CONCRETE COLLAR IS REQUIRED. tF THE CLEAR -- •' + g 613 nrR 127•) 140 mm t5 i! s I f t Io0 ,�. �' • Y') c n 1425 R•R 137•} 248 mm (9 114.1 E p AND COYER -,iii t4•NmN. SPACE IS [5O rmm t6'} 4R GREATER.. A TRANSITION STRUCTURE �j _ pp 3. FLOOR OF BASIN SHALL BE GIVEN A C AND LAT STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL LATERAL SLOP F AL IS REQUIRED. �� .��. -s 750 Rw, 130•} 1135 mm (b') iSDO mm (60•) 240 mm • CATCH 8A9•N - - { (49101Uc. 3 nr:-• E 0 i C. -2 C9 I/ ( I tR 2 MINIMUM AND t 3 MAXIMUM, EXCEPT WH£RE THE GUTTER GRADE 1186 ASOYE • 825 ,Irn i3b•) 163 mm t6 l/4•/ i 2) Y MANHOLE FRAME 11 o EXCEEDS $PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SH 2 Ow OPENING 1373 Rw (63•) 260 mm (IO•} O AND cOnR- o - I }� THE SAME AS THE T ALL BE 3. CONCRETE COLLAR SHALL NOT BE USED FORA 512E CHANGE ON E GU TER GRADE. SLOPE FLOOR FROM ALL DIRECTION - S TO THE OUTLET_ THE MAIN LINE. �� 111111 O 430 13M O 430 wrA 400 136'1 ISS mm t8 1f21 �' W ( r4i� ,� 4- �\ !#4 *is,] (N i te'f 1850 Rm t"i 260 me (10 1/4•) -� --� - - DIMENSIONS: 4. CONNECTOR PIPES �' / C BARS 973 mm 039'1 190 mm (7•) IT25 mm t6g•1 260 mm (10 3/4•1 -" _ L_ 3 _� _ b I, Esti j B - 970 mmt3`-t') A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOKED WITH A SECTI N A"A 1?25 mm l 9*1 260 < ° CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER t► / � mm (N 1 u 0 OPTIONAL SUBORADE CONNECTOR PIPE v • THE DIFFERENCE IN ELEVATION PIPE. O=DI OR E� , WHICH€VER 1S GREATER. F of OR McNSLITNIc THE AT BETWEEN THE TOP OF THE CURB AND THE INVERT OF WHEN Dz OR 8 GREATER THAN 1500 mm (721 !SEE PROJECT PLAN � �,. 6 CATCH eAtI1N CATCH BASIN AT THE OUTLET . 1.35 m{4.5•l. B. WHEN Da IS 13 GREATER TOORLESS THAN Q1. JON INVERTS AHD �� s CONNECTION v THE IFF EATER THAN 02. JOIN SOFFITS. r STEPS = , I U DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT L THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REOUIREMENTS A ly - N SECTION A -A OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mmI12•). 5. FOR PIPE LARGER THAN IBOO mm 172) SPECIAL COLLAR DETAILS ` W Y, =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF T ARE REQUIRED. I d I i HE CURB AND THE INVERT OF e 100 mm 0 ,prey THE INLET. NOTED ON THE PROJECT PLANS. 3 -ISM t041 CIRCULAR TIES, 6. FQR PIPE S{ZE NOT LISTED USE NEXT SIZE LARSER. p( ARI NOTE$ ( " 14•►R t ,-• "i N =NOTED ON THE PROJECT PLANS. SEE NOTE 9 '��.'"3 • L� �'0 MER CONNECTION � � 4 � � W . NOTED ON THE PROJECT PLANS. 7. REINFORCEMENT SHALL CONFORM TO ASTM A GIS M to 615) GRADE t. REINFORCING STEEL SHALL $E 4O mm (I-1/2-) CLEAR FROM FACE OF 7� -90•- 3HERE . C � r `� . ; A • THE ANGLE, IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE I'S�OIA CONCRETE UNLESS OTHERWISE SHAWN, DOWEL ITYP.) I y !' ,~,I� AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. F,{ t3. WHERE REINFORCING 15 REQUIRED THE DIAMETER OF THE CIRCULAR h. TIES SHALL BE D+(2X WALL THICKNESS) + T. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL 5. PLACE CONNECTOR PIPES AS INDICATED ON THE v 9. RE►NFORCING SHALL BE USED WHERE THE PIPE DIAMETER !S AT CENTER OF OPENING AN BE CUT FC PROJECT PLANS. UNLESS OTHERWISE SPEGI- CUTGREATER THAN 525 mRI (2t') AND ON ALL PIPES WHERE THE SPACES o r BARS -2 ABOVE s D BENT INTO WALLS OF MONOLITHIC PLAN ED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DO C CATCH ,� -� DOWEL DETAIL WHERE THE CONNECTOR PIPE is SHOWN AT A CORNER, THEDOWNSTREAM END OF THE BASIN. t e£L0W OIEJIINtt BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH INTERSECT THE INSIDE CORNER OF THE BAstu Aur aiaF..vE CENTERLINE a,; THE _PE SHALL t- - !f �\ l 1 ILIL 2 CUT iNl.7_7 BETWEEN THE EXTREME OUTER ENDS IS 73 mai (+3•) OR LARGER. BASiN SHALL BE CUT EI m,n CIN M T E ne- �4._ +Inn ..� � --� _ ----..__-____1 �•.�.•__ . w+wL O. z I W'S SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, LO ,4 37 2.4 111 ISO "Sit 130 m,Ra•1 THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL, STEPS SHALL '} WHERE THE SPACE BETWEEN HALPIPE ENDS EXCEEDS 75 nim {3•}. THE / (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN BE SPACED 300 mill APART. THE TOP STEP SHALL BE 175 msM7•i BELOW THE TOP I.0 mt3.3.1 3.5 nrtl2.1 200 ,MRIB•l 200 RII•ls•l 1O 8 v MANHOLE AND PROJECT 65 RYNC2-112.1. ALL OTHER STEPS SHALL PROJECT 130 RrRIS•) TO THE NUMBER OF CIRCULAR TIES SHALL 8E INCREASED TO MAINTAIN AN ($) ANGLE A FOR PIPES THROUGH 750 mm (30'1 IN DIAMETER O 3.14 tOO-D) APPROXIMATE SPACING OF 150 mm t6•) O.C. 2.0 mI7't I.8 Info•) 150 mde•l ISO rm i•I �,,>� 8 7. DOWELS ARE REQUIRED AT EACH CORNER 1z tN IN) IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. i.o M(rl 3.S ,RtI2't 200 Enn,fe-) 200 •Mts'1 , N BACKWALL. AND AT 2 mI7'1 ON CENTER (MAXIMUM) ALONG THE DETAIL RAF (SEE NATE 10) INTERIOR SURFACE 10. WHERE THE PIPE IS 325 non (21`) OR LESS IN DIAMETER AN INTERIOR 151 = 450 nm SONO-TLNV, OR EQUAL. ItITE3HOR FORM OF PIP[ FORM OF UNSEALED SONO -INTERIOR J OR EQUAL SHALL BE USED TO C SARs S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC A s.O R(t4) t.2 REt41 1S0 MRIt6.1 150 Rrfs•1 a' R O 8. THE PROVIDE A SMOOTH INTERIOR J41NT. THE PAPER FORM MAY BE /, E FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN NO ENGLISH UNITS E� LEFT IN PLACE (SEE DETAIL A1. WHEN THE PIPE IS USED mm THE ` // 7 ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE U 2.4 .Is I go •Easy O 3013 MONOLITHIC SED. ALL 20o MWGII j , y; CATCH BASIN CONNECTION WT 00. 1` SAW THE TUBE AT AN AMBLE OF Al WITH THE TRANS- DETAIL .Sr DR LARGER A REMOVABLE INTERIOR FORM SMALL BE USED OR THE VALUES USED FOR CONSTRUCTION SHALL L BE METRIC VALUES, EXCEPT 4.0 Ni41 3.3 0113 200 mIREs1 260 •RMtO.1 %N.f '• 309 CATCH BASIN REINFORCEMENT VtdgE PLJ1ttE. REYEIRlE ONE 6EG710N ANO TAPE S(iTN SECTIONS INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND * REINFORCING BARS SIZES IN ENGLISH UNIT$ MAY BE F 310 CATCH BASIN FACE PLATE ASSEMBLY AND P I mo. z#R FORMING THE LOWI UDI N ANGLE A. TYPICAL JOINT FOR NEATLY POINTED. SUBSTITUTED f /. PROTECTION BAR FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED A 1.2 mts'1 150 ERIe(6 i 130 ma6•t ,©!j 312 CATCH BASIN MANHOLE FRAME AND COVER Cut 14 2E I IDETHE N T SIVE JPPOSIr tRi�tE OPE A INT. REINFORCED CONCRETE PIPE USED FOR CONTRUCTION SHALL BE ENGLISH ALL VALUES �R!, �E,,,; s35 STEEL STEP SEN tTHE011 1 S ON THE SID[ OPPOSITE THE OPEN JOINT. H. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS UMTS. .c I.tt mIs l 130 wECe9 Z� Imye } t /, �O, J 635 POLYPROPYLENE PLASTIC STEP BEND E EMS OF THE CUT TOt1ETHER AND iNsdtT THE ARE NOT EXACT EQUAL VALUES. iF IIIETRIC VALUES ARE USED, ALL a' 2A RFs') 200 EEEas•) 200 mR116.1 ;EM TUBE IN THE PiPE' VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT9 DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR PLAN ip s.o mfro 1 zoo RaI(sy dao REERt1o•} w frR j METRIC VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC DAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED / / E f' VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. SIRE CONNECTiION 3s =NO -4- - 200 •nn(s•1 iso Mala) �T'' FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION AMERICAN PiJMM WON% ASSOCIATUM - SOUTH�III CAL ■pRIMiL CHAPTER FOR W . 9 •420`1 V ) 3 e ,,,112 }ORB SHALL BE FNGI ISI4 IlwtTc I•,EE%mo 000ly'I,I; P'L>�K.' MKMK$ STMID/J1CA •Ec N --- - - --- --_ ° �. CUT � � .� _ ' 2 "` ,___,_,,, ,, LINE - A CONCRETE COLLAR FOR RCP ,! 300 mm 12" THROUGH leas nnn 2 STI �f0 PLAH 380 - 2 BFIEET10F2 .-.. - wv , nctin a.wt-Irtn[1rtI1 an lili: MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER PIPE DIAMETER CIRCULAR TIES USE YYITHSTANDARD SPECIFICATIONS FOR PC)BLiC YYORK6 C0116TIi11CT10N A&WWAN PLXUX WORKS ASBOCIATHM - SOUTHERN CALWONiGA CHAPTER STAN nAN MEYNIc 380 ` 2 StN3T2oF2 A 73 4m (3') s ^�` 4 y4, 1%' i 7 f 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH TH CATCH BASIN, THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BAS( CURVED FORM WITH A N AGAINST A RADIUS OF T$ mm (3 ), 4. CONNECTIONS SHALL BE CIINRTR)11^vcn Euuc., STANDARD PLAN METRIC 0&�1 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER MON STANIkIRDPLm MONOLITHIC CATCH E3AStit1 r_nr►,,ur�,-�.,.! U LL c URAL DATA E+arlx rmwn,s amsonoomcommrmu "` -i MON .. CATCH BA SIN308-1 L_CONNECTION TION . . . .. . ..... . .. - .,•.. , -- v- , -•••u , n , mml Al A INSURE MINIMUM 80 nNtl(3`I PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL, AND 75 mmi3•► RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND• ADJACENT TO PiPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BAST 7 N WHENEVER ANGLE A !S LESS THAN 0 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTION AL USE OF A N CONNECTIONS CATCH BASIN CONNECTION IN ANY TINGPERMITTED. MONOLITHIC CATCH BASIN CONNECT)ONS MAY BE CONSTRUCTED TO AVOID CLI TISTANDARD LENGTHS OF PIPE. twGucwltNRKs WALL AND SLAB DIMENSIONS AND REINFORCEMENT RE I QU REMENTS 525 mm f21•) OR LESS 3 600 rtml (24.1 TO 750 mm t3D') 3 MAX w MAX + IF r REINFOR CEMENT REQUIRED IN 825 lam (33•) TO 1425 mm 137") 4 TO IBQO mm (72') 5 IFRONT I REAR ISOTTOM END ----..__-____1 �•.�.•__ . w+wL O. z I W'S SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, LO ,4 37 2.4 111 ISO "Sit 130 m,Ra•1 THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL, STEPS SHALL '} WHERE THE SPACE BETWEEN HALPIPE ENDS EXCEEDS 75 nim {3•}. THE / (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN BE SPACED 300 mill APART. THE TOP STEP SHALL BE 175 msM7•i BELOW THE TOP I.0 mt3.3.1 3.5 nrtl2.1 200 ,MRIB•l 200 RII•ls•l 1O 8 v MANHOLE AND PROJECT 65 RYNC2-112.1. ALL OTHER STEPS SHALL PROJECT 130 RrRIS•) TO THE NUMBER OF CIRCULAR TIES SHALL 8E INCREASED TO MAINTAIN AN ($) ANGLE A FOR PIPES THROUGH 750 mm (30'1 IN DIAMETER O 3.14 tOO-D) APPROXIMATE SPACING OF 150 mm t6•) O.C. 2.0 mI7't I.8 Info•) 150 mde•l ISO rm i•I �,,>� 8 7. DOWELS ARE REQUIRED AT EACH CORNER 1z tN IN) IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. i.o M(rl 3.S ,RtI2't 200 Enn,fe-) 200 •Mts'1 , N BACKWALL. AND AT 2 mI7'1 ON CENTER (MAXIMUM) ALONG THE DETAIL RAF (SEE NATE 10) INTERIOR SURFACE 10. WHERE THE PIPE IS 325 non (21`) OR LESS IN DIAMETER AN INTERIOR 151 = 450 nm SONO-TLNV, OR EQUAL. ItITE3HOR FORM OF PIP[ FORM OF UNSEALED SONO -INTERIOR J OR EQUAL SHALL BE USED TO C SARs S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC A s.O R(t4) t.2 REt41 1S0 MRIt6.1 150 Rrfs•1 a' R O 8. THE PROVIDE A SMOOTH INTERIOR J41NT. THE PAPER FORM MAY BE /, E FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN NO ENGLISH UNITS E� LEFT IN PLACE (SEE DETAIL A1. WHEN THE PIPE IS USED mm THE ` // 7 ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE U 2.4 .Is I go •Easy O 3013 MONOLITHIC SED. ALL 20o MWGII j , y; CATCH BASIN CONNECTION WT 00. 1` SAW THE TUBE AT AN AMBLE OF Al WITH THE TRANS- DETAIL .Sr DR LARGER A REMOVABLE INTERIOR FORM SMALL BE USED OR THE VALUES USED FOR CONSTRUCTION SHALL L BE METRIC VALUES, EXCEPT 4.0 Ni41 3.3 0113 200 mIREs1 260 •RMtO.1 %N.f '• 309 CATCH BASIN REINFORCEMENT VtdgE PLJ1ttE. REYEIRlE ONE 6EG710N ANO TAPE S(iTN SECTIONS INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND * REINFORCING BARS SIZES IN ENGLISH UNIT$ MAY BE F 310 CATCH BASIN FACE PLATE ASSEMBLY AND P I mo. z#R FORMING THE LOWI UDI N ANGLE A. TYPICAL JOINT FOR NEATLY POINTED. SUBSTITUTED f /. PROTECTION BAR FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED A 1.2 mts'1 150 ERIe(6 i 130 ma6•t ,©!j 312 CATCH BASIN MANHOLE FRAME AND COVER Cut 14 2E I IDETHE N T SIVE JPPOSIr tRi�tE OPE A INT. REINFORCED CONCRETE PIPE USED FOR CONTRUCTION SHALL BE ENGLISH ALL VALUES �R!, �E,,,; s35 STEEL STEP SEN tTHE011 1 S ON THE SID[ OPPOSITE THE OPEN JOINT. H. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS UMTS. .c I.tt mIs l 130 wECe9 Z� Imye } t /, �O, J 635 POLYPROPYLENE PLASTIC STEP BEND E EMS OF THE CUT TOt1ETHER AND iNsdtT THE ARE NOT EXACT EQUAL VALUES. iF IIIETRIC VALUES ARE USED, ALL a' 2A RFs') 200 EEEas•) 200 mR116.1 ;EM TUBE IN THE PiPE' VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT9 DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR PLAN ip s.o mfro 1 zoo RaI(sy dao REERt1o•} w frR j METRIC VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC DAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED / / E f' VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. SIRE CONNECTiION 3s =NO -4- - 200 •nn(s•1 iso Mala) �T'' FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION AMERICAN PiJMM WON% ASSOCIATUM - SOUTH�III CAL ■pRIMiL CHAPTER FOR W . 9 •420`1 V ) 3 e ,,,112 }ORB SHALL BE FNGI ISI4 IlwtTc ) L. mil 1 SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER I•,EE%mo 000ly'I,I; P'L>�K.' MKMK$ STMID/J1CA •Ec PROM rAT£n NY VWX E•JMlC Y,OInR S4AiRNEt)r iEG. ���°° `,"'•,, CONCRETE COLLAR FOR RCP ,! 300 mm 12" THROUGH leas nnn 2 STI �f0 PLAH 380 - 2 BFIEET10F2 .-.. - wv , nctin a.wt-Irtn[1rtI1 an lili: MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER 300-2 USE YYITHSTANDARD SPECIFICATIONS FOR PC)BLiC YYORK6 C0116TIi11CT10N A&WWAN PLXUX WORKS ASBOCIATHM - SOUTHERN CALWONiGA CHAPTER STAN nAN MEYNIc 380 ` 2 StN3T2oF2 srANMIE)AtF(RO�PLAtI 320 _ 1 SHEET 30F4 AMERICAN PUBLIC WORKS ASSOCIATION - >tO1lTF�.tli1 CALIFOiiNiA Gt1APTER STANDARD PLAN METRIC 0&�1 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER MON STANIkIRDPLm MONOLITHIC CATCH E3AStit1 r_nr►,,ur�,-�.,.! U LL c CONCRETE COLLAR 300 mm 12" THROUGH 1600 mm 2" E+arlx rmwn,s amsonoomcommrmu "` -i MON .. CATCH BA SIN308-1 L_CONNECTION TION STANDAIID PLAII METRIC 308 - 1 twGucwltNRKs ) L. mil 1 SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER I•,EE%mo 000ly'I,I; P'L>�K.' MKMK$ STMID/J1CA •Ec CURB .OPENING CATCH BASIN 9TA RIETRI PLAW °" Rtv ,� .-.. - wv , nctin a.wt-Irtn[1rtI1 an lili: MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER 300-2 USE YYITHSTANDARD SPECIFICATIONS FOR PC)BLiC YYORK6 C0116TIi11CT10N AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srANMIE)AtF(RO�PLAtI 320 _ 1 SHEET 30F4 SHEET t of 2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALFORMA CHAPTER - - -- - - - -- •�-•. vwn��w,v 1 owl' %,Ivo - 1 I UGG MiN 6TAtOARD 6PSgFICAU0N6 FOR NIBLIB WOO" OUtNTRitCmm BtcfT t OF 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN aRRtrmOlscoorrTtse .. EIRnr•• wR RvitV l f!r tG 6 w e-r(rrm ov�l! Ljr1gc --ME7111f --" ""` H� mm " DR LARGER 320 -1 »» ,,,� ,�, ,,,,,, „ , , .-.. - wv , nctin a.wt-Irtn[1rtI1 an lili: MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER STANDARD PLAN METRIC 320 - 1 SHEET 2OF4 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALFORMA CHAPTER STANDARD PLlIN 304 - 2 SKEET 2 OF 2 CURB OPENING CATCH BASIN MONOLITHIC CATCH BASIN CONNECTION- CONCRETE COLLAR F •0OR RCP 12 THRU 72 CURB OPENING CATCH BASIN 42 33 r as-, I emirs 'eine mra -- - j• --a .{ F OPTIONAL OUTSIDE /-EDGES TO BE EDGE OF CONCRETE ROUNDED TO NOTES /1 73 mm tsh R LE OF YALUEs Far? F 1• WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS Curb kwlf •► ?5 most ?E am *♦ 90 mm t3�'"B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR {" I{ Oita I (ip f THAN 867 mm (2'-10 I!2') FOR PAYED STREETS OR I060 mm C3'-6') FOR UN- EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE R•tD OF SPUR C 1 J C 975 mm 3 7. r ' PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT iteretd , .�-0 _ v°'' ltsr -" 7-0" Nernst 4-bDMt (3 E SARs DETAIL •N•, SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE CN @ 1 � I i } f+ , -CA, s75 em t3 -3•) L0 L J 1125 Ontl�(iS•) r95 mm (` 3/4.1 PER SECTION C -C. WHEN DIAMETER D, IS 1200 mm (48`) OR LESS, CENTER SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENT SEE NOTE 2 TSARS M) H LINE OF THE LATERAL ENTERS THE MANHOLE. ER - 1 p 48• 205 mm OF SHAFT MAY BE LOCATED PER NOTE 2. ' f f.R.•D -CJL+a cN. ... rte•• o BARS +31 TIC SAN SARs !00 R.I 13so mI► I• I mm to 1/ • f t 75 mm (3•) OC. LE m (S•-0') LONG C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO iirI tM+s-`' s $EE NOTE s i 3-MiE+4l J 6At(s 11.4 m {4'-0•) 1425 RIm (3T•I / • 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF THE MANHOLE BE GREATER THAN 750 mm (30•). 3-#M LOIN 73 RImt37 OC STORM DRAIN WHEN DIAMETER D, IS 1200 mm (48•) OR LESS, IN WHICH CASE ^n 4o mm t9 Vim- PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WiTH CENTER LINE 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 N (AN OC TOL. SAGS 1100 Rss DETAIL •N• 1 7 Rim IP•) UNLESS OTHERWISE SHOWN. F 4 OF DG TO NISU alt 1630 mm 166 t .26Q mm 110 t/4•!_, AND OMIT J BARS. TYPE OS AND OL INLETS IN S ON GRADE °F'eR"f°L�' SEE NOTE : MMCAW c NO It1) 1725 mm 169) 1275 mm 1 /4" YerisbN PLAN (_ NOT[ tl I 'TM" ( ) 280 mm (11'1 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS Garb Ovo+kM t9 mm 7 '1 300 m tt / ') ON THE PROJECT DRAWINGS OTHERWISE SHOWN. ` H (SHAFT NOT A. D2-2400 mm 196') OR LESS. L=11.7 m (5'-6'), P-1130 mm {5 } 115. WHERE A MANHOLE SHAFT - Gutty FL -PCC 100 mm t 4• 3 0 mm 112 C/2'I 900 Irtm (3 Nerm01 C.N. s�tr•• r-" C•N• r�itevtd off- Wt ter (' '�/ J CA" 6 ' Dwosefon 4 !13 I/4• 2• i 61 WITHOUT REDUCER IS SPECIFIED r- gutter Js T MANHOLE FRAME R+m p I B. D2 OVER 2400 mm (96•), L*1.8 m (6'-O•). P=210 mm CS') REFER TO STANDARD PLAN 326. .► GRAM STO. AND COVER PER 030 23501nrR {102') 395 mm 415 1/2.1 L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE Guth D S Join st0 P 241 2890 mm (1 4') 420 mm 3 awn ('8• ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS 16. W14ERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS N � 6 1/2`T ----� AC P««w1 r -i- MANHOLE SHAFT 7•) SHALL BE CONTINUED 150 mm (6') OC. SPECIFIED REFER TO STANDARD PLAN 328. Slope Break Lite- H SECTION H -H PER BTO. tYS RRtt s 30 sols I mm 1126• 43 mm (17•) t5'r2•l PIPE SEAT LEVEL, 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REDUCER IS DETAIL OF ASPHALT PIAN 324 34 0 mm �3 • 445 mi (I� 4 LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINEPOF SHAFT EANDR SPECIFIED REFER TO STANDARD PLAN 329 - PLAN riPE SEAT t �.!.{ SEE NOTE B 2•) TYPE (� C RE�E�PteAM INT goo NMI (3•-0•) E SARs sN � REFER TO THE PROLONGED INVERT GRADE LINES. 18. DIMENSIONS SHOWN ON THIS P ANQ OL NA.ETS ON GRADE PAVEMENT E SARs W 455 1 • LAN FOR METRIC AND ENGLISH UNITS ARE NOT VaI•ktlN(LrbOrsrMng l I` TIE SARs 5. REINFORCEMENT SHALL CONFORM TO ASTM A 6t5M, GRADE 300 (ASTM A 615, EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED nar•wet -- i' -O'• / �-•� i'-0" NersNtl STEPS-� c -K 'i t'R'• CA . TIE BAR --� t (3•l'R° GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2•) CLEAR OF CONCRETE SUR- FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR J- cS' D SARs FACES UNLESS OTHERWISE SHOWN. SIZES iN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. t C.IL•D 2 0' Straight Grecs•-,% l Ter 125 mm t3•)-� F F J OARS ' P a iF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL AC Dike ROUND EDGES -49 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. BE ENGLISH UNITS, fiat C W'a a FL To 75 mm 43.1 R SPRING LINE _ _ TABLE OF Vk OR M tSEE N q THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN L PAYED STREET 7. BODY OF MANHOLE SHALL BE POURED iN ON£ CONTINUOUS OPERATION (10*1M) O 490 (NEVA SECTION: V ST T EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY C PLAN -`Sh6e DrNk Lltts� Od/4 (10') OC BOTH EIEYAtiON t;iRADE POINTS. Wi A -A MAX. MIN. MAX. MIN. 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 8 7 =t tI2.1 1060 mm BE PLACED AT SPRING LINE. 326 MANHOLE SHAFT - 900 mm 136•) WITHOUT REDUCER WAYS TO SE USED APPLIES AT SEE NOTE 4 C -f 292 mm til•) f7 Rwn 8 1/ 4f0 mm 116• 3 0 mm 1. TYPE OS AND OL I&ETS (ILII GRADE SAG WHEN Ds Is Isco Rw THIS POINT 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC t6O+' °" ° SECTION 8-8 DETAIL OF *LET B. THICKNESS OF THE DECK SMALL VARY WHEN NECESSARY TO PROVIDE A 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER I 1:' w►t+ curb WITH DWE SECTION A -A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 630 610 mm (24•) MANHOLE FRAME AND COVER o Stratight GrMeI^r +I D ISingis &ret• Atew+t SHOWN ON TABLE SH. 2. 633 914 mm (36•) MANHOLE FRAME AND COVER CONCRETE Rt"" 635 STEEL STEP 1•g, of dseressed �, O asss4 PER STD. STREET GRACE 9. D BARS SHALL BE 1511 FOR D2=975 mm(39•) OR LESS, 151(•5) FOR L1 I up shell M 4' an sed opr' . C 4' to t' i► PLAN 324 125 RNs R 25 mw 13•RI7 Dz =1050 mm (42•) TO 2100 mm (84•) INCLUSIVE AND 20Mis6} FOR 636 POLYPROPYLENE PLASTIC STEP C (� city street gttttors unlens ottm wt6s sftolrrt. OMIT TNts M RING SEAT Ts D2= 2250 mm (90•) OR OVER. 4 --Boll thidtrrss of p. Wttr Dep o"lcn. tfle Sutter dwoulsn STEP IN C IS --4 aero Yrteble of ll be N/f.•• for stmulder ofd N/." to 31' SAAVED _ SEE TABLE 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SECTION G -G In elt7 street guttr r Ioostlats outside of VARIABLE SPRING LINE UNLESS OTHERWISE SHOWN. Shoulder unions oitm"loe shoos N SARs L Is C C. 11. Orb we 14111. Ii. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE -- • Gutter 6rhou ors Bird Stow. Iso sum is E BARS SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (141) TO 375 mm (15•) OC. C • Cutter or Stlltttiders direction of flow. 400 RFs 04.1 FOR 011011.3 OR 04) THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm {24') ABOVE THE INVERT, C PAYED STREETS, F TIE BARS r 2. Gutter dserEsnslOrls shot l be S" thlltk, 630 mm (r -2h FOR �11S. Estebllsh Orb Ones Ing h6lo" at mlapolm UNPAVED ST111i J BARS 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE• a of grate, A. MAiN LINE = 900 mm (36•) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN ROUND LINE RCP DOWNSTREAM OF MANHOLE iS 900 mm (36•) TO 1050 mm (42•) EDGES75 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33•) OR ♦• Dotal Is sna.n for PCC poY,rRent, ghsn �� RrN LESS STANDARD PLAN 321 SHALL BE USED. U porsemltt is aced. corners to W ons• oft es sheat an 00011 Of ASiII Concrete SECTION C -C relwnt. )1EPARTTAn OF )ENT OF CXFOOM PptTAT1aN A AN PIIKX wOOM ASSOCIATM - SOUTHM CAUFOl tS#APTER rROtsAORtsosrYtN nalpa AMERICAN PUBLIC WORKS &Q-rilri , an),..,es.......... -•-_-_ V w•■���� m►mrwwME■r�.w�.�-.--.-----._ 11/1LIYfiI E" TA l�Nttee+• uAttmr • aa>m. ,rr�,.,... -,.... -- '°"q� RECORD DR IN MANHOLE PIPE TO PIPE tic Fye, LOCAL DEPRESSIONS 35 CO 34 ID>36cm N4 63494 Exp. SOPL 30, 2(ws ENGINEER: gp�C LL srglF cLL lvi� (SIGNATURE) (DIATE) OF C AIiF � REV. REVISION DESCRIPTION DTE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION 3 BENCH MARK: BASIS OF BEARINGS: CITY OF FONTANA CALIFORNIA j RECORD DRAWING 1� SFpI�D CONSTRUCTION OF THE REQUIRED oFEss� Q THE BEARINGS HEREON ARE QR �N l i fill L = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO ,. BASED ON THE CENTERLINE �o R. STORM DRAIN IMPROVEMENT PLANS FOR « OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� ���� j�l Fs 27555 YN�Z Rpgp �� 400 E AS NORTH 89'03'21" EAST �4' �� m M M M CHISELED BOX IN HEREON APD CARRIED FORTH IN A y z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: c PER PARCEL MAP N0. "" CONSULTING 909.676.8042 FAX 909.676.7240 www.RW.com AS SHOWN DIAL TWO WORKING EASTERLY TOP CURB, DILIGENT MAN ER THE CITY ENGINEER oc Ex •43090 m RJB RLS 12195, P.M.B.158 28-40; t � ,� STORM DRAIN DETAILS JOB NUMBER BEFORE w. DAYS BEFORE TAMARIND AVE.; 60' �` p. 3/31/04 � FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO TFE PLANS TO YOU DIG YOU DIG SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD sf �1V1� ��� PREPARED U DER THE SU VISION OF: DESIGNED BY: / �rJ-1OO187 � 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH 4jf Eos ` A P ED BY A. TOLL FREE 1-8 SERVICE ALERT 0'00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. 4F CNV1 DATE: �e (b•L- CHECKEDMC • • 211111 DRAWING N0. 10 a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89'04'00" EAST. MICHAEL A. TY ANJOCE NO. 43090 EXP. 3-31-04 M C YEN or y•O2 3082 10 GINEER R.C.E. 51152 DATE- 2 NO SCALE p'* aRRtrmOlscoorrTtse .. EIRnr•• wR RvitV l f!r tG 6 w e-r(rrm ov�l! Ljr1gc --ME7111f --" ""` H� mm " DR LARGER 320 -1 »» ,,,� ,�, ,,,,,, „ , , .-.. - wv , nctin a.wt-Irtn[1rtI1 an lili: MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER STANDARD PLAN METRIC 320 - 1 SHEET 2OF4 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srANMIE)AtF(RO�PLAtI 320 _ 1 SHEET 30F4 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 0&�1 U LL c MANHOLE PIPE TO PIPE MAIN LINE iD=900 mm 36" OR LARGER MANHOLE PIPE TO PIPE MAIN LINE iD=900 mm 36" OR LARGER '°"q� RECORD DR IN MANHOLE PIPE TO PIPE tic Fye, LOCAL DEPRESSIONS 35 CO 34 ID>36cm N4 63494 Exp. SOPL 30, 2(ws ENGINEER: gp�C LL srglF cLL lvi� (SIGNATURE) (DIATE) OF C AIiF � REV. REVISION DESCRIPTION DTE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION 3 BENCH MARK: BASIS OF BEARINGS: CITY OF FONTANA CALIFORNIA j RECORD DRAWING 1� SFpI�D CONSTRUCTION OF THE REQUIRED oFEss� Q THE BEARINGS HEREON ARE QR �N l i fill L = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO ,. BASED ON THE CENTERLINE �o R. STORM DRAIN IMPROVEMENT PLANS FOR « OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� ���� j�l Fs 27555 YN�Z Rpgp �� 400 E AS NORTH 89'03'21" EAST �4' �� m M M M CHISELED BOX IN HEREON APD CARRIED FORTH IN A y z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: c PER PARCEL MAP N0. "" CONSULTING 909.676.8042 FAX 909.676.7240 www.RW.com AS SHOWN DIAL TWO WORKING EASTERLY TOP CURB, DILIGENT MAN ER THE CITY ENGINEER oc Ex •43090 m RJB RLS 12195, P.M.B.158 28-40; t � ,� STORM DRAIN DETAILS JOB NUMBER BEFORE w. DAYS BEFORE TAMARIND AVE.; 60' �` p. 3/31/04 � FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO TFE PLANS TO YOU DIG YOU DIG SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD sf �1V1� ��� PREPARED U DER THE SU VISION OF: DESIGNED BY: / �rJ-1OO187 � 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH 4jf Eos ` A P ED BY A. TOLL FREE 1-8 SERVICE ALERT 0'00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. 4F CNV1 DATE: �e (b•L- CHECKEDMC • • 211111 DRAWING N0. 10 a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89'04'00" EAST. MICHAEL A. TY ANJOCE NO. 43090 EXP. 3-31-04 M C YEN or y•O2 3082 10 GINEER R.C.E. 51152 DATE- 2