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Home My WebLink About3160-4O 100 ww 04 O 41 OC tC QIP •-• DETAIL "N" PLAN PLAN (RINGS AND COVER NOT SHOWN) SEE NOTE (SHAFT NOT SHOWN) B MANHOLE FRAME - CONCRETE RINGS 0`r PUBLIC woRKs sTAI4onRos INC., GREENSOOK � EDGES TO BE ROUNDED 321-1 6ma 0 TO 75 mm (34) R SHEET 1 OF 3 w (24•) IN PAVED STREETS - MANHOLE At +A J \ Prepared Under The Supervision Of : CITY U OI!- IrONTANA, l��i LI FORN IA R = I D QE# "D � F W OF SPUR t 0,; ID7 �I q CRFCH ��qr, 917'`i0 �AYYN BY MJG TRACT No. 16Q95 SAS SHOWN 900 mm (3'-0•) 0 PHONE (9060 948-01 150 mm (61) Exp: 9-30-05 +n +� MIN. F MJ JULY, 2002 ALL STEEL REINF. ISM O 100 ww 04 O 41 OC tC QIP •-• DETAIL "N" PLAN PLAN (RINGS AND COVER NOT SHOWN) SEE NOTE (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME - CONCRETE RINGS STANDARD PLAN METRIC PUBLIC woRKs sTAI4onRos INC., GREENSOOK � AND COVER PER PER STD. PLAN 324 321-1 6ma 0 STD. PLAN 630 OMIT THIS STEP SHEET 1 OF 3 w (24•) IN PAVED STREETS - MANHOLE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHAFT 225 Mw (9') --- Prepared Under The Supervision Of : CITY U OI!- IrONTANA, l��i LI FORN IA PER STD. 400 mm 06•) FOR QE# "D � F W PLAN 324 PAVED STREETS. 650 mm (2'-2•) 0,; ID7 �I q CRFCH ��qr, 917'`i0 �AYYN BY MJG TRACT No. 16Q95 SAS SHOWN 900 mm (3'-0•) 0 PHONE (9060 948-01 - STREETS FOR UN - Exp: 9-30-05 +n +� RAYED STREETS I MJ JULY, 2002 15 125 MM x 30 mm (5•z2•) PIPE SEAT F�CALIF� Date : CHECKED BY BY DRAWING NO.: 4 • T CITY ENGINEER R.C.E. 51152 , DATE 4 a BrR ' ROUND EDGES OF INLETS .5 ww (5-) ROUND EDGES X ¢ ips 15 ww 1 INLET ELEVATION APPLIES AT THIS POINT SECTION A -A STATION LINE 900 mm (3'-0•) 200 mm t8•) + 450 mm (181) ww 100 Mw (40) 1 L+2T- 200 I 1100 EDM (4•) 200 Mm (8-) 200 ww (8 ' OPTIONAL BOTTOM SEE OPOINTS, TE 5 TABLE OF VALUES FOR M (SEE NOTE 1) SECTION B -B SECTION PAVED STREET UNPAVED STREET MAX MIN. MAX. I Mill. A -A 1067 Mw t -10 1/20) 1 1060 ww (31-6 C -C 1 262 mm 1111) 1217 MM l6 1/29 410 wm (161 1 360 Mm (I5h STREET GRADE 25 =: 25 (5"d•) RING SEAT W a wm IP I N W mie 0 fC ` Z r 0 W N ... � SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROWLGIATED MANHOLE PIPE TO PIPE ONE OR BOTH STANDARD PLAN METRIC PUBLIC woRKs sTAI4onRos INC., GREENSOOK � MAIN UNE ID'S 825rrn 33" OR SMALLER 321-1 1902 REV. ,988 SHEET 1 OF 1 SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N". DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6") WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6') OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'). 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 SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0•) UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8") FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0*) AND 250 mm (10") FOR VALUES OF H OVER 2.4 m (8' -O"). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8"). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm 05') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METPoC HET - 1 SHEET 2 OF 3 MANHOLE PIPE TO PIP E ONE OR BOTH MAIN LINE ID'S 825mm 33' OR SMALLER -- 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (339) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (361 TO 1050 mm (426) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36') IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE. FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (81 THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (6"). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. ` 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD KAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (364 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 -mm (36') WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (361 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP E LATERAL/ CONNECTOR PIPE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER sTANo�nR� PLAN 321-1 MANHOLE PIPE TO PIPE JONE.011 BOTH- MAIN LINE ID'S 825mm 33' OR SMALLER SHEEr30F3 CROSSING PIPE WALL (DIAMETER OF PIPE a DI) OPTIONAL SIDE OF (SEE NOTE 3) e > ' - ,a BLANKET (TYP.) o•, x CONCRETE BLANKET d (CLASS 265CI4 +w 2 (450-C-2000) CONCRETE) I (TYP.) Z • Do/2 FOR D 375 mm (151) UNDISTURBED EARTH (TYP.) 150 awn = 3Do/4 FORD 3 3T5 mm (t5.1 EXISTING PIPE (6-) MIN. OUTSIDE OF PIPE BELL (TYP.) CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18 IN.). 2. Y = D/6 (150 mm (6 IN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y. THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXIST- ING PIPE. OR AS REQUIRED BY NOTE 3 BELOW. WHICHEVER IS HIGHER. 3. X = D/12. MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT . WITH THE LOWER 900 OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET. EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m (4 FT.) BEYOND THE TRENCH. 5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SHALL REFER TO THE BELL. INVERT SLAB OF ARCH OR BOX 150Mm ISOmm 50 mm (2-) THICK STYROFOAM OR SECTION (CROSSING CONDUIT) OTHER APPROVED COMPRESSIBLE (6•) ` (6-) MATERIAL UNDISTURBED EARTH NO MINIMUM v i EXISTING PIPE OUTSIDE OF PIPE BELL ./ COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES: 1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 -mm (is IN.). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. 3. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE METRIC -VALUES. WITH THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH -ENGLISH (IMPERIAL) BAR SIZES MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ��KS� � DSINC GREENBOOK COMMITTEE BLANKET PROTECTION FOR PIPES STANDARD PLAN METRIC 225 1 1984 13 > 600 mm 12411 OR ID > 112`MAI N LINE ID 331-2 REV. 1900 SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV 0 AAAAAAM DIAL TWO WORKING BEFORE �� DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGRMMD SERVICE ALERT ) E MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 80 M (3•) REINFORCING STEEL I + 80 mm (3•) MIN. SPRING /ESS I \ . \ ELEV. S UNDISTURBED EARTH H + H SECTION Z -Z E m STA. POINT 4 6 CONNECTOR P I 80 mm SEE NOTE 3 (30) MIN. STA. POINT LATERAL SEE NOTE 3 PLAN IOM O 450 mm (•3 OR •4 O 180) OC TIE BAR G BARS 15M O 150 mm t•4 O 6•) OC 1 N o ' 130 on (5') V E BARS 15M (•S) L••••• n O 80 mm (3'1 OC f - F BARS ISM 05) \ O 75 mm (3.1 OC `CONCRETE CRADLE. 265-C-14 (430-C-2000). SEE NOTE 9 G BARS 15M O 150 mm (M O 69 OC IOM O 450 mm 03 OR •4 O 189 OC TIE BARS E ANO F BARS 15MO75mm ( •S O 3-) OC. SEE NOTE 8 JAM-1171\stormN SECTION M -M BARS BARS AMERICAN PUBLIC WORKS ASSOCIATION -- SOUTHERN CALIFORNIACHAPTER PROMULGAlIDBYTHE JUNCTION S R�RE - PIPE TO INLET 1 STA �'CPLAN P' STANDARDS 13 > 600 mm 12411 OR ID > 112`MAI N LINE ID 331-2 HE No. LINE OF SEC. 30. T.1 N..R.5W.. S.B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. REV. 1996 SHEET i OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION RL 1 Y a ,, F. .'� �r tf x a}'lf. wl��d(,IFr' �• ttE OR HAVE 1 �I��n} '�S� EDiNTOTH,Ef �tyo4.`NTSAS A RESULT`- mmm100101111 REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND +► oS'S l �( STANDARDS IN EFFECT. NOTES I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (39'). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. D SHALL REFER TO THE 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 REQUIRED FOR A REINFORCED MONOLITHIC 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. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE -MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET 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 MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EQUAL TO 600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN 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 REINFORCED WITH A. CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. . IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615. GRADE 40). AND BE PLACED 40 mm (1 1/20) CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6"). 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE, SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ST �� LAN 331-2 SHEET 2OF2 JUNCTION STRUCTURE -PIPE TO PIPE INLET ID > 600 mm 24" OR > 1/2 MAIN LINE ID BENCH MAFK-' No. 615 OF BEAFOM RAILROAD SPIKE AT INTERSECTION HE BEARING OF N8730'06"E ALONG OF CITRUS AVE. AND LOS CECROR AVE.. IN POWER POLE NO. 9011E HE No. LINE OF SEC. 30. T.1 N..R.5W.. S.B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. HEBASISOF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN EL.EVATIM 1467.59 Prepared Under The Supervision Of : CITY U OI!- IrONTANA, l��i LI FORN IA � QE# "D � F �AMW N 7M OFFBCE OF: � STORM DRAIN IMPROVEMENT PLANS vSM N o. 62183�N ID7 �I q CRFCH ��qr, 917'`i0 �AYYN BY MJG TRACT No. 16Q95 SAS SHOWN PHONE (9060 948-01 Exp: 9-30-05 DESIGNED BY STORM DRAIN DETAILS DAT' MJ JULY, 2002 t F�CALIF� Date : CHECKED BY BY DRAWING NO.: 4 RC.E. Q2183 EXF'. 9- ` ��2S•e MJG 3160 CITY ENGINEER R.C.E. 51152 , DATE 4 SD04.dwg, 07/22/2002 08:48:47 A