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Home My WebLink About3376-63 -15M(•4) J BARS. 1.4 m (4'-81 LONG. 75 mm (31 OC CONTINUE ADDITIONAL BARS 150 mm (6') OC TO INSIDE EDGE Of MANHOLE STATION 125 mm x 50 mm (511 21 PIPE SEAT --- 3-0 BARS, 75 mm 150 OC (61) OcU� (50 mm CO IN 4-20M(•6) E BARSPt, SEE NOTE 3 IOM 0 4S0�AR !•3OR •4 O1OCTIE BARA 8 8 B R TATInM a F BARS TIE 44 ROUND TO 75 mm (31 R F OPTIONAL FILLET T • /a Ct E SPUR 150 mm (6-) ANY STANDARD ` PIPE JOINT Dz PLAN (SHAFT NOT SHOWN) MIR 0 'OF SPUR 3 WITH A MAK OF 1050 mm MANl3'-6'I HOLE SHAFT PER STD. PLAN 324 STEPS u 125mmx501 (5'x2') 1.2 In OPTIONAL 4'-0') OUTSIDE EDGE OF ** CONCRETE 1C 4-15)X *411 H N STREET GRADE MANHOLE FRAME AND COVER PER STD. PLAN 630 D BARS TIE BARS /TIE TIE BARS BARS PROMULGATED BY PIPE SEAT F 1 F A BARS ' 125 mm LARGE 322-1 io ELEV. S u .+ (5' ELEV. R SHEET 1 OF USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATERAL 2 LATERAL 3 LATERAL 4 B BARS A 55'17'19" 25'09'26 45'00'00 38'27'40' 15M O 450 mm (04 O 181) 8 Lj tj OC BOTH WAYS. TO BE SECTION G -G 15M 0 450 mlm(64 0 I8') OC USED WHEN B IS 1500 m» c BOTH WAYS. TO BE USED (60') OR MORE 5' WHEN D2 13 1500 mm (60") 5' D1 OR MORE 24' 24" SECTION N -M -P -O D2 CONCRETE RINGS PER 30' OMIT THIS STEP IN STD. PLAN 324 24" PAVED STREETS 123 mm 45.50 H BAR I5'1 STREET GRADE 50.00 ELEV. S 125 mmx25mm(5'xl•) 45.00 150 mm (61) - W RING SEAT �i 49.80 400 mm (161 FOR PAVED 150 mm (61 STREETS. 650 mm (2'-2' H BAA FOR UNPAVED STREET 5• 150 mm (61 ` t�-� S VARIABLE TIE BARS E BARS 0 mm (6')/- TIE BARS mF F J BARS f ROUND 75) mm (3 ER TO SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY MANHOLE PIPE TO PIPE STANDARD PLAN METRIC PUBttC WORKS STANCAROW OS INC., W GREEN80 COMMITTEE1887 LARGE 322-1 io SIDE INLET REY. less SHEET 1 OF USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PREPARED BY FIRM: raab engineering, Inc. ADDRESS: 310 S. MAPLE ST., STE. D DNA, CA 92880 TELEPHONE: (09) 2f2-)7072 FAX: ( 909) 272-0166 29616 SIGNATURE RCE DATE 0, f E S SJpA, j L . '?4 e 4 44 P W NO. 29616 4 Exp. 3/31/07 4 F OF CA1 SFO t SHAFT 125 mm 1 50 mm (5' x21 PIPE SEAT 14 i -D BARSi 0 BARS - ROUND EDGES TO 75 mm (31) R LONGITUDINAL SECTION TABLE F BAR SIZES on S A B D 0 F S00 mm I -973 mrn 39') I5 O 75 m •3 0 3' 15M 0 15 mm r4 O 6'I 1050 mm (42' -2100 mm 841 20N 0 3 mm •6 O •) i5N O 150 mm •5 0 6'1 2250 mra (90'1 - mm 4' rn r7 20 O 50 mm r6 O 6' TABLE OP VALUES FOR m IS NOT 2 SECTION PAYED STREET UNPAVED STREET MAK MIN. MAK MIN. -m-E-01 86 mm (2'- /2' 106 mm (3'-6' C -C 82 mrn 11' 217 (8 (/ 410 mm i6' 38 mm (15'1 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PUN METRIC 322-1 MANHOLE PIPE TO PIPE METRIC ��23or7 SHEET 2OF4 VALUES PER STD. PLAN 322-1 JUNCTION AT PLUMROSE ST. JUNCTION AT ANDREA ST. SHEET 1 OF 3 LATERAL 1 LATERAL 2 LATERAL 3 LATERAL 4 LATERAL 5 A 55'17'19" 25'09'26 45'00'00 38'27'40' 45'00'00° 8 36" 24' 24" 24' 4"C 241- c 3.5' 8' 5' 5' 5' D1 24' 24' 24" - - D2 36' 30' 30" 24' 24" ELEV. R 45.26 45.50 45.50 50.00 50.00 ELEV. S 45.16 1 45.00 45.00 49.80 49.80 PREPARED BY FIRM: raab engineering, Inc. ADDRESS: 310 S. MAPLE ST., STE. D DNA, CA 92880 TELEPHONE: (09) 2f2-)7072 FAX: ( 909) 272-0166 29616 SIGNATURE RCE DATE 0, f E S SJpA, j L . '?4 e 4 44 P W NO. 29616 4 Exp. 3/31/07 4 F OF CA1 SFO t SHAFT 125 mm 1 50 mm (5' x21 PIPE SEAT 14 i -D BARSi 0 BARS - ROUND EDGES TO 75 mm (31) R LONGITUDINAL SECTION TABLE F BAR SIZES on S A B D 0 F S00 mm I -973 mrn 39') I5 O 75 m •3 0 3' 15M 0 15 mm r4 O 6'I 1050 mm (42' -2100 mm 841 20N 0 3 mm •6 O •) i5N O 150 mm •5 0 6'1 2250 mra (90'1 - mm 4' rn r7 20 O 50 mm r6 O 6' TABLE OP VALUES FOR m IS NOT 2 SECTION PAYED STREET UNPAVED STREET MAK MIN. MAK MIN. -m-E-01 86 mm (2'- /2' 106 mm (3'-6' C -C 82 mrn 11' 217 (8 (/ 410 mm i6' 38 mm (15'1 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PUN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) METRIC ��23or7 SHEET 2OF4 EXISTING RCP G MAIN LINE STORM GRAIN EXISTING RC BOX STORM DRAIN n V \ CLASS C MORTAR py LA 31e45' 160 T. (4' J 1 P LAN !O I E O CHIP PIPTO SURFACE OF CONCmrq 4•) CONCRETE AND ROUND EDGES PIPE*_ - CONC PIPE UNDISTURBED EARTH n SUPPORT PIPE ACROSS OD TRENCH WITH 265 K -C-14 Mpo (450-C-2000) CONCRETE BACKFILL. SEE NOTE 3 MINIMUM MBEARING SURFAI . SECTION B - B SECTION C - C CASE I PLAIN _CONCRETE PIPE D is 600 mm (24') MAX. 100 mm (4') MIN. VARIES TO SUIT CONDITIONS $ i CLASS C MORTAR i Eo X 200 mm (B') MAX. PLAN CASE 2 SECTION SADDLE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATEp BY THE PIPE CONNECTIONS TO � M°E R; PLAN WORKS STANDARDS INC- EXISTING STORM DRAINS 335-1 GREENSOOK COMMITTEE REV' tem USE WITH STANDARD SPECIFICATIONS FOR PUBLIC TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTES I. VALUES FOR A. B. C. DI, D2. ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. 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 MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER D( IS 1200 mm (489 OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D) IS 1200 mm089 OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASEDAT OPTION TO MEET PIPE ENDS. BUT -ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (51 FOR 02=2400 mm (96') OR LESS AND 200 mm (81) FOR D2 OVER 2400 mm (961). 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 THE TABULAR VALUES OF F SHOWN ON TABLE. SH. I. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (149 TO 375 mm (159 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm 021 TO 3600 mm (144') INSIDE DIAMETERS HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER 4: MAIN LINE EXISTING RC BOX STORM DRAIN EXISTING RCP STORM LA 3 450 a `� DRAIN Z • �1 1 0 ,,O 100 CLASS C MORTAR E 0 - PLAN CSP OR RCP RCA ' f RCP 'r6:;:... }� CSP OR RCP _ UNDISTURBED EARTH CORRUGATED STEEL SUPPORT PIPE BAND CONNECTOR 1 (CS BAND CONNECTOR ACROSS TRENCH NOT NEEDED FOR RCP) WITH 265 Ko MPo ' CONCRETE BACKFILL 1 - SEE NOTE' 3 ( BURN OR CUT PIPE TO - SURFACE OF CONCRETE AND ROUND EDGES OF RCP SECTION E - E OPTIONAL RECTANGULAR COLLAR O� DIA. OF C S P MIN. GAGE 375 mm (151) - 525 mm (20 16 OD MINIMUM BEARING 600 mm (24') I4 SURFACE 00/2 SECTION F - F CASE 3 RCP OR CSP D = 600 mm (241 STANDARD PIAN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) METRIC ��23or7 STORM DRAINS SHEET 2 OF 3 SHEET 1 OF 3 WORKS CONSTRUCTION TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTES I. VALUES FOR A. B. C. DI, D2. ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. 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 MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER D( IS 1200 mm (489 OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D) IS 1200 mm089 OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASEDAT OPTION TO MEET PIPE ENDS. BUT -ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (51 FOR 02=2400 mm (96') OR LESS AND 200 mm (81) FOR D2 OVER 2400 mm (961). 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 THE TABULAR VALUES OF F SHOWN ON TABLE. SH. I. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (149 TO 375 mm (159 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm 021 TO 3600 mm (144') INSIDE DIAMETERS HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER 4: MAIN LINE EXISTING RC BOX STORM DRAIN EXISTING RCP STORM LA 3 450 a `� DRAIN Z • �1 1 0 ,,O 100 CLASS C MORTAR E 0 - PLAN CSP OR RCP RCA ' f RCP 'r6:;:... }� CSP OR RCP _ UNDISTURBED EARTH CORRUGATED STEEL SUPPORT PIPE BAND CONNECTOR 1 (CS BAND CONNECTOR ACROSS TRENCH NOT NEEDED FOR RCP) WITH 265 Ko MPo ' CONCRETE BACKFILL 1 - SEE NOTE' 3 ( BURN OR CUT PIPE TO - SURFACE OF CONCRETE AND ROUND EDGES OF RCP SECTION E - E OPTIONAL RECTANGULAR COLLAR O� DIA. OF C S P MIN. GAGE 375 mm (151) - 525 mm (20 16 OD MINIMUM BEARING 600 mm (24') I4 SURFACE 00/2 SECTION F - F CASE 3 RCP OR CSP D = 600 mm (241 STANDARD PIAN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) METRIC ��23or7 STORM DRAINS SHEET 2 OF 3 ) MAX. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PIPE CONNECTIONS TO EXISTING METR10 335 - 1 STORM DRAINS SHEET 2 OF 3 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. IS. WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326.. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329, I8. 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 8E ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC . 329 PRESSURE MANHOLE SHAFT - 914 mm f361 WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER • 633 914 mm (361 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) METRIC 32� OF 4 GENERAL NOTE 1. 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. NOTES CASE I AND CASE 3 1. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN I/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE. . 2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 600 mm (241). 3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 30 -mm (I'). , THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE OMITTED IF THE PIPE IS lAlO ON UNDISTURBED EARTH TO STORM DRAIN WALL. 4.. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY BE 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM GAGE OF 16. THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAYING MINIMUM DIMENSIONS OF 50 mm x 50 mm x 5 -mm (2'x2'x3/16') AND 140 mm (5 I/21 BOLTS. 5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE ' INSIDE DIAMETER 0 OF.THE CSP SHALL BE AT LEAST EQUAL TO BUT NOT MORE THAN 75 mm (31 GREATER THAN THAT.OF THE RCP. 6. CONNECTOR PIPES SHALL 8E NOT MORE THAN 1.5 m (51 ABOVE THE INVERT. 7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY. 8. WHEN CONNECTING TO A RCB, STANDARD PLAN 333 SHALL 8E USED IF THE TOP OF THE CONNECTOR PIPE IS LESS THAN 300 mm (12') BELOW THE SOFFIT OF THE RCS OR THE FLOW LINE OF THE PIPE IS LESS THAN 330 mm (131 ABOVE THE FLOOR OF THE RCD AT THE INSIDE FACE. CASE 2 9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 525mm (219 OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES OR PRECAST Y BRANCHES. ' 10. TRIM OR CUT SADDLE TO. FIT SNUGLY OVER THE OUTSIDE OF THE MAIN PIPE 50 ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING PIPE. !!. THE.OPENING INTO THE PIPE SHALL 8E CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE I AND CASE 3. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PIPE CONNECTIONS TO EXISTING STORM DRAINS METRIC 335 -1 SHEET 9 OF 9 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: , STORM DRAIN PLAN -TRACT 16250 ) =too' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED 8Y: AI ND CIF AT10N3 SEPTEMBER 17, 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date CHECKED BY: PPR 0 BY: DRAWING NO.: g b 'd3 3376 / STANDARDS IN EFFECT. CITY ENGINEER R.C.E. 51152 D TE: 6