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Home My WebLink About3384-8D BARS 75 mm (30) OC---- IOM(x3) TIE BAR - 4 -20M(96). E BARS At 975 mm l3'-3') LONG. SEE NOTE 2 D BARS 75 mm (31 OC. SEE NOTE 9 F OPTIONAL EDGE OF CONCRETE E EDGES TO BE ROUNDED TO 75 mm t34 R Ab .- R=ID OF SPUR Ct r Y Itc IOM(93) TIE BAR J BARS�900"elm 1.2 m (3'-0') LONG r-3-1510104) J BARS 1.4 m (4'-0') (4'-81) LONG 75 rtwM34 OC CON'T.AWL. BARS 150 mm DETAIL EN' F Da F (61) OC TO INSIDE EDGE OF MANHOLE, SEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) METRIC 320-1 MANHOLE FRAME 180 mm STREET AND COVER PER USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GRADE STD. PLAN 630 (7 1/2' 610 mm (241) 195 mrn (7 3/41) MANHOLE SHAFT 125 mm x 50 mm '-"j oPER I PLANNSTD.324 (51xr)PIPE a� SEE NOTET8EYEL, EAT 8 1/2' 900 mm (3'-0') E BARS W y enl E BARS 'Ll TIE BARS 1423 mm (571 W o 9 1/4-11 STEPS 75 9 1/2' t + 1 3•) R TIE BAR -� S' D BARS 1 1700 125 mm (51) F J BARS p mm 700 mo P ROUND EDGES `- - 2'-4'),12'-4') TO 75 mm (3') R SPRING LINE 10 3/40 15M(04) O 450 mm INLET -� (l8') OC BOTH ELEVATION GRADE POINTS. WAYS TO BE USED APPLIES AT SEE NOTE 4 WHEN D= IS 1500 mm THIS POINT 12 1/21 (601) OR OVE SECTION B -B SECTION A -A 400 mm 96• CONCRETE RINGS 140 PER STD. STREET GRADE PLAN 324 x 125 mm 25 mm (5'xi') 2850 mm (1141 3000 mm 120' RING SEAT OMIT THIS d STEP IN H BARS PAVED SEE TABLE -$m STREETS VARIABLE 23 Iso mm H BARS L s•) 150 mm (6 U. E BARS 400 mm (16•) FOR (6 )'" 19M(•3 OR •4) PAVED STREETS. F IE BARS 650 mm (2'-2') FOR 'F�irii�>t�il•rTlr■rfa>• UNPAVED STREETS J BARS ROUND -.--.-�-. EDGES TO 75 mm (3•)R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED THE MANHOLE PIPE TO PIPE MAIN LINE STANDARD PIAN FUSTIC WORKS STANDARDS INC., D GREEN900KCOMMITTEE ID=900 mm 3611OR LARGER METRIC 320-1 REV. IM 180 mm SHEET I OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TABLE OF VALUES FOR F D2 MANHOLE PIPE TO PIPE AGAIN LINE F 00 mm (36,11 165 mm 6 1/2' 975 mm 391 180 mm 7' I 5 mm (42' 190 mm (7 1/2' 1125 mm (45') 195 mrn (7 3/41) 1200 mm48• 05 mm 8• 1273 mm (510) 215 mm 8 1/2' 1350 mm 541 230 mm 9• 1423 mm (571 233 mm 9 1/4-11 15-0-0 mm 240 mm 9 1/2' 1575 mm (631) 255 mm(looll 400 mm 96' 2S mm IOr 1650 mm (661) 260 mm 10 1/49 1723 mm (69') 275 mm 10 3/40 1800 mm (72') 280 mm (li') 1950 mm 78' 300 mm II 3/4' 2100 mm (84' 320 mm 12 1/21 2250 mm 01 335 mm 13 1/41 400 mm 96• 355 mm 140 2550 mm (1020) 395 mm (15 1/20) 2700 mm 108• 405 mm (16•) 2850 mm (1141 3000 mm 120' 420 mm (16 1/21) 430 mm (171) 315 mm 126' 430 mm (171) 3300 mm 132' 445 mm IT I/2• 3450 mrn 138' 445 mm (171/21) mm 144• 435 mm 18• TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. MIN. I MAX. I MIN. A -A 11367 mm (2'-10 1/24 1060 mm l3'-6') C -C 282 mm II• 217 mm (8 1/2') 410 mm 161) 1380 mm 151) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320 -1 MANHOLE PIPE TO PIPE AGAIN LINE ID=900 mm 36" OR LARGER SHEET 2OF4 OWNER / DEVELOPER: NEW VVEST PROPERTIES 369 SAN MIGUEL DRIVE, SUITE 350 . NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-13/6 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'-62) FOR UN- PAVED 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 01 IS 1200 mm (480) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER OI IS 1200 mm (48') OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2=2400 mm (969 OR LESS, L21.7 m (5'-6'). P=130 mm (51) B. D2 OVER 2400 mm (960), L=1.8 m (6'-00). P-210 mm (81) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 150 mm (68) OC. 4. 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. 5. 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. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. 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. 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE 15M(04) FOR D2=975 mm(390) OR LESS. 15M(+5) FOR D2 =1050 mm (429 TO 2100 mm (840) INCLUSIVE AND 20M(#6) FOR D2=2250 mm (900) OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (151 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCA DOWNSTREAM OF MANHOLE IS 900 mm (369 TO 1050 mm (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm 1339 OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC SHEET 32031 MANHOLE PIPE TO PIPE MAIN LINE ID -900 mm 36" OR LARGER B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (300). 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. 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 1S SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm :36'11 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT E:iACT 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 (360) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER 633 914 mm (369 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN METRIC 320 -1 MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER SHEET 4OF4 3 -15111(x4) J BARS, 1.4 m (4'-99 LONG. 75 mm (34 OC CONTINUE F ADDITIONAL BARS 150 mm (61) OC TO INSIDE EDGE OF MANHOLE 123 mm It 50 mm (5'x 24 PIPE SEAT 3-D BARS. 75 mm (39 OC CONTINUE 130 mm (6') OC-� 4-20M(x6) E BARS SEE NOTE 3 IOM O 450 mm (s3 OR r4 O 18') OC TIE BARS A 8 6 BARS QT�TInu mT Nt F BARS TIE BARS 4A ROUND To 73 mm (31) R 1.2 m OPTIONAL OPTIONAL FILLET (4'- •) OUTSIDE VQI__�ofa EDGEOF IA.CONCRETE PLAN (SHAFT NOT SHOWN), SECTION G -G OMIT THIS STEP IN PAVED STREETS H BAR ISO mm (61� 400 mm 069 FOR PAVED STREETS. 650 mm (2'-2' FOR UNPAVED STREETS-` 150 mm (6•'. TIE BARS -•r fE SPUR 130 mm (61) ANY STANDARD PIPE JOINT 0 MtR 2 1 D OF SPUR ! WITH A MAX. OF 1050 mE MANHOLE SHAFT PER STD. PLAN 324 STEPSi 125 mm x 50 (51x2') PIPE SEAT- ELEV. 3 4-0114414) H (Y) LW LONG DETAIL ENO (RINGS AND COVER NOT SHOWN) SEE NOTE 2 STREET GRADE MANHOLE FRAME AND COVER PER STD. PLAN 630 1=D BARS w TIE BARS In F BARS LL TIE BAR -A BARS I 123 mm ELEV. R ' -B BAR$ ..r... 15M O 450 mm 04 O 169) OC BOTH WAYS. TO BE 15M O 430 mm (04 O 1481 OC USED WHEN B IS 1300 mm BOTH WAYS. TO BE USED (60') OR MORE WHEN D 13 1500 mm (608) OR MORI SECTION N -M -P -O CONCRETE RINGS PER STD. PLAN 324 SECTION C -C 'T GRADE i25 mm x 25 mm (5• x 1•) RING SEAT 150 mm (60) H BAR VARIABLE -E BARS -TIE BARS •J BARS 'ROUND EDGES TO 73 mm (39) R AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED 13Y MANHOLE PIPE TO PIPE STANDARD PLAN PUOGR WORKS STANDARDS INC.. GREENSDOI(COMlvNT7EE LARGE SIDE INLET 322 -1 1W2 1 mm 1975 mm REV. Ise SHEET I OF 4 USE WITH STANDARD SPEC11FICATI00 FOR PUBLIC WORKS CONSTRUCTION D BARS---� ROUND EDGES TO 75 mm (31 R I C6 SHAFT 125 mm x 50 mm (5' x2') PIPE SEAT u.i r -D BARS -i LONGITUDINAL SECTION `?•T Y�• ll.�. _I•T�lli`.J.-�•1• ,.i li. �Y-.I t�C' i �. ■l.J �fl• '�1• 1� 1.1�1a ir.x3m TABLE OF VAEUES FOR F MANHOLE PIPE TO PIPE (LARGE SIDE INLET)SHEET youmm mm nree 180 len 1 mm 1975 mm 1125 tern 4 ' 1200 mm mm 127 men 514 213 mm IS IIVI mm10911 Z30 mm (91 mne 1/4• 1500 mm(Go* 1573 mm mm 101) 1650 mm 1725 mm 6 mm 101/4• mm mm 00 mne 014 1950 mm 1789 mm 1 4• 2100 mm 164• 320 mm (12 1/2• (909) 785-5122 * FAX (909) 785-5180 STORM SE 400 mm 96' 2S mm IOr mm 14• mn I I/r nn I mm 2x30 mm (114' en 1 1 I nm 1 . 420 mm 1 I 418 mm I nm 1ry 00 mm (1 445 mm 1 /r 3450 mm I 4 mm I/ ��;•FFA' � * Exp. 12/31/05 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 14 MANHOLE PIPE TO PIPE (LARGE SIDE INLET)SHEET 20 FONTANA, CALIFORNIA E-�•�¢y�SiT•Z',TtCf/LD1• CSL ENGINEERING, INC. Cff B.11. N0. 36, SHODUD TION OF THE RECURM UllOVEM8M NOTQROFESs/pN COMMENCE RS TWO YEAOF THE DATE OF APPROVAL �il��>• 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 lea[➢]• SCALE. NAIL IN POLE 11536697E SHOWN AND C FORTH INA THE ys �' (909) 785-5122 * FAX (909) 785-5180 STORM SE DRAIN IMPROVEMENT PLAN , 1'=40 S.W. CORNER SULTANA do BASELINE C" ER MAY IONS TO THE PLANS TO W a No. 25917 ��-Z�af�uD■ TRACT 16379 � » ��;•FFA' � * Exp. 12/31/05 PREPARED BY: R.C.E. N0. 1 DESIGNED BY: SE ETAIL ET ffmaULQ>♦E4-I-Iiirmcm LDm nli-SI-I'mc Y-9 rE) TZ 'Iil�>• etFz-sr-•�cs-v>• MARK BY DATE iff .. �•r�>,BI• tE7I•rrit[:yAIIIIIFZ•Z]ff=lflwa➢l CHECKED B APPROVED F •• = m �>•[3�T�(L1�1• JJL C ENGI EER: RICARDO DOV ® 33 S ¢ OFl R.C.E. 51152 F?<I•Z•aQ•Z➢>• �l�Q�� JN597/02-12-03/597SD3.DWG/S:40 'F�irii�>t�il•rTlr■rfa>• AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 14 MANHOLE PIPE TO PIPE (LARGE SIDE INLET)SHEET 20 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 1/20) FOR PAVED STREETS OR 1060 mm (3'-60) 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 DI IS 1200 mm (480) 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 DI IS 1200 mm(488) OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (59 FOR D2=2400 mm (969 OR LESS AND 200 mm (81 FOR D2 OVER 2400 mm (9611). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. S. 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 (140) TO 375 mm 059 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 (369 INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (129 TO 3600 mm 04463-; INSIDE DIAMETERI HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD Ptm METRIC 322 -1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) OF 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. 15. 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 (360) WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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 (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (369 WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER 633 914 mm (369 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN Mwnw 322-1 SHEET 4 OF 4 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) BENCHMARK: SEAL-ENGINEERCITY OF FONTANA, CALIFORNIA CSL ENGINEERING, INC. Cff B.11. N0. 36, SHODUD TION OF THE RECURM UllOVEM8M NOTQROFESs/pN COMMENCE RS TWO YEAOF THE DATE OF APPROVAL A , -4 sc,��y 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 DRAWM BY' SCALE. NAIL IN POLE 11536697E SHOWN AND C FORTH INA THE ys �' (909) 785-5122 * FAX (909) 785-5180 STORM SE DRAIN IMPROVEMENT PLAN , 1'=40 S.W. CORNER SULTANA do BASELINE C" ER MAY IONS TO THE PLANS TO W a No. 25917 TRACT 16379 W A� � * Exp. 12/31/05 PREPARED BY: R.C.E. N0. 1 DESIGNED BY: SE ETAIL ET DATE: FEBRUARY, 2003 T. �* `rq CIVIL �� SOF EXP. 1 31/05) MARK BY DATE APPR• DATE CA1.�F0� S, 3-25` b3 DAlE. CHECKED B APPROVED DWG. NO. SHEET ENGINEER REVISIONS CITY RICHARD A. SCIANNI JJL C ENGI EER: RICARDO DOV ® 33 S ¢ OFl R.C.E. 51152 JN597/02-12-03/597SD3.DWG/S:40