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Home My WebLink About3706-5t L . E'£O LO �s "ROP_ 11111 el. EmmEENEENEErm witio IMMEMIIMMENZIOL•gaisil firgraF•u EIIIMMEMINMIN =a SEX ---OV '-T T-GRO =PIPE NO- Effinmonimumbinim E. W � s MEMO! . EllErilarill-m=.----AINFOMMENIEM NEER w.91■11■t M, MEMOIMEMEMMILL_IbERWA101111Mbi I MEMENIEME= ; • , = M nii ' EMMENIMMIll <<� vim_L �,P" �, [1 .:-KM-MMEMIlinto AIBIENFAUFAMMENIMEME1 ESt PFPVerl R��r�, pAIIMENAMENEINEEMENIEN �ya 111MMENIMMINKI=NEFA 1 e. 1M!Ir1i ilk `�' %� `ale�� 11 ' o NEE "AM EMENVIERIMEMENEMENINE iii 0 MENIMEEFENS MAN ME iiiiii- Tier 00 r0.5.6 CF.S.-ICU RE I? V��25� FOPS ¶WA RUN ■. COryS�UCi 118 �F-q8' R.O.P. A11111111- - ' slimisup I 9 mommoraning _ g-- ,__ P 0 IL7^ PLA _ 19 20 SCALE IN FEET 0 rit=1,40 80 120 160 SCALE: 1" = 40' KNOX AVENUE SEE SHT 6 OF 7 DWG. NO. 3704 Fi fr • 10' URE DSCAPE RED L0. • • 1 9 12' 22 • /1 21 10' - \FUTURE LANDSCAPE /LETTERED LOT . ▪ 461"Fc. FEy sp, FLA NS SI , Fi 10 . baa, i•lt)1, 40 ta 0 rcj �GVWC SEMENT N017'21 E ;52'N':� c: I 8 MND EASElLfET 4r' As 1;1 ( 1 • F a Lu ec Liu . , IH uc \- Loa L CONSTRUCTION NOTES: CONSTRUCT 48" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). CONSTRUCT DOUBLE BRICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SHT. 8 CONSTRUCT P.C.C. COLLAR PER A.P. W.A. STD. PLAN 380-2 (SEE SHT. 8). CONSTRUCT STEEL PLATE "BULKHEAD" PER DETAIL SHOWN ON SEE SHT. 9. SECTION INLET TYPE 2 BAR 6mm (5/8")O 250 m B DETAIL OF ANCHOR CURB FACE INLET TYPE 2 INLET TYPE 1 14r1 -� -��---- f\-ANgirJR 0- 75 mm (31 F E RECTAN"ULAR FRAME AND COVER PER STD. PLAN 15 HINGE COVER AT TOP OF FRAME PPRO� ENT PORR GRADING 600 mm SECTION -A - INLET TYPE 1 CURB FACE (375)mm MIN -nm POINT M POINT N r POINT P POINT Q A PLAN 3000 mm 10') S TC GRADE UNE AS CURB ON PROFILE TOP OF 3000 mm (10') TOP OF CURB POINT M S. J BAR SPAC1hG. mm 300 (121 240 (71 450 (181 240 (77 600 (24'} 240 (7') 750 (30'} 240 (7'} 900 (36'} 240 (77 1050 (421 210 (6') 1200148/ 180 (5'} 1350 (541 225 (6-1/21 1500 (601 180 (5'} 1650 (66') 180 (4'} 18001721 120 (3-1/21 POINT N PROFILE FOR S-750mm(30') AND LESS, USE2 ANCHORS 011(RYWSE, USE 3 ANCHORS 10 FOR S - 1200 mm (481 AND LESS, B- 75 mm 3") USE 64x51x9.5 (2-1/2' x3/8") GALVANIZED SUEEL ANGLE. 10(4 , 01HER1VSE, B - 100 mm (41. USE 89x76x127 (3-1/2'x3"x1/2') GALVANIZED SEA ANGLE. .1 BARS ARE f101,1 (131 POINT P GALVANIZED STEEL ANGLE POINT 0 BATTER 3.12 SEE NOTE $ SICEWALX FINISH 200 (a') TIER TO MATCH EXISTING 50 rnm 6') SECTION A -A 150 mm OM 0 420 m (jm 3 0 12') MAX OC SECTION B -B AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE �I�KC0EE 1914 Rte' 1°°6 PARKWAY DRAIN STANDARD PLAN 1 METRIC � `C 1 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W UNE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24') OR MORE FROM THE R/W UNE: HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD (5/8" x 6-3/8', 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 125 mm (5") AT POINT N AND P. 7. THE 75 mm (3") LEG OF THE 16 mm (5/8') DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.0R. 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGUSH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGUSH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL . MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 151 -1 SHEET 2 OF 2 PARKWAY DRAIN DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SERVICE RT TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 BY UNDERGROUND SERVICE ALERT t LATERAL / CONNECTOR PIPE I0M0450 mm (43 OR 440181 OC ROUND EDGES TO RADIUS OF APPROXIMATE ID OF LATERAL. MAXIMUM 900 mm 136') OUND EDGES TO 73 min (31 R TABLE FOR DIMENSIONS AND BAR SIZES D2 F AORBBARS ooRFBARS 1 REVISION DESCRIPTION OR OR .6 B T 4 (mm) CINCHES) Imo) CINCHES) ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 300 12 110 4 u U 12 375 13 110 i 4 1/4 0 0 3660+79 450 18 120 4 1/2 in +8 3662+41 525 21 130 3 , • 41�t/07 600 24 140 5 1/4 = 18-0..3-05 W (i 673 27 140 31/2 I I 750 30 , 160 6 ` 0 823 33 160 •, 61/4 I0 3 . 900 36 170 6 1/2 a n 975 39 180 _ 7 1050 42 190 71/2 - 1125 45 200 7 3/4 u u 1200 48 210 8 0 0 rs 1275 51 220 8 1/2 7.." " `r 1350 54 230 9 0 0 1423 57 240 9 1/4 .'. •, 1500 60 230 9 1/2 E E 1575 63 260 _ 10 fr �e h 1650 66 260 10 1/4 eft 1723 69 280 10 3/4 31 1800 72 280 11 2 '!s 1950 78 300 11 3/4 2100 84 320 121/2 2250 90 340 13 1/4 0u 0 2400 96 360 ,0 14 E, .. 2550 102 400 151/2�p 2700 108 410 16 P. 0�. 2850 114 420 16 1/2 " -- 5 3000 120 440 17 I 1 g 3150 , 126 440 17 es o 3300 132 430 17 1/2 , 0 5 o 3450 138 450 171/2 a o 3600 , 144 460 18 a STATION - STATION PT. D BARS m 1.3 OR SEE NOTE 4µ)• D BARS PLAN 10M (.3 OR 44) ELEV. ELEV. STA. STA. 15M0450 mm (.40181 OC. BOTH WAYS. TO BE USED WHEN D2 IS 1500 mm (604 OR MORE LONGITUDINAL SECTION D BARS A BARS F BARS m 1- 15110450 mm (.40184 OC. BOTH WAYS. TO BE USED OHENIORE m ') S 1300 m (60 t MAIN LINE SECTION NI -Ns -Ws PROJECTED ON M -M -N" AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER � ,,MULGATED BY THE ORKS STANDARDS ,,,� GRfEN8019 COAtA11TTEE 92 REV. 199° TRANSITION STRUCTURESTANDARD PIPE TO PIPE C 340 -1 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. THE HORIZONTAL ANGLE NOT EXCEED 5'45'. 2. VALUES FOR A. B. C. Di DRAWINGS. ELEVATION R REQUIRED BY NOTE 10. OF CONVERGENCE OR DIVERGENCE. 6. SHALL AND 02 ARE SHOWN ON THE PROJECT AND ELEVATION S ARE SHOWN WHEN 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM 0 450 mm (e3 OR 04 0 18') OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED. A 8 B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY. ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ON Y WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. I1. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). IF THE COVER EXCEEDS 7.5 m (259 A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 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 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER STANDARD 340 -1 SHEET 2Of2 = TRANSITION STRUCTURE PIPE TO PIPE r - I0 19140.08 APWA STD. 322- 9.D, ABM! D , PE R FONTA{1A �rII, PARK I M PROS P� A N9 3. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED A04141114041TO CONSTRUCTION. AND APPROVAL AT LEAST 30 DAYS PRIOR r- Iz''1 r;1 M. W. D. CONS TRUC TION NOTES: 1. NOTIFY MR. JOE MIRONE OF M.W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. 657E• OR A b"b"6H SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. 2. EXISTING PIPELINE /S ADEQUATE FOR AASHTO 1-1-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR A 666B MAY OPERATE OVER THE PIPELINE, THE GROUND MAINTAINED IN A CONDITION ON BOTH SIDES OF THE PIPEL/NE. .; r4OEssroyq 4<(,\ L. /4i ' RECORD DRA LU � :o. r3537 v. DETAIL "A" NTS 4. ALL M.W.D. S STRUCTURES TO ANY CONSTRUCTION FACILITY MUST BE THE FACILITY HAL 4. ALL M.W.D.'S SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCT/ON WORK, WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. 5. THE FOLLOWING LOADING RESTRICTIONS APPLY: RIALTO PIPELINES • THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE WITHIN 30 FEET OF THE CENTERLINE OF THE PIPEL/NE. WHEN THE COVER IS A MIN/MUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE, ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. • EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GRATER THAN THE SHOWN ON THE FOLLOWING TABLE, AND WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE FOR THREE VEHICLE LENGHTS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. RIALTO PIPELINE STATIONS MAX. COVER ALLOWABLE LOAD REV. REVISION DESCRIPTION DA TE ENGR. CITY DATE 3648 +00 3648+55 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3648+55 3649+99 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3649+99 3650+47 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3650+47 3652+63 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3652+63 3660+79 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3660+79 3662+41 12 _ ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3662+41 3663+00 10 ALL LISTED EQUIPMENT EXCEPT CAT 631E SCRAPER WITH MINIMUM COVER RESTRICTIONS 3663+00 ® REO. DWG . - S P ABA KD,�AEV.W�hz4Sp 41�t/07 OW �•Z�'(1 /I ADDED MWD NOTES, CHANGED PIPE FROM 36- TO 48'7 SHOW FUTURE 121" MWD WATFRI INF. 18-0..3-05 W (i t, 1 r 11.4 r - I0 19140.08 APWA STD. 322- 9.D, ABM! D , PE R FONTA{1A �rII, PARK I M PROS P� A N9 3. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED A04141114041TO CONSTRUCTION. AND APPROVAL AT LEAST 30 DAYS PRIOR r- Iz''1 r;1 M. W. D. CONS TRUC TION NOTES: 1. NOTIFY MR. JOE MIRONE OF M.W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. 657E• OR A b"b"6H SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. 2. EXISTING PIPELINE /S ADEQUATE FOR AASHTO 1-1-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR A 666B MAY OPERATE OVER THE PIPELINE, THE GROUND MAINTAINED IN A CONDITION ON BOTH SIDES OF THE PIPEL/NE. .; r4OEssroyq 4<(,\ L. /4i ' RECORD DRA LU � :o. r3537 v. DETAIL "A" NTS 4. ALL M.W.D. S STRUCTURES TO ANY CONSTRUCTION FACILITY MUST BE THE FACILITY HAL 4. ALL M.W.D.'S SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCT/ON WORK, WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. 5. THE FOLLOWING LOADING RESTRICTIONS APPLY: RIALTO PIPELINES • THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE WITHIN 30 FEET OF THE CENTERLINE OF THE PIPEL/NE. WHEN THE COVER IS A MIN/MUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE, ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. • EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GRATER THAN THE SHOWN ON THE FOLLOWING TABLE, AND WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE FOR THREE VEHICLE LENGHTS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. RIALTO PIPELINE STATIONS MAX. COVER ALLOWABLE LOAD FROM TO FEET 3648 +00 3648+55 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3648+55 3649+99 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3649+99 3650+47 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3650+47 3652+63 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3652+63 3660+79 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3660+79 3662+41 12 _ ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3662+41 3663+00 10 ALL LISTED EQUIPMENT EXCEPT CAT 631E SCRAPER WITH MINIMUM COVER RESTRICTIONS 3663+00 3677+00 23 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS * EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 VEHICLE MUST NOT BE OPRETED WITHIN 20 FEET OF THE EXISTING MANHOLES STRUCTURES AND BETWEEN STATIONS 3662+50. ITN 4414 VY -PAS S.O. ABA 1•10. PER FONTANA LAT. PARK IMPROV. PLA US - 16+96.86 PWA STD. 322 - REMOVE T1hESE RECORD DRAWINGS HAVE BEEN PREPARED, IN P ,,CJD THE BASIS OF INFORMATION COMPILED AND ItHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERROR6 OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF BENCH MARK: 18-17 CAL TRANS BENCHMARK #8-1Z A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST OF SIERRA AVE ELEVATION: 1428.609 BASIS OF BEARINGS: INE BRC. N08959'31 "E ALONG IHE CL SUMMIT AVE AS SHOWN ON IR. NO. 16427-1, M.B. 296/7-11. DETAIL "8" NTS SHOULD CONS TRUC TION 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 CbONFORMA NCE WITH CONDITIONS AND S TA NDA RDS IN EFFECT. Prepared Under The Supervision Of : PREPARED /N THE OFFICE OF MADOLE AND ASSOCIATES, INC. 760-A SOUTH ROCHESTER AVENUE ONTARIO, CA 91761 PHONE (909) 937-9151 RCE 36637 EXP. 6- WENDELL L. IWATSURU CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY PM/MA DESIGNED BY if CHECKED BY: QUA WL/ OVE KNOX AVENUE DETAILS S.D. AT 43992' WO SANT AVE TY ENG/NEER R.C.E. 51152' - DATE SCALE: AS SHOWN DATE MARCH 2005 DRAWING NO. 3706 5 126-2012; KNOX AVENUE STORM DRAIN PLANS J:1126-20121storm\sd05.dwa. 8/3/2005 10:54:48 AM. Emie. Emie