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Home My WebLink About3492-5®■■SiE�■■ ■■■ ■■ ■■ ■■■■■■i■■■■■■■�■■ ES■■N■■■■®■■■■®■■ ■■■■■■■■■■■■■■■N■r■ ■■■■■■®■■■■ ® �■■�■■■ ■�■ ■■■■ ■■■■M■ ■®■■■■■M■■i■■■■ ■■■ ■■■®■■■■■■ ■■■■■■■■■■■■■E■N■E■■ ■■■■®■■■ ®■E■■ ■■■■■ ■■■■■■ ■r■■■rE® M■■ ® ■I■■■■■ ■®■■■■■ ■ ■■■■■■■�■■■■ ■■ ■ ■■ MEMO ■ ■ ■■■ ■ No OEM ■■ ■MMM ■■NMEM■■ ■■ ■■■■ ■ ■ N ■ ■■ ■■■■■■ ■■■■■ mm MM ■■■■■ ®■■®®®®®® NONE ME 0 ®®®■ ®■■ ®® No ■■■■ ■ ®■■ ■ ■■�■■ ■■ ■ ■ ■■■■■■ ■■ ■ ■ ■®■■■■■ ■■■■■■i■■ Ei■■■■■i ■■■■■■■■ ■ E■■iM■■ ■■■■■■ ■■■■■■ ■■�■ ■■ ■■■ E■r ■ ■■■■■■■■■ ■■■■E■■■■ M■■r■r■M■ ■ ■■ ■ ■■■■M■■ ■■ ME■ E■■N■ ■ ■■■. ■ ■ ■■■ ■ ■■■■■ ■■EEMN■E■ Noraw No M ■■■■ r■ ■■ 01 NONE ME • i • • Ml MONSOON■ « • • ■E■r■E■■ ■■ • , • • « • ■■■■■■■■ ■ ■■ ■NNi■ EMEMEME■■ MEMO■■■■■ OMNI m i■■SM ■■ MN■■ ■ ,, « ■■■■ • • ■■■■■■■■ ■■■® ■■ ■ ■ EMOMEMEE - MENOMO■EE ■fin■■■ - ■■■■Mir■ M ■ ■ ■■ ■■■ ■■■ i ■■■■■MO■ ■ME■ - MEN■EN MEN■M■NEE ■■■■■■■■ ■ ! ■■■ ■EE■■■MEM .-• • ■EE■MEE■ ■■■■■■ ■ ■EN - i U • E■■M■■■E■ ■■■■■■■ MEMS■■■■ - w 11 0 -- • • / • • MN , i ■■■■■■® ; ■ : • . ■i■■OEM ■■M■•. - ■ : ■ ; ® ■■■ NMM■ ■ ■■■■ ONE 0 ME M MM ��, ■■ !, • „ ■■■ MME ■ ®® M■■EEME■ MEN MEN ON MOMEN 11 mom M Mai 0 MNno ■ E■ ■ �I- ■ EEE ■ ■ .. ■■ ■ ■■■ ■ ■ • . _ : • IMMM■■■!_._-- ■ MMM■M■ . f i. •---�..il.� . f f • . i■ ■ ®!! MM MM■M ■■ II ■ ■ ., NE � � � ■■■ MEEK■ME • . - EN■ ;■ EE■ME■ • ■ ■■ ■1 ,■■MEN ■IMMEM MEMM ■ ■ ■■EEE■■ ■ I MOEN ■E ■ l --�", ME■EM MAINE■ EE■ E■M■■MM r■EEEE■. , �� , . ■M ■ MMES■■■ Niri■E : i . « « EHE■■■■■ ■■ . ' j; N ■M■ ■EEE ■ EMME■ MON ... - . ' • : ■ ■ ■■ ■■ ■■ : N■EM • .. ® i , i - « « E■■MM■■■■ ■■■ , ■ MOEN ,' ■ ■ ■■■ MMES • ,.: ■E�■ ■�: - . ■ .. • ■ ■■■ ■ _ ■ MOMM - ■ MEMS ■■■■■M �„ ■■■� on M ■ ■■■ MMEERA, ON MENEM MEM • • • ■ ■ ■ , ■ ♦ ®♦ j ■ ♦ ♦ �■ ♦ ■ 1 i ■ • • ■ M■ ■ ■ ■EE■ ■■■EEM ■ ■i�M • EE�■M■ ■ ■ ■■■ NE■ M■■■■M■ ENE ■M■■EMMM■No 10+00 t LATfRAL / CONNECTOR PIPE IOM0450 mm (93 OR .4018.1 OC ROUND EDGES TO RADIUS G OF APPROXIMATE ID OF LATERAL. MAXIMUM 900 mm (361 0! F A & B BARS-_:,, P 4 MAIN LINE NOTE 8 ►♦•-► STATION N' M STATION PT. D BARS PLAN 1 D BARS-�. Q No a IND EDGES` 75mm(34R `-STATION (TE TOR 94). OR K) 1 I I 15M0450 mm 040181) OC, BOTH WAYS, TO BE USED WHEN D2 IS 1500 mm (60•) OR MORE LONGITUDINAL SECTION D BARS I IO 4) S. A BARS I� ~i F BAR of I �Lo (.37Oc % V ( ELEY S\ 15M0450 mm 040181 OC. BOTH WAYS, TO BE USED WHEN B IS 1500 mm (60') OR MORE 4. MAIN LINE-� SECTION N' -N"-N' PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TABLE FOR DIMENSIONS AND BAR SIZES TRANSITION STRUCTURE D2 OR B (MR) (INCHES) (MW F OR T (INCHES) m ood y c 300 12 110 4 uo 0 M n a g Jk" n - ^ 375 13 110 41/4 450 18 120 4 1/2 525 21 130 5 600 24 140 51/4 675 2T 140 51 750 30 160 6 625 33 160 61/4 900 36 170 6 1/2 975 39 180 7 1050 42 190 71/2 O 1 E E toil .�'. n 1° 525 45 200 73/4 1200 48 210 8 1275 51 220 8 1/2 1350 54 230 9 1425 57 240 91/4 1500 60 250 9 1/2 1575 63 260 10 1650 66 260 10 1/4 1725 69 280 10 3/4 1800 72 280 11 1950 78 300 II 3/4 2100 84 320 121/2 2250 90 340 13 1/4 C C E E a c '8 EE E :o a o 1N o 0 N 2400 96 360 14.- 2530 102 400 13 1/2 2700 108 410 16 2830 114 420 16 1/2 3000 1 120 1 440 17 3150126 440 17 3300 132 450 I7 1/2 3450 138 430 171/2 3600 144 460 18 ►♦•-► STATION N' M STATION PT. D BARS PLAN 1 D BARS-�. Q No a IND EDGES` 75mm(34R `-STATION (TE TOR 94). OR K) 1 I I 15M0450 mm 040181) OC, BOTH WAYS, TO BE USED WHEN D2 IS 1500 mm (60•) OR MORE LONGITUDINAL SECTION D BARS I IO 4) S. A BARS I� ~i F BAR of I �Lo (.37Oc % V ( ELEY S\ 15M0450 mm 040181 OC. BOTH WAYS, TO BE USED WHEN B IS 1500 mm (60') OR MORE 4. MAIN LINE-� SECTION N' -N"-N' PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE TRANSITION STRUCTURE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., OREENBO COMMITTEE PIPE TO PIPE - 340-1 19 92 REV. 19M SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION D RECORDWING TH n Cl, 10 DRAWINGS HAVE BEEN I"REPARED, IN ` t} ,tS OF IRIFO"VIATION COMPILED AND FUR.'T 1IFRS THE ENGINEER WILL NOT BE RESPONv 5i -F Fl -l1: ANY ERPORS OR OMISSIONS WH!CH HAVE BEEN INC^v^ - `ORATED INTO THE DOCUMENTS AS A RESULT THEPEO 10+00 10+00 PLAN 1•= 40' 10+00 10+00 10+00 10+00 A&, r* 4 REBAR NOTES I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. G. SHALL NOT EXCEED 5.45'. 2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 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 0 1/2') CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM Q 450 mm (03 OR •4 O 180) 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 LINEA 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. S. 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 QNLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 In (251. IF THE COVER EXCEEDS 7.5 In (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 CALIFORNIA CHAPTER STANDARD PLAN RIC 3400 - 1 SHEET 2 OF 2 TRANSITION STRUCTURE PIPE TO PIPE TOLL FREE �►r1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MODIFIED DRAIN PIPE AND RISER NOTES THE PIPE RISER SHALL BE AN 18" CORRUGATED STEEL PIPE (CSP), 14 GA., OR AN ALTERNATE APPROVED BY THE BUILDING OFFICIAL. THE MINIMUM DRAIN PIPE SHALL BE AN 18" CSP, 14 GA., OR AN ALTERNATE APPROVED BY THE BUILDING OFFICIAL. THE UPPERMOST ELEVATION OF THE RISER SHALL BE SUCH THAT FULL FLOW WILL BE GENERATED BEFORE THERE IS DISCHARGE OVER THE EMERGENCY SPILLWAY AND AT LEAST ONE FOOT BELOW THE TOP OF THE EMERGENCY SPILLWAY. THE RISER SHALL BE PERFORATED WITH 1/2" X 12" (MAX.) SLOTS OR 1/2" TO 1-1/2- DIAMETER HOLES, 10 TO 12 INCHES ON CENTER AND STAGGERED. HOLES CUT WITH A WELDING TORCH ARE ACCEPTABLE. THE SMALL HOLES SHALL BE USED ON THE LOWER PORTION OF THE RISER. THE DRAINPIPE SHALL BE PLACED ON A FIRM FOUNDATION. THE RISER SHALL HAVE A BASE ATTACHED WITH A WATERTIGHT CONNECTION AND SHALL HAVE SUFFICIENT WEIGHT TO PREVENT FLOTATION OF THE RISER. TWO RECOMMENDED METHODS ARE: A. A SQUARE CONCRETE BASE 18 INCHES THICK WITH THE RISER EMBEDDED SIX INCHES INTO THE BASE. EACH SIDE OF THE BASE WILL BE ONE DIAMETER OF THE RISER PLUS 24 INCHES. WE, .•/ TY40 x STEEL STRAP 1 3/8" BOLT GRATE ASSEMBLY DETAIL BASIN SIDE APPROVED FILTER SLOPE FABRIC (SEE NOTE 1 3 SEAL & CONST. BULKHEAD AROUND DRAIN- PIPE. - M.Iu. 4m 2 M --�- GUN 1�sTw 4/I.4WWM 161, I STD. C.S.P. %; Mso K T 42"RCP I I I TEE ..�..,.� I I I _ . _ .% TYP B. A 1/4 INCH MINIMUM THICKNESS STEEL PLATE WELDED ALL 1 Q1'.' o • r j » ::4 ;_ :;�1-i AROUND THE BASE OF THE RISER TO FORM A WATERTIGHT ' •• MSN. f f 1 T CONNECTION. THE PLATE SHALL BE SQUARE WITH EACH SIDE EQUAL SET TEE SECTION IN WET I q2�_•,.+ 124 MIN. TO TWO TIMES THE RISER DIAMETER. THE PLATE SHALL HAVE TWO CONCRETE FOOTING 9 TROWEL INSIDE TO DRAIN FEET OF STONE, GRAVEL, OR TAMPED EARTH PLACED ON IT TO PREVENT FLOTATION. ANCHOR BLOCK MIN. 5 SACK/ C.Y. CONCRETE OR METHOD APPROVED A GRATE CONSISTING OF #4 REBAR, 6 INCHES ON CENTER SHALL BE - 6Y BUILDING OFFICIAL WELDED TO THE TOP OF THE RISER. QRpFESS/(j� <� MODIFIED- DRAIN PIPE ANTI -SEEP COLLARS ARE REQUIRED AT 10 INTERVALS FOR PIPE ��`\ 91CP UNDER THE EMBANKMENT.' & 18» RISER DETAIL -D1 r.,,. 3L 637 FILTER FABRIC SHALL BE APPROVED MATERIAL AND OF EQUIVALENT OPENING N.T.S. SIZE U.S. STANDARD SIEVE NO. 100 (MAX.) AS LISTED IN THE CALIFORNIA BENCH MARK: # 8-17 BASIS OF BEAR/NGS: STORM WATER B.M.P. HANDBOOK ESC50 . =�� J1 ` �` CALIRA NS BENCHMARK 18-17. A THE BASIS OF BEARINGS FOR THIS MAP 9'" BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYTI,E CREEK RD. /2\ HE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REGrORD .��- 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY AP FILED IN 41 -1IifQ 7 OF SAN SEVA/NE RD., 2.6� M/ WEST R.S.B. 1119-103 OF SIERRA AVE. ELEVAT/ON: 1 1428.609 LEFT) PLACE ROCK AGAINST FILTER Im .6" FABRIC & AROUND LEV. 1534.0 + INLET UP TO RIM. r - X I2"(MAX.) SLOT " TO 1-1/2" DIA. - ,10• -12" ON i1WD STAGGERED REV. REVISION DESCRIPTION DATE ENGR. CITY DATE I SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS��^'� PREPARED IN THE OFFICE OF y�Fy MADOLE AND ASSOCIATES, INC. OF THE DATE OF APPROVAL SHOWN HEREON AND �_� l 10601 CHURCH STREET , STE. 107 w 3 No. 36637 c RANCHO CUCAMONGA, CA 91730 CARRIED FORTH IN A DILIGENT MANNER, THE CITY X PHONE (909) 948-1311 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO it Expo 06-30-04 BRING THEM INTO CONFORMANCE WITH CONDITIONS �'gTFoF�I1o��~P06"FXP Date AND STANDARDS IN EFFECT. Cay � �� b' 'tl`.C.E. . N WEi T• •4 REBAR %- BOLT GRATE ASSEMBLY DETAIL \ �- \ ■'MIN. FREEBOARD \ 6- \ MIN. \ 0 1 \ V2- X 12'(MAX.)SLOT TYP. 2 ORV2 TO 1-1/2" DIA \ 2' MIN. HOLES. 10'-12' ON CTR. AND STAGGERED 8'MIN. to 12'MAX. 3.'GLINI7E 6'x6 -W1.4/L4WWM _IJ 6' I I STD. C.S.P. 8- FL�yy I I I TEE T1YP _ F__LOW _ _ -L21 0 A:T- : r.- }-. - ..a 1-7 24"MIN. SET TEE SECTION IN WET CONCRETE FOOTING G TROWEL INSIDE TO DRAINv'. `ANCHOR BLOCK MIN. 5 SACK/C.Y. CONCRETE OR METHOD APPROVED BY BUILDING OFFICIAL DRAIN PIPE & RISER NO SCALE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN Approved HJ. Xrizan, Ir•Gor of PuDUc Works Adopted: Res. 79-1725 Revlseds 82-718: 83-1442 1327 DESILTING BASIN SHT. 6 OF 8 z J a_ z IE' 0 0 r` CV Nt Co T CITY OF FONTANA, CALIFORNIA 0 STORM DRAIN IMPROVEMENT PLANS DRAWN BY: TRACT NO. 164 4& 16427-2 SCALE: CC/KS AS SHOWN Lo DESIGNED BY:ERA / � I/ SDATE: MA !I LPE7TAL AUGUST 2003 ' CHECKED BY: APPROV . BY:Cfl DRAWING CV NO.: 5 .bre•• • BNr 12' _72 d) 3492 z MA CITY ENGINEER R.C.E. 51152 DATE 6 J:\126-1751\TR16427-1\storm\sdO5.dwa. 12/12/2003 10:34:21 AM. DM