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Home My WebLink About3229-2SCALE IN FEET 77 /SCALE: 1" =40' 20 9 W J co c6 to S 44'39'07"E 7 oEX. EOP FUT. CURB / EXR/W36.06' < .W SO'20'53"W 426-7� c"I cli EX. SEW. 'ini'cN' EX. 36"RCP LINE -"D"(SEE CITY DWG. 278�) C—li --No ---. -1-1 -- - I I - _. -. --.- - ---N (T20$530 -E '20'53"E CURB & GUTTER —tX. lb WAItK EXISTING R/W id-1� C) -0 l DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG Tro I rprr -IIIIIIIIIIIIIIIIII-1—ann-227—oAnn v t 34 3 0 1 14+62.10 "BLEEDER' '= 524+03.17 PROP. RCB 26+45.90 26+57.69 LINE D 524+29.66 15M 0 300 rhm 04 0 L/2 ITYP.)---% FLOW 15M 0 300 naa (94 0121) NOW (0TE9 4) CIRCULAR TIES. 150 Mrs 161) PROMULCAMSrANDAIlw no WL PU" VKW" M CUT NO. 2 LINE— --j GREEUS"oomm"nm lam 300 mm (12") THROUGH 1800 mm (7211) 1 j ca FWK 19°8 SHEET I OF 2 USE VATH STANDARD - - - ON MATION3 PUK PUBLIC MUM CONSTRUCTION S 26. T I N. R 6 W SAN BERNARDINO MERIDIAN. SHOWN AS N 89'37'36"W ON 2.65 MI. W ALONG HIGHLAND AVE.. af z W fD —j A MAP FILED IN BOOK 86 PAGES 26 SAN SEVAI v r--% E RDII 3 m 0 a 4 5 6 7 8 9 ++ id-1� C) -0 l DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG Tro I rprr -IIIIIIIIIIIIIIIIII-1—ann-227—oAnn v t 34 3 0 1 14+62.10 "BLEEDER' '= 524+03.17 PROP. RCB 26+45.90 26+57.69 LINE D 524+29.66 15M 0 300 rhm 04 0 L/2 ITYP.)---% FLOW 15M 0 300 naa (94 0121) NOW (0TE9 4) CIRCULAR TIES. 150 Mrs 161) PROMULCAMSrANDAIlw no WL PU" VKW" M CUT NO. 2 LINE— CUT NO. I 4 GREEUS"oomm"nm lam 300 mm (12") THROUGH 1800 mm (7211) 1 j ca FWK 19°8 N, 900 NO. 2 L( LINE REIuOVE 33 LF CONFLICTING RCP 1 M1 CUT W PR6h 11' X 9- RC& -r,,4 z 314( CSE CITY DWG. DETAIL 'A' (SEE NOTE 10) SONO -TUBE ON EOUAIL- INTERIOR FORM CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS VERSE PLANE, REVERSE ONE SECTION AND TAPE BOTH SECTION; TOGETHER FORMINO THE DEFLECTION ANGLE A. CUT NO, Zs SAW THE TUBE LONGITUDINALLY REWVING A STRIP 3.14 (TO ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BENDE ENDS Of THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. 330-C-23 (560-C-3250) CONCRETE 25 mm (I*) MID.) 0 L T 300 mm 021 Soo mm 021 100 mm (41 450 mm (181) 300 flat (Irl 12SON(S1- 600 mm (241 500 and j121 150 an jr.", 750 750 mm (3w) 450 mm (181 1 75 . mo (7o) 900 mm (3W) 450 mm (181 US jim (in tronrt (t0') 1050 na Mr 450 mm (IS-) US mo (1p) 1200 awn (48, 450 ffm DO-) 1425 nmn (5r) 450 mm ft,) 250 =m 0611 1500 mm (6 5as mm (all 973'mo 1650 ME (66• 525 nn (211) 4i 1800 mm (72, 600 nn (24, , SOO m (121-1 INTERIOR SURFACE PIPE DETAIL '13' TYPICAL JOINT FOR REINFORCED C2!MM P- IPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULCAMSrANDAIlw no WL PU" VKW" M CONCRETE NCRETE COLLAR FOR RCP STA=IPLAM GREEUS"oomm"nm lam 300 mm (12") THROUGH 1800 mm (7211) 1 j 380-2 FWK 19°8 SHEET I OF 2 USE VATH STANDARD - - - ON MATION3 PUK PUBLIC MUM CONSTRUCTION INSTALL 36- RCP, D—LOAD SHOWN ON PROFILE. INSTALL 12" SDR -35 DRAIN PIPE CONSTRUCT CONC COLLAR PER A.P.W.A. STD. PLAN NO. 380-2 O INSTALL 12" SDR -35 45* ELBOW REV. FEW" DE9CWTO 'AE 00' '07 'AE 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 STANDARDS IN EFFECT. ULIT%Al lufmv% 8-17 CALTRANS STANDARD PLAN mom 380-2 1 SHEET20F2 sw%liga %ff gLolwWwW5 BRASS CAP IN CONCRETE S.C.E. 600 mm (24"). TO 750 mm (305) THE BASIS OF BEARINGS FOR THIS MAP IS TOWER LEG. 343- N10 HIGHLAND 4 THE S LINE OF THE NE QUARTER OF AVE.. 0.21 MI. W10 SAN SEVAINE RD.. S 26. T I N. R 6 W SAN BERNARDINO MERIDIAN. SHOWN AS N 89'37'36"W ON 2.65 MI. W ALONG HIGHLAND AVE.. A MAP FILED IN BOOK 86 PAGES 26 FROM SIERRA AVE. THROUGH 42 INCLUSIVE. OF SURVEY OF ELEVATO& 1428.609 RECORDS OF SAN BERNARDINO COUNTY. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. NOTES 1. A CONCRETE COLLAR IS REQUIRED MERE THE CHANGE IN GRADE - EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 11 IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I*). BUT 13 LESS THAN 75 mrn((31) A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE - THAT 13 EQUAL TO OR GREATER THAN 75 mm (34. BUT LESS THAN 150 ffvn (69 A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE 13 130 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D*Di OR 0 WHICHEVER IS GREATER. B. WHEN 01 13 EQUAL LTO OR LESS THAN Oz. JOIN INVERTS AND MEN Di 13 GREATER THAN Oz. JOIN SOFFITS. S. FOR PIPE LARGER THAN 1800 nvn (724 SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. T. REINFORCEMENT SHALL CONFORM TO ASTM A 613 M (A 615) GRADE 300(40). S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE 0+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (214 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS 13 75 mm (3) OR LARGER. CIRCULAR TIES, PIPE DIAMETER NO. OF CIRCULAR TIES "ERE THE SPACE BETWEEN PIPE ENOS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALLBEINCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (60) D.C. 10. WHERE THE PIPE IS 525 mm (211) OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SMALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (244 OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR ,THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. If. 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 JE METRIC VALUES EXCEPT REINFORCING BAR SIZES IN EN MAY BE. SU8STI!iJTEO 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 mom 380-2 1 SHEET20F2 523 mm (21') OR LESS 3 600 mm (24"). TO 750 mm (305) 3 825 fnm.(338) To 1425 mm (578) 4 11500 mm (6 00) TO 1800 -mm (720)-1 3 "ERE THE SPACE BETWEEN PIPE ENOS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALLBEINCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (60) D.C. 10. WHERE THE PIPE IS 525 mm (211) OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SMALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (244 OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR ,THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. If. 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 JE METRIC VALUES EXCEPT REINFORCING BAR SIZES IN EN MAY BE. SU8STI!iJTEO 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 mom 380-2 1 SHEET20F2 CONCRETE COLLAR FOR RCP 300 mm 12" THROUGH 1800 mm (7211) DRAVM BY: 10601 CHURCH STREET, STE. 107 J.V. RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 DEQ A.T.S. Date : 62183 EXP. 9-30-05 � li - � V a a I I 'k, Ild I AIM CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS P� li m ITA I ■ ioi.l -4 WEE IMF. El nwor%onrom-u-ooPIU cr.