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Home My WebLink About3035-11NOTICE TO OOI�TRACTDA * *CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4, MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 J SEE NOTE 1 r 80 ww (31 MIN. I f CONNECTOR R LATEPIPE ---�-- A. W I \\ I G BARS F ROUI ISM O ISO olielli EDGEn Ir 1TO 753) R -� �hyA 1.4 O 6') OC a Z i 1 - -IOM 0 450 �n o i ( (93 R •4 O 181) C W $ O OC TIE BARS E AND F BARS o ( ISM O 75 liolis (05 O 3.1 OC. SEE NOTE e STA. POINT .31 . ONNECTOAR-MW TABLE OF ��' +•� so' SEE NOTE 3 VALUES FOR T MIN I STA. POINT B T LATERAL SEE NOTE 3 300 aiiii 024 130 M (51 PLAN 375 m 051 130 m (51 430 onsimi (MP) 130 m (51 523 M (21.1 130 M 151 SPUR IOM O 450 wu 900 .. (24.) 140 iiiiiii IS 1/Y) 1.3 R K O 101 975 ■w (27.1 MO w• IS 1/21 OC TIE BAR 750 ■w (301 150 111111 191 REINFORCING STEEL I G BARS 15M O 130 1111111825 m (331 170 m IS 1/21 I.4 O S•) OC ►-( 900 w (39.1 170 m (S 1/21) 90 "w MI / 975 .•. (399 180 111111 17.1 LINE 51 TIE BARS 'EDGES_ 1 BARS'15M (9 5) ELEV. R ELEV. S O �"" (3.1 OC C BARS r '. • . • • F BARS ISM (65) • 75 M (31 OC :dj UNDISTURBED CONCRETE CRADLE. EARTH 293-C-14 (430-C-2000). SEE MOTE 9 SECTION Z -Z SECTION M -M A1IERICAN PUBLIC WORKQS�AS�8�0CI�ATIO�•- 80UTHERN CALFORNiA CHAPTER Mp"Jlfih7®M7"E V • I • Wim/ , W QN� - ■ r TO PIPE� � IETRICPLAN D> 600 rttm (ANDAM 24 OWID> 112 MAIN LSE D "•" ,•'° usE wmI srANollleD>1PE{3RCA710M9 Pole r0aic WORKS REV. REVISION DESCRIPTION DAZE ENGR. MY DATE �� RF c.D2D DRAVIItJ to t-11-tA H6 5• t(0( srIEET, of z coM9T(a)cTlol( NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER 8 OF THE LATERAL IS GREATER THAN 600 mm (241. B SHALL NOT EXCEED .75 D OR 975 mm (39•). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN Of THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT" DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR. PIPES APPLY AT THE INTERSECTION OF THE INSIDE_ WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE. MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT -DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EQUAL TO 600 mm (24•) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE.. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. S. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE -TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE. CONCRETE ENCASEMENT SHALL EXTEND 300 mm (121 ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300, (ASTM A 615. GRADE 40), AND BE PLACED 40 mm (I I/21) CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 * 150 mm (61). It. FLOOR Of THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 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 BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS .nr ucrn Ali vu uca uCFn FAR. CANSTRIICTIAN SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN. CALIFORNIAMMIC SHEET CHAPTER sTA PUN JUNCTION STRUCTURE -PIPE TO PIPE INLET 331-2 ID z 600 mm 24" OR > 1/2 MAIN LIME 1D _OF 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. /QRpFESS/O�\ Z � = No. 31681 Z � �. Exp. 12/31/04 CIVIC1.��Q lF OF CA�F�/ Varies 2" Voris s � 04 bars x=< t evenFy spaced �\\ � around concrete pipe a 12":t O.C.I `'- I" radius ttyp.? Concrete ; e Wo ` ti OWn On a P cna Shope to notch I.D. of pipe Sh.: 44 bar hoop x 12" minimum all :Tr N_ -� around pipe :;,: •';• , �� .� _ bar hoops x XX 04 , 12" \04 ban x C of 2) X12"O.C. Typical channel wall reinforcing Typical trapezoidal channel SECTION E Trapezoidal channel PLAN NOTE Diameter of concrete pipe, anile "A" and dimension "8 to be as shown on the peons. CONCRETE PIPE CONNECTION DETAIL ABM OR CONCRETE LINED TRAPEZOIDAL CHANNEL NO SCALE U5 '09-D PI10 ZAW 1 NCT�/ �oQ�pfESS/p� Co a Z CHECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: G CITY OF FONTANA, CALIFORNA SUMMIT HEIGHTS 11 STORM DRAM NPROVENMNT PLANS BEECH AVEl*E . � LATERAL P,F�A* No► 3fa1 40 0 40 80 � = 4 scale feet H 00 17 A Fbreman, Inc. Civil Engineering •Planning •Surveying •Public Works AWN BY: 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 MADS PREPARED UNDER THE SUPERVISION OF: SIGNED BY: MADS is fir 7/6 BY: LES .S •ty . oz 1 "= 40' 10-26-01 113035 3 0 � o _ 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. /QRpFESS/O�\ Z � = No. 31681 Z � �. Exp. 12/31/04 CIVIC1.��Q lF OF CA�F�/ Varies 2" Voris s � 04 bars x=< t evenFy spaced �\\ � around concrete pipe a 12":t O.C.I `'- I" radius ttyp.? Concrete ; e Wo ` ti OWn On a P cna Shope to notch I.D. of pipe Sh.: 44 bar hoop x 12" minimum all :Tr N_ -� around pipe :;,: •';• , �� .� _ bar hoops x XX 04 , 12" \04 ban x C of 2) X12"O.C. Typical channel wall reinforcing Typical trapezoidal channel SECTION E Trapezoidal channel PLAN NOTE Diameter of concrete pipe, anile "A" and dimension "8 to be as shown on the peons. CONCRETE PIPE CONNECTION DETAIL ABM OR CONCRETE LINED TRAPEZOIDAL CHANNEL NO SCALE U5 '09-D PI10 ZAW 1 NCT�/ �oQ�pfESS/p� Co a Z CHECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: G CITY OF FONTANA, CALIFORNA SUMMIT HEIGHTS 11 STORM DRAM NPROVENMNT PLANS BEECH AVEl*E . � LATERAL P,F�A* No► 3fa1 40 0 40 80 � = 4 scale feet H 00 17 A Fbreman, Inc. Civil Engineering •Planning •Surveying •Public Works AWN BY: 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 MADS PREPARED UNDER THE SUPERVISION OF: SIGNED BY: MADS is fir 7/6 BY: LES .S •ty . oz 1 "= 40' 10-26-01 113035 3 0 � o