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Home My WebLink About2561-3°r ' F DI f A AOPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE MANHOLE FRAME ROUNDED q AND COVER PER D BARS BI a 1 TO 3' R STD. PLAN 630- 3' OC FW - •3 TIE BARR=ID OF SPUR CffCV T4-•6. E BARS R 2'3'-3' LONG. LJSEE NOTE 2 4-•4 H BARS •3 SIE BAR 3•-0' 40NG D BARS 23' OC. iSEE NOTE 9 DETAIL 'N' •4 J BARS 4'-8' (RINGS AND COVER NOT SHOWN) i r LONG N' T F ADD'l. BARS 6 3' OC CO' OC (SEE NOTE II N t TO INSIDE EDGE OF PLAN MANHOLE. SEE NOTE 2 (SHAFT NOT SHOWN) - - ZI c • 'r - o� PIPE SEAT LEVEL. ^ ISEE NOTE 6 r MANHOLE FRAME + LL 3 I/8' STREET AND COVER PERA E BARS MINIMUM GRADE STD. PLON 630 I 3'1 R 24 ; I I D B�4RS MANHOLE SHAFT W81 PER STD. 5'.2' PIPE mP I I2'-4''2'-4• I P o PLAN 324if_y,�_ SEAT 2 BARS F� IE BARS a GRADE �PO?INTS.STEPS -SEE NO4 TIE BARJ BARS SECTION B -B ROUND r --FINISHED GRADE OR h THE SPECIFIED ELEVATION STREETS EDGES PROMULGATED AIWA�AOC '°"` `°°""1W �°"""'� MANHOLE FRAME COLLAR• CLASS C MORTAR AND COVER PER SNEET 1 OF 3 STD. PLAN 630 STD. CONCRETE RINGS. 3'. USE WITH STANDARD SPECIFICATIONS FOR RNIBLIC WORKS CONSTRUCTION 6' OR 16' IN THICKNESS. -1 SEE NOTE 6 T WHEN POSSIBLE USE R ' 2' 4-2 I/2' RINGS I SECTION,. MAX.EMAX. MIN. OR EOUIVALENT SCALE: _MIN. A -A 2'-10 1/2' 34-6' 18' MAXIMUM 24' 6• •4 WIRE CONSTRUCTION DIA. HOOPS SEE RING SECTION QPOFESSIOy� �ZLT� ! fir= FOR JOINT DETAILS AS SHOWN DESIGNED: i -�•2 C01LS. �+ \ 7 REQUIRED `•2 TIE BARS. _ TRACT NO . 15709 4 REQUIRED • N DATE: ' ,k Exp: 3-31-01 7 ECCENTRIC PRECAST JOB NO. CONCRETE CONE SHEET NO. sl''E 1,%a.44 !--/ -9 - VARIABLE LENGTH PRECAST CONCRETE 5 - 6.5- APPROVED l'� G�� /�/rr CNO. 2 5 V 1 SECTIONS. 6' MIN. THICKNESS FOR S E C TIONS J.M MADOLE R.C.E.14814 DATE PLAIN CONCRETE. 4- MIN. THICKNESS CITY ENGINEER R.C.E. 25126 FOR REINFORCED CONCRETET i *P* CITY OF FONTANA BLANK BASE - 21(0,255]PF: 1050 15 27 -Oct -97 06:56 PM / 126-1050-1 36' SPECIAL MH RCP WITH aw&. PAr-- A CIRCULAR CAGE AND IOOOD MINIMUM ANY STANDARD 36' PIPE END DIA. CLASS CIPE MORTART VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT EDGES TO 3'R SPRING LINE VERTICAL SECTION •4018' OC INLET CONCRETE RINGSPER STD. STREET GRADE OF REINFORCED CONCRETE ELEVATINBOTS WArS. APPLIESOAT PLAN 324 /,-5'm I' RING SEAT ECCENTRIC MANHOLE SHAFT WHEN D; VIS w THIS POINT OMIT THIS r H BARS 60. OR OVER 1 STEP IN PAVED z SEE TABLE SECTION A -A - STREETS VARIABLE 5" E BARS ` A M BARS - N' •3 OR •4 6• TIE BARS 16' FOR PAVER F F J BARS STREETS. 2'-2' FOR UNPAVED ROUND h THE MANHOLE PIPE TO PIPE STREETS EDGES PROMULGATED AIWA�AOC '°"` `°°""1W �°"""'� MAIN LINE ID = 36" OR LARGER TO 3'R A SNEET 1 OF 3 r W USE WITH STANDARD SPECIFICATIONS FOR RNIBLIC WORKS CONSTRUCTION SECTION C -C " & SULTANA AVE. P.M.B. r ' TABLE OF VALUES FOR M (SEE NOTE 1) TAVEET STREET D STIR UNPAVED BASIS OF BEARINGS FOR THIS PLAN DRAWN BY: SECTION,. MAX.EMAX. MIN. SCALE: _MIN. A -A 2'-10 1/2' 34-6' C -C 1 11' 8 1/2' 1 16' i 15' CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER h THE MANHOLE PIPE TO PIPE STADARDPLA" PROMULGATED AIWA�AOC '°"` `°°""1W �°"""'� MAIN LINE ID = 36" OR LARGER 320-0 A SNEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR F116LK: WORKS C0IATMRC710N NOTES ' I. ,WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2' FOR PAVED STRZZTS OR 3-6' 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 D, IS 48. 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 DI IS 48' OR -LESS. IN -WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH 'CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THEAFOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS- A. D2=96' OR LESS. L•5'-6'. P•5' Y B. D2 OVER 96'. L=6-0'. P=8'Y 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 6'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 615. GRADE 40, AND SHALL { TERMINATE 11/2' CLEAR OF CONCRETE SURFACES 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 P -LACED 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.,I. , 9. D BARS SHALL BE 04 FOR 02=39' bR LESS. •5 FOR D2=42' TO 84' INCLUSIVE AND •6 FOR D2=90' OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT 1NSIDE,FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. r II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14' TO 15' OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A.- MAIN LINE = 36' INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE + RCP DOWNSTREAM OR MANHOLE IS 36' TO 42- INSIDE DIAMETER AND MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL BE USED. r A AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD FUN 320-0 2M@T2Of3 MANHOLE PIPE TO PIPE MAIN LINE I0=36" OR LARGER ` , r i . 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 30`. 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. a 15. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 1 - 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. r 17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT --WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT,,: REDUCER 630 24-INCH'MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP _ Y 636 POLYPROPYLENE PLASTIC ,STEP r t STANDARD FUN 320-0 SIIEET3DP3 :_ MANHOLE PIPE TO PIPE (MAINLINE I0=36" OR LARGER STANDARDKAN 324-0 324-0 PROWjLJOSIT C` MRAT AT0 BY 1'E � WITH` Jonr cooPERUTIVE cDMMn'rEE 24 -INCH MANHOLE FRAME AND COVER SHEET 1 OF 2 A AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD FUN 320-0 SIIEET3DP3 :_ MANHOLE PIPE TO PIPE (MAINLINE I0=36" OR LARGER II 1/C- NINV> )MALL UL MLINrVM,,LU TH TWO 1/4' ROUND STEEL HOOPS: AND 8' RINGS SHALL BE REINFORCED TH FOUR HOOPS. TIED WITH NO. 14 1UGE WIRE 8' OC )E DIAMETER 24' CROSS SECTION OF REINFORCED CONCRETE RING AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRo6R1LwT®6r TIE APWA-AOC J0M1T `°°FE";,a COMMIT MANHOLE SHAFT WITH ECCENTRIC REDUCER STANDARDKAN 324-0 324-0 PROWjLJOSIT C` MRAT AT0 BY 1'E � WITH` Jonr cooPERUTIVE cDMMn'rEE 24 -INCH MANHOLE FRAME AND COVER SHEET 1 OF 2 USE VM STANDARD SpeCr ATIONB FOR PUSUC WORKS CONSTRUCTION NOTES I. UNLESS OTHERWISE INDICATED THII-S- STRUCTURE SHALL CONFORM TO ASTM C 478 AND ALL CONCRETE SHALL BE PER SSPWC. 2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. 3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT SHALL BE WIPED CLEAN OF EXCESS MORTAR. 4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT- INGS WHERE REQUIRED BY THE PROJECT DRAWINGS SHALL BE IN ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS. 1 5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14' TO 15' OC. 6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 6'. 7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP. 8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 630 24 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 P9LYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLM 324-0 24 -INCH MANHOLE FRAME AND COVER MANHOLE SHAFT WITH ECCENTRIC REDUCER PROWjLJOSIT C` MRAT AT0 BY 1'E � WITH` Jonr cooPERUTIVE cDMMn'rEE 24 -INCH MANHOLE FRAME AND COVER SHEET 2 OF 2 I"± Cement grout capping at end of pipe SECTION • a_a q PIPE k laid lengthwise and mortared r _N' •3 OR •4 y a IB' OC /r B 4 LATERAL / ROUND EDGES TO RADIUS CONNECTORPIPE OF APPROXIMATE ID OF Qy / LATERAL. MAXIMUM 36' A 6 B BARS �1I ROUND EDGES I r M 6' TO 3'R h-- P NOTE 8 TABLE " ,� ii }�►. � QII !!I�� FOR DIMENSIONS 4 MAIN LINE r s AND BAR SIZES 1] ! b ,� � I STATION D2 F '^ N STATION N' M •3 - •4. SEE Y TTP NOTE 4 /1/2•TTP '� OR OR o o u STATION ►T. D BARS " fes- e � a B T PLAN COVER FOR 24" CLEAR OPENING FRAME BOTTOM PLAN OF COVER < � • 0 BARS •3 OR •4 I INCMESI (INCHE51 �'�- �T• 12 4 15 4 1/4 IS 4 1/2 I WA 21 5 0 o ELEY. EL -----SYMMETRICAL ASOUT IL 24 5 1/4 I STA. 51n r01.13 9116- 27 5 I/2 6 ® I2W32' rl 19A2'TY► 30 6t� 3�+19/32'33 6 I/+11 Im. L 36 6 1/211/2' 39 7 8' OC. BOTH 42 7 1/2 WAYS. TO BE USED 5/32• 45 7 3/4 WHEN D2 IS 60' OR 4e e LONGITUDINAL SECTION MORE 1' I 1• V2' RAC FILL2T3,TYP L4' 51 6 1/2 .•"=vfz�1 54 9 0 o A BARS 1.�1 D BARS SECTION A -A •3 OR .4 57 9 1/4 60 9 1/2 " F BARS� LN:5,3e, .See 63 10 '0 d r V6' I 3 ttf 1 VW 66 L 10 1/4 I• • 273/1'- -__ 69 10 3/4 -1 3 3 18' OR OC 4 1- - - 72 u B BARS I ELEV. S ELEV. R I e+ Iz vz 90 13 1/4 396 14v 6' 102 15 2 ~ 4W 1 24' 14 108 16 0 0 •4®18' OC. BOTH WAYS. TO BE -- -- U4 16 1/2 USED WHEN B IS 60' OR MORE n r MAIN LINE yr 120 17 126 17 SECTION N' -N' -N - SECTION THRU FRAME 15217„2 PROJECTED ON M -M -N- 138 t7 DETAIL OF FRAME 144 IS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 630-1 !ABET 2 OF 2 24 -INCH MANHOLE FRAME AND COVER STANDARD PLAN PROWjLJOSIT C` MRAT AT0 BY 1'E � WITH` Jonr cooPERUTIVE cDMMn'rEE 24 -INCH MANHOLE FRAME AND COVER 630-1 1SM USE WITH STANDARD SPECIFICATIONS FOR RNIBLIC WORKS CONSTRUCTION SHEET 1 OF 2 NOTES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A48 CLASS 35B 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. COVERS SHALL BE CAST WITH THE LETTER 'D' FOR STORM DRAINS ANO •S" FOR SEWERS AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER 'D' OR 'S' SHALL BE APPROXIMATELY 219 INCHES HIGH WITH '/3 -INCH LINE WIDTH AND PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER. 4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. 5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS 6. WEIGHT OF FRAME SHALL BE 260 POUNDS. WEIGHT OF COVER SHALL BE 175 POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. 7. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 8. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40.700 POUNDS. 9. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS. PARKWAYS AND ALL OTHER PLACES EXCEPT PAVED STREETS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4 -INCH X 3/4 -INCH STAINLESS STEEL SOCKET SET SCREWS WITH 3/6 -INCH RECESSED HEX HEAD. ALL THREADS SHALL BE N C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 630-1 !ABET 2 OF 2 24 -INCH MANHOLE FRAME AND COVER nside edge of R.C.P. groove or end of pipe ( if broken) ment grout capping Brick 8 mortar closure ELEVATION PIPE CLOSURE - TYPE. "B" (Brick and Mortar) NOTE: L Type "B" closure for "D" not larger than SAN BERNARDINO COUNTY 36" unless approved or specified by the FLOOD CONTROL DISTRICT Engineer. REVISIONS OWN. er DATE 2.See specifications for additional information. C. L. 5-9-63 FILE 010. S. P. 176 A PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN : Ms. MIMI RAYL 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA 91786 PHONE: (909) 985-0971 REVISIONS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER MW PRo1RILOO" 5T THE A -AOC JOINT COOPEMTIVE coMMrnEE TRANSITION STRUCTURE PIPE TO PIP E STANDARD PLAN 340-0 ,622 SPIKE IN NORTH FACE OF SHEET 1 OF 2 USE WITH STANDARD SPECIRCA7KR15 FOR PVSLIC WORKS CONSTRUCTION NOTES I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. e. 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. GRADE 40. AND SHALL TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE •3 OR •4 SPACED 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 81 B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOVN 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 ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25'. IF THE COVER EXCEEDS 25' A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN 340-0 OF BEARINGS: TRANSITION STRUCTURE PIPE TO PIPE O F F O N T A N A, CALIFORNIA SPIKE IN NORTH FACE OF 6NEET 2 of 2 VAS (DATE I APPROVAL 1 -RECORD DRAWING ARD DRAM OMM HAVE BEEN PREPARED. IN PART, ON THE BASIS OF " COMPILED AND FURNMM BY QiHM TME ENGINEER WILL NOT BE RESPON8>OLE FOR ANY I Wro THE ON opt OMISSIONS AS ICIi HAVE BEEN INCOR/OR/►TE A RESULT THEREOF I I BENCH MARK: # 361 BASIS OF BEARINGS: CITY O F F O N T A N A, CALIFORNIA SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING PP #1536697E. @ S.W. COR. OF BASELINE AVE. N 00.08'09' E PER P.M. 1959. & SULTANA AVE. P.M.B. 28/18 WAS USED AS THE ELEVATION: 1365.01 BASIS OF BEARINGS FOR THIS PLAN DRAWN BY: SCALE: CONSTRUCTION PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC • OF THE INLAND EMPIRE QPOFESSIOy� �ZLT� ! fir= . DETAILS AS SHOWN DESIGNED: 1RANCHOCHURCH CUCAMONGA, CATE. 917307 yQ�° bbb� Q No. 14814 m 9 TRACT NO . 15709 CHECKED: DATE: PHONE (909) 948-1311 ,k Exp: 3-31-01 JOB NO. DWG. SHEET NO. sl''E 1,%a.44 !--/ -9 FICA iF°Q�~! 126-1150 APPROVED l'� G�� /�/rr CNO. 2 5 V 1 30F 4. J.M MADOLE R.C.E.14814 DATE CITY ENGINEER R.C.E. 25126 *P* CITY OF FONTANA BLANK BASE - 21(0,255]PF: 1050 15 27 -Oct -97 06:56 PM / 126-1050-1 aw&. PAr--