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Home My WebLink About3900-3IIt ± Cement grout capping at end of pipe SECTION u,�u ■I CL PIPE k 1Qid lengthwise and mortared Iouble course) nside edge of R.C.P. groove or end of pipet IT broken) u trent grout copping Brick & mortar closure. -ELEVATION (MODIFIED) 8111 PIPE CL OSUREw- TYPE 8 (Brick and Mortar) NOTE: � . 1. Type'9i1 closure for "D" not larger than SON �� 36" unless approved or specified by the �LC�CD Engineer. REvlstc 2.See specifications for additional information. A 4-1f4@� #4@6" E. OPE,- 3 Y2" I _ 29 " OPENING _ I 3 %2 " 36" n1 A AI 3 -15M(94) J BARS. 1.4 m (4'-8') LONG. A ROUND TO 75 mm {3.) R 1,2 m OPTIONAL OUTSIDE 75 mn (3'1 OC CONTINUE F DI F OPTIONAL FILLET (4�_O.) EDGE OF ADDITIONAL BARS - D2 r IOM Q 450 mm (`3 CONCRETE 150 mm t6.1 oc To INSIDE � SW CORNER, SEC. 31, T. 1N., R. 5W., BOTH WAYS. TO BE USED (60') OR MORE r- AVHEN D IS 1500 nwn•(60.1 OR MORE EDGE OF MANHOLE A a B BARS I 9 C Nt �'0 STATION SPUR _ _ R _ I D . 125 mm x 50 rlxn (5'x 150 mm (6.1 L BARS +0 H BARS S00 mm Z') PIPE SEAT I ANY STANDARD (3'-0'1 LQ116 3-0 BARS. 75 mm PIPE JOINT N (3') OC CONTINUE PHwonKATEbBARDS 150 mm (60) OC ""I°' °P'A''' B BARS An.►,A V 4-2OW56) E BARS METRIC 322-1 Q SEE NOTE 3 D2 15M 4 450 mm 04 0 1821 IOM Q 450 mm (`3 OC BOTH WAYS. TO BE SECTION G --G OR OC BA SW CORNER, SEC. 31, T. 1N., R. 5W., BOTH WAYS. TO BE USED (60') OR MORE S1811) TIE AVHEN D IS 1500 nwn•(60.1 OR MORE FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE A a B BARS I CONCRETE RINGS PER Nt STD. PLAN 324 M `' m _ _ R _ I D �` 5 STREET GRADE ,,, 125 mm x 25 mm (50 x I'7 i OF SPUR s 9 r�� RING SEAT WITH A MAY, ic 400 mm 1160) FOR PAVED 46 OF 1030 nm F 1i BAR FOR UNPAVED STREETS ooa ISO mm 60) x;'� r t _ VARIABLE TIE BARS P LAN SMANLE AFT TIE BARS BEARINGS FOR THIS MAP. PER STD. (SHAFT NOT SHOWN) PLAN 324 - U 75 3) R STEPS F BARS (mm) 125 MM.a 30 m t5•I12•) l,ETAILe N (RINGS AND COVER NOT SHOWN) SEE NOTE 2 ,r STREET GRADE MANHOLE FRAME AND COYER PER m� STD. PLAN 630 d 1- O BAiiS W • TIE BARS ��F BARS TIE' BARS -a TIE PIPE SEAT i A BARS 125 Ilmn BARS ,,,.rr.� . ELEV. S ELEV. R (5'1 m SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PHwonKATEbBARDS MANHOLE PIPE -TO PIPE ""I°' °P'A''' B BARS An.►,A V LARGE SIDE INLET) METRIC 322-1 1982 BASIS OF BEARINGS: D2 15M 4 450 mm 04 0 1821 SHEET 1 OF 4 OC BOTH WAYS. TO BE SECTION G --G 15M 0 450 mm (+4 0 IS') OC USED WHEN 8 IS 1500 mm SW CORNER, SEC. 31, T. 1N., R. 5W., BOTH WAYS. TO BE USED (60') OR MORE AVHEN D IS 1500 nwn•(60.1 OR MORE FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE SECTION �N-M-P-O CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 324 PAVED STREETS • `' m H BAR �FCAI �` 5 STREET GRADE ,,, 125 mm x 25 mm (50 x I'7 ISO r (6')� C.S.M. AT THE INTERSECTION OF 9 r�� RING SEAT ic 400 mm 1160) FOR PAVED 150 mm (6') STREETS, 650 mm t2'-2' 1i BAR FOR UNPAVED STREETS ooa ISO mm 60) x;'� r t _ VARIABLE TIE BARS E BARS 150 MM ' ' TIE BARS BEARINGS FOR THIS MAP. F p J BARS -ROUNDT4 U 75 3) R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PHwonKATEbBARDS MANHOLE PIPE -TO PIPE ""I°' °P'A''' PUDLIC WORKS3TANDARD� INC., GREENDOOK COMMMEE LARGE SIDE INLET) METRIC 322-1 1982 BASIS OF BEARINGS: D2 REV. 1998 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PU13UC WORKS CONSTRUCTION T. I . A=36" SECTION A -A 6 CONCRETE DROP INLET PER R. C.F. C. D. STANDARD DRAWING N0. CB110 4c SHAFT E 125 mm x 50 mm (5' x24) t: PIPE SEAT iv I �- D BARS D BARS ROUND EDGES 1 I�P TO 75 mm (34) R P 700 I F �}) ELEVATION I STATION I ELEVATION LONGITUDINAL SECTION TABLE OF BAR s1 A F 300 mm11211-9759' 15N 7 0 150 mm 124 0 Q•1 1050 mm 142"-2100 mm {84•) 20M1 7 {a6 4 3• 151W 0 150 mm 05 6• •- • -TI13LE OF VALUES FOR 2 SECTIONPAVED STREET UNPAYEO 8TR T MAX I MIN. MAX IM. -M-P-0 86 mm _ 1060 nen a� -t�•) C 8 1/2.1 4 mm IB• - (IS•y AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARO PLAN 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD PLAN METRIC SHED 2 of 4 MANHOLE FRAME AND TOP ELEVATION NOTED COVER SEE A. P. W.A ON PLANS STD 312-2 w O N 1/4» R N ao 0 N �1 •�. PROTECTION \� BARS DIG�LE � T TOLL FREE �1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT W=36" _I SECTION B -B 1. DEMENSIONS" H= 9" OR AS NOTED ON PLANS low V= SHALL BE SHAWN ON THE PLANS (8' MAIC.) W= SHALL BE 36" OR AS NOTED ON PLANS. T= 6" IF V 1S 4' OR LESS. T= 8" IF V IS 8' OR LESS D= 18" UNLESS OTHERWISE SPECIFIED. A= 35" UNLESS OTHERWISE SPECIFIED. 2. SEE STANDARD DRAWING CB 106 FOR WALL AND FLOOR STEEL REINFORCING 3. STRUCTURAL CONCRETE SHALL BE CLASS "A 4, REINFORCING STEEL SHALL BE NO. 4 DEFORMED BARS. CLEARENCE SHALL BE 1V2" FROM BOTTOM OF SLAB. 5. THE BASIN FLOOR SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH. CURAVTURE OF THE: LIP & SIDEWALLS AT THE SIDE OPENING SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL BE TRIMMED TO FINAL SHAPE & LENGTH BEFORE THE CONCRETE IS POURED. 6. STEPS:�4" PLAN ROUND GALVANIZED STEEL STEPS SHALL BE INSTALLED 16" APART WHEN V EXCEEDS 4'--6". THE TOP STEP SHALL BE 5" BELOW THE TOP SURFACE & SHALL BE 21/Z" CLEAR FROM THE WALL ALL OTHER STEPS SHALL BE 4" CLEAR FROM THE WALL ONLY ONE STEP 12" FROM THE BOTTOM SHALL BE ANCHORED NOT LESS THAN 4" INTO THE WALL OF THE BASIN. 7. PROTECTION BARS ARE PLAIN ROUND STEEL BARS 1" DIAMETER AND SHALL BE INSTALLED WITH ENDS EMBEDDED 6". 8. ALL EXPOSED METAL PARTS SHALL BE GALANIZED. 9. SLOPE BOTTOM TO OUTLET FROM ALL DIRECTIONS. t LATERAL / CONNECTOR PIPE 10MO450 mm (•3 OR •4080) ac ROUND EDGES TO RADIUS G OF APPROXIMATE ID OF LATERAL. MAXIMUM ` 900 inm (36') G �Q A B BARS {6 , P I (, MAIN LINE --� NOTE B 1- I NOTES I. VALUES FOR A. B. C. DI. D2, ELEVATION R AND ELEVATIONS ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/20) FOR PAVED STREETS OR 1060 mm (3'-6*) FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N0. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (480) OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NUTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION -TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION -OF SPUR' MUST SE APPROVED BY THE ENGINEER- 5. NGINEER_5. P SHALL BE 125 mm (•501 FOR D2=2400 mm (960) OR LESS AND 200 mm (80) FOR D2 OVER 2400 mm (96'). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL. BE POURED IN ONE'CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH. 1. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 mm (1501 OC. THE LOWEST STEP SHALL -NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-� 4UATE. MAIN LINE- = 900 mm (360) INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm 02') TO 3600 mm (144") INSIDE DIAMETER= HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION. - SOUTHERN CALIFORNIA CHAPTER TABLE MANHOLE PIPE TO PIPE (LARGE SID•E.INLET) STANDARD PLAN METRIC FOR DIMENSIONS PIPE TO PIPE 340-1 AND BAR SIZES BASIS OF BEARINGS: D2 REV. -SO" USE WITH STANDARD SPECIFICATIONS FOR PUI31JGVVURKS CONSTRUCTION 1= a' SW CORNER, SEC. 31, T. 1N., R. 5W., THE BEARING OF N 89' 56' 48" E FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE s CMI. /q OR ALONG THE CENTERLINE OF BASELINE ORU. m �FCAI Q C.S.M. AT THE INTERSECTION OF AVENUE, AS SHO WN ON TRACT No. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS B BASELINE AVE. AND CITRUS AVE. T ooa A RESULT THEREOF. BEARINGS FOR THIS MAP. (mm) (INCHES) (mm) IiNCHES) 3.00 12 110 4 v p in 375 15 110 4114 480 18 120 4 1/2 525 21 130 5 d ,� a, p - r 600 24 140 51/4 675 27 140 51/2 750 30 166 6 825 33 160 61/4 90D 36 170 blit 975 39 ISO 7 1030 42 190 71/2 u v o ` E N iS rz to 08 r 1125 43 200 7 3/4 1200 48 210 e o �' 1275 51 220 8 1/2 1350 54 230 9 1423 57 240 91/4 1 1500 60 230 91/2 157:5 63 260 10 1630 66 260 10 1/4 r- 1725 69 280 103/4 t 1800 72 280 11 N 'n 1950 78 300 113/4 2100 84 320 121/2 2234 90 340 13 1/4 a o m E o p a E a 2400 96 360 14 d z55o 102 400 15 1/2 2700 108 410 16 : E � 2850 114 420 16 1/2 3000 120 440 17 3150 126 440 17 3300 132 430 171/2 � N 3450 136 450 171/2 3600 144 460 IScia NOTES I. VALUES FOR A. B. C. DI. D2, ELEVATION R AND ELEVATIONS ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/20) FOR PAVED STREETS OR 1060 mm (3'-6*) FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N0. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (480) OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NUTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION -TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION -OF SPUR' MUST SE APPROVED BY THE ENGINEER- 5. NGINEER_5. P SHALL BE 125 mm (•501 FOR D2=2400 mm (960) OR LESS AND 200 mm (80) FOR D2 OVER 2400 mm (96'). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL. BE POURED IN ONE'CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH. 1. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 mm (1501 OC. THE LOWEST STEP SHALL -NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-� 4UATE. MAIN LINE- = 900 mm (360) INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm 02') TO 3600 mm (144") INSIDE DIAMETER= HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION. - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 SHEET 3OF4 MANHOLE PIPE TO PIPE (LARGE SID•E.INLET) N` I TO 75�� )R t,. P J y -0. '-_STATION STATION) NI M ION (+3 OR *"4). SEE NOTE a STATION PT. D BARS �N D BARS IOM (03 OR 943 II ` I I ELEV. ELEV. i I l STA. STA. la�lo4sa mm (•4IM oc, BOTH WAYS. TO BE USED WHEN D2 IS 1500 mm (60") OR MORE LONGITUDINAL SECTION 0 BARS � I 10M 163 - A BARS QR X41 F BARS I 10MO450 mm m Q3sOR # B BARS +� ELEV. R ELEV. S t 15MO430 mm (x401$•) OC. BOTH WAYS, o BE USED WHEN B IS 1500 mm (60") � OR MORE 6, MAIN LINE SECTION N' -NN-Nw PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED 8Y THE TRANSITION STRUCTURE STANDARD PLAN METRIC AUBUC _N9WORM STANDARDSINC„ GREENBOOK COMm>:E PIPE TO PIPE 340-1 1992 BASIS OF BEARINGS: REV. -SO" USE WITH STANDARD SPECIFICATIONS FOR PUI31JGVVURKS CONSTRUCTION 9H[Er 1 OF: 2 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. 15. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC. REDUCER IS SPECIFIED' REFER To STANDARD PLAN 328. . 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN; 324 MANHID E ;SHAFT -WITH ECCENTRIC REDUGER 326 MANHOLE`'HAFT - 900 mm (361) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANMIW PLAN MMIC TRANSITION STRUCTURE PIPE 1"O PIPE MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET 40F4 NOTES 1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 0, SHALL NOT EXCEED 5° 45' . 2. VALUES FOR A. S. C. DI AND D 2 ARE SIJOWN '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 1/20) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL. BARS SHALL BE IOM 0` 450 mm 103 OR 44 0< I8') 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 EARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION :OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN Tkii� 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 S 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 ONLY 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 m (25`1. IF THE COVER EXCEEDS 7.5 m (25') 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.MET AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN •�Q'� � sH6ET-20F2 TRANSITION STRUCTURE PIPE 1"O PIPE 4) Q�pFESS/pay CO RECORD DRAWIN� C 36637 ELEVA TION: 1395.16 � y REV. REVISION DESCR/P nON DATE ENGR. C/TY DATE Prepared Under The Supervision Of : C/ T Y OF FON TA NA CALIFORNIA SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS ' P P s QRS /oN PREPARED IN THE OFFICE OF NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF ��° �N° S s Fti MADOLE AND A SSOCIA TES, INC. S TORM DRA IN IMPRO VEMEN T PLA NS c �� <" 0Z DRAWN BY APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A w s $3 �° m TRACT 16685 SCALE. °' M N 21 �, 760-A S. ROCHESTER AVENUE JA AS SHOWN DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE �y Exp: 9-30-05 ONTARIO, CA 91761 DESIGNED BY DA 7E. N \� PHONE X9091 937-9151 - AS/LP : • � TAILS REVISIONS TO THE PLANS TO BR/NG THEM INTO -� C / V �- MARCH 2005 �o O �F0 CAL�FO� Date -�6-of CHECKED BY.• APP OVE DRAWING NO. CONFORMANCE W/TH CONDITIONS AND STANDARDS /N EFFECT. RCE 621 EXP. 9-30-05AS LP Z 3 z 2 R�Gb�?� ,pRAWINGSP1410 /2291-101 JL'k ASILP ENG/NEER R.C.E. 51152 DATE 3900 5 J:\692-1915\storm\sd03.dwg, 9/15/2005 4:28:39 PM, drench THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN Z BENCH MARK., SITE BENCHMARK BASIS OF BEARINGS: PART, ON THE BASIS OF INFORMATION COMPILED AND A EXP SW CORNER, SEC. 31, T. 1N., R. 5W., THE BEARING OF N 89' 56' 48" E FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE s CMI. /q S B.M- 2" I.P. WITH BRASS CAP, ALONG THE CENTERLINE OF BASELINE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH �FCAI Q C.S.M. AT THE INTERSECTION OF AVENUE, AS SHO WN ON TRACT No. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS BASELINE AVE. AND CITRUS AVE. 12545 WAS USED, AS THE BASIS OF A RESULT THEREOF. BEARINGS FOR THIS MAP. ELEVA TION: 1395.16 � y REV. REVISION DESCR/P nON DATE ENGR. C/TY DATE Prepared Under The Supervision Of : C/ T Y OF FON TA NA CALIFORNIA SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS ' P P s QRS /oN PREPARED IN THE OFFICE OF NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF ��° �N° S s Fti MADOLE AND A SSOCIA TES, INC. S TORM DRA IN IMPRO VEMEN T PLA NS c �� <" 0Z DRAWN BY APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A w s $3 �° m TRACT 16685 SCALE. °' M N 21 �, 760-A S. ROCHESTER AVENUE JA AS SHOWN DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE �y Exp: 9-30-05 ONTARIO, CA 91761 DESIGNED BY DA 7E. N \� PHONE X9091 937-9151 - AS/LP : • � TAILS REVISIONS TO THE PLANS TO BR/NG THEM INTO -� C / V �- MARCH 2005 �o O �F0 CAL�FO� Date -�6-of CHECKED BY.• APP OVE DRAWING NO. CONFORMANCE W/TH CONDITIONS AND STANDARDS /N EFFECT. RCE 621 EXP. 9-30-05AS LP Z 3 z 2 R�Gb�?� ,pRAWINGSP1410 /2291-101 JL'k ASILP ENG/NEER R.C.E. 51152 DATE 3900 5 J:\692-1915\storm\sd03.dwg, 9/15/2005 4:28:39 PM, drench