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HomeMy WebLinkAbout4093-63 -#13M (#4) J BARS,_ • 1.4 m (4'--8") LONG, ,q 75 mm (3") OC CONTINUE F DI F ADDITIONAL BARS Fa. OR T (INCHES) 150 mm (MANHOLEOC O INSIDE r7 EDGE OF ='-/AN < I STATIO 0 125 mm x 50 mm ON 24 .•-2-)-PIPE--6EAT•- - - - •� 3-0 BARS, 75 mm ROUND EDGES (3") OC CONTINUE F F 150 mm (6") OC 750' 30 160 6 4-1910 E BARS 900 36 170 6 1/2 SEE NL� 3 _ OR 0 42 #4 118 06,3 7 1/2 TIE BARS -. 'D O E � A & B BAR CTA'rlr)M II nit, rr N�, --•�- F PLAN SHAFT NOT SHOWN) SECTION G -G ROUND .TO 75. mm (3") R 1.2 m OPTIONAL OPTIONAL FILLET (4'- "} OUTSIDE EDGE OF r r CONCRE,JE.� . C �, C q SPUR 150 mm (6") L, 4-0310 (14) H --�S 3_-0'1) -LONG.-... PIPE JOINT ,� DETAIL N (RINGS AND COVER NOT SH ®OWN) SEE NOTE 2 WE'"'' -R = I D OF SPUR :k NTH A MAX. OF 1050 mm MANHOLE SHAFT PER SPPWC 324 STEPS - 125 mmx50m (5"x24) OMIT THIS STEP IN PAVED STREETS H BAR 150 mm (6"):\� 400 mm (16") FOR PAVED STREETS, 650 mm (2'-2" FOR UNPAVED STREETSr 150 mm (6" TIE BARS ---r . - ,,." STREET GRADE MANHOLE FR, AND COVER F SPPWC 630 m F D BARS -- w TIE BAR! L4 I I �TI E BA! PIPE SEAT ( A BARS ' 125 mm ELS 5 EL R 5 CO B BARS I Ip #13M 0 450 1 im (#4 0 18") �`- OC BOTH Wj i,YS, TO BE #13M 0 450 mm (#4 a 18") OC USED WHEN 3 IS 1500 mm BOTH WAYS, TO BE USED (60") OR M RE WHEN D IS 1500 mm (6011) OR MOR SECTION N--M--P-O CONCRETE RINGS PER SPPWC 324 VALUES POR F 125 mm r=,5 STREET GRADE Fa. OR T (INCHES) 125 mm x 25 mm (5" x1") N 0 1 RING SEAT ='-/AN < 110 150 mm (6") 0 I -(..BAR_ 24 VARIABLE 450 18 120 41/2 E BARS ROUND EDGES TIE BARS F F J BARS 750' 30 160 6 ROUND EDGES TO 900 36 170 6 1/2 75 mm (3") R SECTION C-- C Q LATERAL / CONNECTOR PIPE 1010 a 450 mm 1#3 OR #4 0 18") OC ROUND EDGES TO RADIUS OF APPROXIMATE ID OF G LATERAL. MAXIMUM ` 900 mm (36") A & B BARS --------,;5d m t MAIN. LINE --� N Q STATION STATION POINT 0 B N'v "--STATION M oM (gT3 oR EE N iE 4 D BARS PLAN OR #(11) II I I I EL EL I I STA STA II I II ar.---� - - -_-�- 13M450 mm ( 0 18") OC OTH WAYS, TO tUSED WHEN D 2 IS 1500 mm 60") OR MORE LONGil TUDINAL SECTION D BARS A BARS F BARS 1 P I 1OM0450 mm m#38O OR. R R . t4 B BAR! I C EL S I I� #1310 0 450 mm (64 0 18") OC, BOTH WAYS, TO E USED WHEN8 IS 1500 mm (60") OR LL (IL MAIN LINE SECTION N'--N"-N" IOM OR PROJECTED ON M--M-N"' O STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION__ PROkUl 16 - _ . A7ED BY 111E PUBLIC WORKS STANDARDS INC. TRANSITIONSTANDARD-•PLAN STRUCTUREMETRIC ORH6N800202OMMITTFF I TOPIPE '0- RBv. 1905 _ TABLE FOR DIMENSIONS AND BAR SIZES VALUES POR F D2 OR B (mm) (INCHES) (mm) Fa. OR T (INCHES) m oo�- < N 0 1 v 300 12 110 4 0 0 E In 0 1050 mm 375 15 110 4 1/4 450 18 120 41/2 525 21 130 5 ROUND EDGES 600 24 140 5 1Z4 ~E E r 0 2 675 27 140 51 2 750' 30 160 6 825 33 160 6 1/4 900 36 170 6 1/2 975 39 1 180 7, 275 m 1350 mm 1050 42 190 7 1/2 DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED -. 'D O E � E ,n N 1125 45 200 7 3/4- 1200 48 210 8 .% O 1275 51 220 8 1/2-11 1350 54 230 g 1425 57 240 9 1/4 1500 60 250 9 1 2 E n O rn E, 1575 63 260 10 1650 66 260 10 1 4 1725 69 280 10 3/4 1800 72 280 11 1950 78 300 11 3/4 2100 84' 320 121 2 2250 90 340 13 1/4 Ste` E E in 0 0 F. o inN ; 0° E 2400 96 360 14 2550 102 400 151 2 2700 108 1 410 16 2850 114 420 16 1/2 3000 120 440 17 3150 126 440 17 3300 132 450 17 1 2 3450 136 450 171 2 3600 1 144 1 460 18 STATION STATION POINT 0 B N'v "--STATION M oM (gT3 oR EE N iE 4 D BARS PLAN OR #(11) II I I I EL EL I I STA STA II I II ar.---� - - -_-�- 13M450 mm ( 0 18") OC OTH WAYS, TO tUSED WHEN D 2 IS 1500 mm 60") OR MORE LONGil TUDINAL SECTION D BARS A BARS F BARS 1 P I 1OM0450 mm m#38O OR. R R . t4 B BAR! I C EL S I I� #1310 0 450 mm (64 0 18") OC, BOTH WAYS, TO E USED WHEN8 IS 1500 mm (60") OR LL (IL MAIN LINE SECTION N'--N"-N" IOM OR PROJECTED ON M--M-N"' O STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION__ PROkUl 16 - _ . A7ED BY 111E PUBLIC WORKS STANDARDS INC. TRANSITIONSTANDARD-•PLAN STRUCTUREMETRIC ORH6N800202OMMITTFF I TOPIPE '0- RBv. 1905 _ TASLC �• SHAFT - - VALUES POR F 02 E 125 mm x 50 mm (5" x2") NOTES -- - F E [PIPE SEAT 10 mm mm BARS I. VALUES FOR A, B, C, D 1 D 2 ELEVATION R AND ELEVATION S ARE Q D BARS ISHOWN ON THE PLANS, ELEVATION S APPLIES AT INSIDE 1050 mm (421 WALL 0Fw STRIJCT.U_RE.• - ROUND EDGES 105 mm TO 75 mm (3") R 1700 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS (43-) P mmELEVATIONI I '-'4') THAN 867 mm (2'--10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6") FOR 275 m 1350 mm 5 UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND 8 142) (91 STATION -� I l DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED g mm mm ELEVATION- �` PER SECTION C -C. WHEN DIAMETER D OS 1200 mm (48") OR LESS, CENTER 280 mm OF SHAFT MAY BE LOCATED PER NOTE 3. mm LONGITUDINAL SECTION 275 mm 0 3 4 18 mm 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OF 2 0 mm it STORM DRAIN WHEN DIAMETER D1 IS 1200 mm(48") OR LESS, IN WHICH 8 84 86 10 10 00 m 320 mm m 35 3 mm CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH 0 mm TABLE OF BARS IS CENTERLINE. 2• ORB Adt6 d0 F 120 4 mm 300 mm (1&")-975 m 16 O 1 0 150 mm teO 6 150 mm 112 t mm - 00 mm m o 15m m 6 14. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, 300 mm o mm 9 -3 mM (1jjjjM O o _#19m o is o Wr BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE 1• 2- 3450 mm 3600 mm ENGINEER. 445 mm mm TABLE OF VALUES FORM SEE NOTE 2 5 SECTION A T UNPAVED STREET 5. P SHALL BE 125 mm (5") FOR D2=2400 mm (96") OR LESS AND 200 m (8") 66 MAX MIN �+ax MIN N -M -P- 8 mm 2 -1 1 2 106 m 31-15") FOR D2 OVER 2400 mm (96"). 1725 mm C -C 282 mm 11 217 mm 8 1 2 410 mm 16 38D mm 15 5 0 4 1800 mm 6. REINFORCEMENT SHALL CONFORM TO ASTM A 515M, GRADE 300 (ASTM A 615, 280 mm 11 GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRET 300 mm SURFACES UNLESS OTHERWISE SHOWN. TASLC OF VALUES POR F 02 100 mm 4 F 900 mm(36")-165 10 mm mm 6 1/2 970 mm Q 180 mm 5 m 1050 mm (421 190 mm 7 1/2") 1 25 mm 105 mm 3/4") 1200 mm (43-) 205 mm 8 275 m 1350 mm 5 215 mm 230 mm 8 142) (91 1425 mm 1500 mm 075 mm 60 6 g mm mm 1 9 1 10 8 mm 280 mm 101 4 mm 9 275 mm 0 3 4 18 mm 190 mm 2 0 mm it 1950 mm 2100 rvi m 2250 mm 4 50 2700 mm 8 84 86 10 10 00 m 320 mm m 35 3 mm 11 3/40) 1 1 4 1 15 i B 0 mm 1 mm 2• 3000 mm 120 4 mm 17 150 mm 112 C mm 325 mm 300 mm mm 445 mm 1• 2- 3450 mm 3600 mm 1 1444 445 mm mm IZ 1/21- 23600 1 TA13LE OF VALUES FORT 300 mm (121 AND LAN 100 mm 4 375 mm 5 10 mm 4 1/4') 450 mm M 8 Q 1/2') 5 m 1 PpII4411,3E 70-63 FACES IN7ERSEC710N. WAS USED AS THE BASIS OF BEARINGS 5 60 o m 4 5••1,I .. C/ T Y OF FON TA NA, CALIFORNIA R35m w 0 30 XV tZ)Zil2� � w F 8 m 3 1/41900 m 8 6 i42:) 975 mm 39 80 rnm 71 1050 rnm 42 190 mm 7 i12) 1125 m 45 195 rmn7 3 4 1200 m I N 205 mm B 12 1 21 1 1350 m LP 1 0 m 9 325 mm 15r)235 mm 4 00 240 mm 1/2") 1 5 i0 - 1650 mm 66 mm 0 4 1725 mm 69 5 0 4 1800 mm 280 mm 11 1950 mm 300 mm 11 3/4) 2100 m 84• 320 12 1/2") 2250 mm 335 mm 13 1/41 2400 mm 96 355 m m 1 2650 02 .395 mm 15 1/2")-- 2700 mm 108 4 m 16 850 114 4 mm 1a T T27 mm (120") 430 mm ! 3150 mm 126 4,30 mm -'17' inm (132144 mm 1 2 340m 1 35F, 445 mm 71 13600 mm 144 4 mm 18 7. FLOOR OF MANHOLE SHALL BE STEEL. TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATIOR 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 011' F SHOWN ON TABLE, SHEET 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 SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mrp (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT. I2. THE - FOLLOWING— CRITERIA -SHALL BE USED FOR THIS 'MANHOLE: A. THIS STANDARD PLAN IS USED WHEN SPPWC 320 IS INADEQUATE. MAIN LINE . = 900 mm (36") INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (12") TO 3600 mm (144") INSIDE DIAMETER; lIOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER F• THE MAIN LINE. 6 0 Sl'ANDARO PL --ANS FOR PUBIC WORKs-CON STRUCTiON _ __....... �r©. PI,AK. _ -_- N�� S EO - - -Ik1AI9AADr•'PLAN- - - --- - - - - - -- -- - - _ -A bA l L��I .:PU�31.1� VVORtCS-�ONSTRIJ TION. -- - - MIMIC A 3 2--1Mj H D PIPE TO PIPE 322-1 (LARGE SIDE INLET) SH Dr.2 OF 4 LAROff" SIDE IbILE SHEET 3 OF NOTES 1, THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 6, SHALL N.OT-EXCEED_..5' -45'.. 2. VALUES FOR A, B, C, D1 AND D2 ARE SHOWN ON THE PLANS. EL NpTTIEON O AND ELEVATION S ARE SHOWN WHEN REQUIRED 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 (1 1/2") CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE #10M CSD 450 mm (#3 OR #4 0 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 PLANS. 9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PLANS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE• ENTERS MAIN LI E CROSSING PIPE WALL DIAMETER OF PIPE = D 1) OPTIONAL SIDE OF -�a >- :.Q a, X (SEE NOTE 3) BLANKET (TYP) !S y: • , .a.. CONCRETE BLANKET CLASS(450-C-2000)1 TYP 265-C-14 ` N CONCRETE 1 ( ) Z = Do/2 FOR D > 375 mm (15")) UNDISTURBED EARTH TYP , 150 mm a 3Q� /4 FORD < 375 mm (15") ( ) EXISTING PIPE (6") MIN OUTSIDE OF PIPE BELL CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18"). 2. THE BOTTOM OF mTHEB'CROSSINGMPIPE THE ESSATHAN YBETWEEN THT E CONCRETE SHALLHBE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. X = 0/12 MINIMUM. TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSING PIPE. 4. THE BLANKET • SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m (4') BEYOND THE TRENCH. 5. WHENEVER A PIPE 13ELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL. N OTHER • THAN RADIALLY, ELEVATION S SHALL BE 50 mm (2")) THICK STYROFOAM OR SHOWN ON PLANS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT INVERT SLABARCH OR BOX 150"mt�fi X150„m �--OTHER APPROVED COMPRESSIBLE GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK SECTION (CROSSING CONDUIT) (6) rte„_ `` (g) MATERIAL IN INLET LINE. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLYMINIMUM WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE UNDISTURBED EARTH -/'V 11 CONSTRUCTION OF INLET PIPE. 1 I 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE EXISTING PIPE DESIGNED FOR THE COVER. AND DETAILED ON THE PLANS. OUTSIDE OF PIPE BELL-� COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES: 1 PIPEPANDSITHE BOTTOM OF THE ROSSING CONDUIT (BOX OR ARCH) S LESSETHOAN 45 THE mm (18'). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. STANDARD. PLANS. -FOR .PFJ LIC WORKS CONST UC ION . -'- STANDARD--PLAN-ST I RAN S,1TI Ru E METRic�.: 34Cr""= 4; Im r DIG SLAAAAAAAA E � T TOLL FREE -qqmmPw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - _VE -STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION �PI,1`9t,(d- MARk4 STANOt� ltiC," - BLANKET -PROTECTION FOR PIPES225-1' AND LAN - - - REX-10111USE BENCH MARK.• BASIS OF BEARINGS. - STANDARDS FI q ONS rOR PUBLIC WORKS CONSTR O 1 QF 1 mj 13. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 14, MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT -- 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 17. WHERE A PRESSURE MANHOLE SHAFT 914 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 18. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36") 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 �36") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 0 STAT�1DaRa''PLANS FOR PUSLICC-WORKS -CONSTRUCTION -----sraNDARaPLAN... _._. METP3LC.. _M#tNH-OLE PIPE TO PIPE322-1 RECORD DRAWING ,O oFESS/pay CO .�� �G m CD C 36637 c: rn EXP sTq CIVIC- .r\ THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN Q) PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH' S�L.• p HAVE BEEN INCORPORATED INTO THE -DOCUMENTS AS Z A RESULT THEREOF. 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 FAN E 9 NdfAtil I -A-A I= STANDARDS IN EFFECT. BENCH MARK.• BASIS OF BEARINGS. - THE BENCHMARK IS AT SOUTHWEST CORNER THE BEARING OF N 89'5648" W ALONG Z OF WALNUT & SIERRA AVENUES, 32 FEET SOUTH OF WALNUT AVDVUE, 42 FEET WEST INE CEN7ERUNE OF BASELINE AVDVUE Q OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95, PpII4411,3E 70-63 FACES IN7ERSEC710N. WAS USED AS THE BASIS OF BEARINGS ELEVATION: # 1470.7550 FOR 1NlS MAP. .. C/ T Y OF FON TA NA, CALIFORNIA 17K w �w� XV tZ)Zil2� � w F STORM DRA /N IMPROVEMENT PLANS (#MADOLE 760-A 5. ROCHESTER AVE. DRAWN BY'. TRA T NO" 16383 AND 17460 SC No. 36637 C ONTARIO, 91761 ^ ^ AA l 13. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 14, MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT -- 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 17. WHERE A PRESSURE MANHOLE SHAFT 914 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 18. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36") 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 �36") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 0 STAT�1DaRa''PLANS FOR PUSLICC-WORKS -CONSTRUCTION -----sraNDARaPLAN... _._. METP3LC.. _M#tNH-OLE PIPE TO PIPE322-1 RECORD DRAWING ,O oFESS/pay CO .�� �G m CD C 36637 c: rn EXP sTq CIVIC- .r\ THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN Q) PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH' S�L.• p HAVE BEEN INCORPORATED INTO THE -DOCUMENTS AS Z A RESULT THEREOF. 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 FAN E 9 NdfAtil I -A-A I= STANDARDS IN EFFECT. JA652-1942\storm\sd06.dwa. 8/18/2006 8:53:31 AM. Comelia BENCH MARK.• BASIS OF BEARINGS. - THE BENCHMARK IS AT SOUTHWEST CORNER THE BEARING OF N 89'5648" W ALONG Z OF WALNUT & SIERRA AVENUES, 32 FEET SOUTH OF WALNUT AVDVUE, 42 FEET WEST INE CEN7ERUNE OF BASELINE AVDVUE Q OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95, PpII4411,3E 70-63 FACES IN7ERSEC710N. WAS USED AS THE BASIS OF BEARINGS ELEVATION: # 1470.7550 FOR 1NlS MAP. .. C/ T Y OF FON TA NA, CALIFORNIA 17K Prepared Under The Supervision Of : XV tZ)Zil2� � w F STORM DRA /N IMPROVEMENT PLANS (#MADOLE 760-A 5. ROCHESTER AVE. DRAWN BY'. TRA T NO" 16383 AND 17460 SC No. 36637 C ONTARIO, 91761 ^ ^ AA l As SHOWN 93 909.937.9151 Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com rn DESIGNED KDAATE.• CC, FEB. 2006 I N CHECKED BY APP VED BY.• DRAWING NO. 6 C/ V I\- ��\ F0 CA'li-�4ate RCE 36637 EXP. 6-4048' LP 1 4093 7 C11Y ENG/NE R. C. E. 51152 DA TE WENDELL L. /WA TSURU JA652-1942\storm\sd06.dwa. 8/18/2006 8:53:31 AM. Comelia