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HomeMy WebLinkAbout2690A-3i t , E B r 01, ♦" EDGES TO BE ROUNDED Z. A TO TS mm (31 R �+{ At 1` pyo * A -1 \ Y� R=10 OF SPUR t SO troll t61 MIN. 1. tC I f- ALL STEEL REINf. ISO 0 100 to lei • 41 OC 1 �� o:. - DETAIL "Na PLAN B(RINGS AND COVER NOT SHOwNI PAN SEE NOTE 1 (SHAFT NOT SHOWN) r A STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE AND COVER PER PER STD. PLAN 324P25 STD. PLAN 630 law = 23 1.0 sn. OMIT THIS EE RING SEAT tP4.1 IN PAYED STREETS MANHOLE m .1 SHAFT 225 non (9 PER STD. 400 mm 116.1 FOR E w PLAN 324 PAVED STREETS. 0 1DE 900 Incl (3'-O') 650 own t2'-2') o STREETS FOR UN- '^ PAYED STREETS "; I;.SS2 ►mm 123 mm It SO mm (3'x2'1 PIPE SEAT _ T ROUND EDGES • OF INLETS 25 Rf11 (5.1 ROUND EDGES = Mr s ,WW UJ .y N J W m �- io Z r"''�BY"'E r STANDICPLAN raeuc WORKS STANDARDS ENBOOKCOMMITTEE C.. GAEENBOOKCOMMIITEE ,rte + �! MAIN LINE ID'S 825mm 33 OR SMALLER 321 - 1 1992 REV. ton Sksar M 1� + -INLT ELEVATION SECTION C -C SECTION BI -81 �•., . APPLIES AT THIS ,WW UJ .y N J W m �- io Z SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -k ef17 mm ( -10 1/ 1 1060 mm C -C 282 n.h (N•) 217 +•n le 1/2.1 410 mar 416.1 1 380 e.w 115.1 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER r"''�BY"'E MANHOLE PIPE TO PIPE ONE OR BOTH STANDICPLAN raeuc WORKS STANDARDS ENBOOKCOMMITTEE C.. GAEENBOOKCOMMIITEE ,rte + �! MAIN LINE ID'S 825mm 33 OR SMALLER 321 - 1 1992 REV. ton Sksar M 1� + -INLT ELEVATION SECTION C -C SECTION BI -81 �•., . APPLIES AT THIS SP 187* i-` • POINT 4•e4 -a ' I-Sheor Pia SECTION A A -A 81 SECTION E -E tSo• ELEVATION. Ehoof21 STATION LINE 900 11116 43'-0.1 OieiA .2 ■ ••� 200 rare (94 ' R C BOX - re r. •61'9 -"� STEPS far NN •- T 430 mm (18.1 75 aall (39 - II _ I 100 cru (4.1 IL♦2T-200 nrrl (8- I 100 . (4.1 200 MM (8.) 200 " Is, I r OPTIONAL BOTTOM GRADE POINTS.. SEE NOTE S SECTION B -B TABLE OF VALUES FORM (SEE NOTE 11 SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -k ef17 mm ( -10 1/ 1 1060 mm C -C 282 n.h (N•) 217 +•n le 1/2.1 410 mar 416.1 1 380 e.w 115.1 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER r"''�BY"'E MANHOLE PIPE TO PIPE ONE OR BOTH STANDICPLAN raeuc WORKS STANDARDS ENBOOKCOMMITTEE C.. GAEENBOOKCOMMIITEE ,rte + �! MAIN LINE ID'S 825mm 33 OR SMALLER 321 - 1 1992 REV. ton Sksar M SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 46 Z S 1.9 W , X u 2 2 r W a w s «p«s OPENING WIDTH IN FT. NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-61 FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL •N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6') OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 In (4'-0'). BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0•) UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0•) AND 250 mm (101 FOR VALUES OF H OVER 2.4 m (8'-01. 5. 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. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/21 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 200 mm (81. 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (141 TO 375 rnm (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 321Rc 1 SHEET 2OF3 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 825mm 33 OR SMALLER The curves represent reactions at ►he shear pins due to hydrostatic head on the debrrs-obstructed barriers. The height and width of the operungs determines which barrierlsee sheet 3J, numbers 4 2, cr 3 between the curves, or number 4 beyond the curves, is to be used. a 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE; A. MAIN LINE a 825 mm (330) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (361 TO 1050 mm (421 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (364) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (81 THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 190 mm (6.1. C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER Face of Existing - Culvert Wall or Channel Provide 3" clearance or as required for reinforcement bar radii (Typical) Cut pipe flush with face of wall for C.M.P. or A.C.P. pipe Embed R.C.P. pipe - as shown L. Pipe Chomter ail corners, I":L 04.0 White enamel, 14 gage, target -V4"xi" Galvanized plateo+dr bolts with lock washers and double nuts. Peen all exposed threads after fabrication. 6 Punched (6 total) See Detail "A" below (typ.) holes finished to deo., x/16" i0 Gage goly post Concrete collar # 4 bar hoops (Min. 4 hoops) A A r,#4 bars to 18" o.c. Q; (Min.4 bars) NOTE: Information Required On Plate -Bend horizontal 8 vertical wall reinforcement Into concrete collar L Name o owner. ?-Telephone no. and as shown 3.Type of installation with appropriate sign. 4Depth of installation from top of marker. 5/16- 2-7/16" 3/16" G In general, all construction materials A\ and construction methods shall conform 5/32,R I 1 to the Standard Specifications of the I + State of California. ' I s 7A " -0 A-71160 2. "D" means inside diameter of side ���(-15/16" r " drain pipe. 3-1/16" N a DETAIL A SECTION A -A 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (361 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 SIDE DRAIN INSTALLATION DETAIL For Use Wi�th-z-4*1D. Pipe or Smaller Use Special Design For Larger Pipes SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT UNO�RGROUND UT{L1TY AAARKER G1 -- NO SCALE REV131Dn0 aflr. w JE.S. DAME 8-2T-75 _.., Sksar M Ra[ Iso. SECTION BI -81 �•., . j:!•a SP 187* i-` AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN 321R-1 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 825mm 33" OR SMALLER) SHEET 3OF3 is -so M[ra111ChdOff CVMIlrlwrf raeFN •1 1. 9�*T[errJr•�01T C..i•.w•Mht .OapN Wons"ion ILC. a" or it C- A - __- .-� ---__- -P• SM ABOUT � 1 .*-._�---..T-4•-' GENERAL NOTES: onnetNvx$.b.•► --_ • I ►..-. Aw4+•4 /fes skill 4t f�ewefy oM Nrdy 1Ka 1• foci. lea a • + i .-tet{ t•-1`-. o I• ._ t �..• • .• --- �"xMiaes A C e ~* ` I T ++w 1 «;' land - • 1.i . '• = r I Al -t Tha Mew Nn MAat sMY w MM•/ w O. to /nwWo a 09M 61 .rft W Mew ns is •. • : • • • soest i : a ,r. • :�.1Mnp Aw�l•� / A AN skew s sb•II be peened so illi owls after intMh,i•s. M /� DETAIL A; .. • 1i 1� «ince P.`. . -a r- A' • Sheaf 11&3 ; Hleg4 - "• ' , • 1 •.1 rrz'_-►M1 4 The skr-rYww wsr /i" molo id wN be Mwabs4 by Me Oi PAU a 1M G•ssr•cla. wtw 4111 7-1, TN ! ; ~ M sacNeM ; M� �' •a . i : . • a ' i. AN &M-lecb *onaalw boll boost sora► be *0W on We exp (leas of no angles. Nlage Awglss s. 111 bow* swats be Ell(-lacb 4 d1owNa •Mood" s o"iws of 4 robs less eonnateior a4whal•d i 11 it f`omo An& l 11 Hwc. "rW ad Few" AafIN ,• espeasiew boNa,M6 Melt be t�rr*Wmd wNb box ad• M+e asdoft •tush«. of IaMI 3/3i,acb *icer. 1 ; 1 , �! i 1►�1 Zra tiwlwf it .',SECTION AI -AI L Fromo.bfoca,aad hie" oniolso *bag Ms Awa amblex rag J"s hosing is as dwAction M Now for I • j_ MedM.a Mew' i �froei• beth ;nolo "MI wrlata.•aa S�.fi•w 0"1 2. - 1 ka- 11 E 121 Angie* t 1 1 1 I' - N•au le 13. It Tbr•d top of bort{* Pis so, that wale sod lost washers will be +Inch with as Nage saels, ,,T (5*o Nota 13, Sb 3f _ -.^ Bl AI Donago $broad* bYasJ log Md Ince. Mop >In►P !1114 for VW Soars►- �, %erK•fN f 1 oOrdY �' 120 Side11 i ft•- j , - sr •r,i •a,i fL W 1 �l 6ar i i r d• YAtt A 1 adesws of Lrwu W--f�f too kbrKMAP. i 1s•• t+a• Na. +21 •1 •r 1_ 1 Oran 4; I T T 1 = i+ hale+# Mr• a fie + l0. Cnnr all nombis Sssl{d+ awism olllt 4 SW 410 fraferAl/aof Von* (Iliac t. bukwhea. #• • 1 / • ; Aoeiea • ' 1 1� ansa. IL For barriers 3E !lochs* 4101 Im in tsldike" aIW Uiae• Aka bill vim of barrow. -`•ilii*. - 1 I a , Mil{ • !tart sRKbr► . AG P' !3•aY'a� ibasr f4s N--__ A ENA Romer Ytrisbla + _L C4 As#*$ + I2. N ftberdM "Is ""#* It feel. praw4o as "Bloss) bines as the alsrfaflirr of IM ►orrier. 1 i i OETAIL D t t"aa -� �f • , ��-� iw. i R. For ►artwo •.aaadtse 1.i bel lin ►siert. ar w0h.ws IMon Goo" om* Vued al a RNaia.ar. 1' of E Mol •n cohost. DETAIL � � • l I 1 1 "SAaal � �ry al • Oer.i«.. S+ra�► Nw 7 (to" Only)/'o. E ; s•� s►*w M-- •! 14. fha•r fain men rid .ball be sawfsa.doNr two s1w-i•.ra w o.ofty 000, 4"wo; o. • 1 -Franor r * r l • • ;'� _• _�_ Sheet flows f , ' A ' ::� federal i►4.iliutw Bad -44 • l - ��� i i �Ia*•fl i • tie• 1 4•a4•a 8 _ _1. lPts•arllfl TAIL B Shaw i , AA„�- 1 •--� II. leer N Nit J at tore s►salfle4Noss Io• oddNleosl saealrooaels and ado nd weaftwtane J \ Sera► Hs' . tiIt OUTLET BARRIER ELEVATION -1- S.►rlsr Ms. Fru" An0a -Us . _+ • /trpa Afto d Pips Prr _.., Sksar M .... f i �. I SECTION BI -81 �•., . j:!•a INLET BARRIER i-` • I 4•e4 -a ' I-Sheor Pia • a+----��--i--0 `} 81 SECTION E -E tSo• ELEVATION. Ehoof21 t' ` 4 OieiA .2 ■ ••� R C BOX R C PIPE OUTLET re r. •61'9 +�•� _ __ --1 far NN •- OUTLET BARRIER ELEVATION -1- S.►rlsr Ms. Fru" An0a Ike" A ll •a (wear p'•• MIM lin Upper A Low /trpa Afto d Pips Prr Z j:!•a 2 :Z:;• i-` 2 *2� r;' 2 Q •r;• 2 :2;•.�• g 1' I 4•e4 -a ' 2•i% • I : Yrl• V.3'. I ef. • � t' ` 4 OieiA .2 ■ ••� Eo S. 1:T.,{' re r. •61'9 + I�PROTECTtON BARRIER^« Co - SECTION -- +- ALONGIN* Cko �, r • init SAN BERNARDINO COUNTY NOTE: For n"a Sea earr+er�•�b.► SAN BERNARDINO COUNTY DETAIL D Apia I-... �, His" _ _ 'r ;, t SAN BERNARDINO COUNT Note Bvrrier number oho// be soecilisd on project dra»inps. FLOOD CONTROL N T R O L DISTRICT ws. as sb..l s... r« Tiectwrt ' r A m Elfackral Gas" 04"Us of lt-C sow FLOOD CONTROL DISTRICT '' - FLOOD CONTROL DISTRIC REVISION! Own. by DArE conlowae Islet 8arrin soon be /nuh•a/as -R --'-- { •s the Pr•(•cl prowls.•. REVISION( OwN. ar OAl[ _III hoar REY/310NS Ower eT OAK K.J.K. I1-18-85 K.J.K. 11-18-85 t (rime Angle. Aef lesl SECTION Cr -Cl r t?ETAIL C Co K.J.K. 11.18•• 1`i!( too. 1`11.9 NO. ISO• Nile No. It O 12) 1`1L9 NO. r S.P. 101-1 S.P. 101-2 S.P 101-3 t l A f V QFOFEss,��✓q ARECORD DRAWING L • NO. �, The information on this drawing is obtlinld from others anon x:024U3 must be verified in the field by anyone prior to use c. - construction. HALL & FOREMAN, INC. is not responsible fc- s� CNTL- underground facility locations or depictions. All above grol ..OF C ALWF° " � facilities can be readily seen and verified by the parties ti -i3. 'r intand to use sante. ' A' V I J fir D~'^j o . R S 9-0a Fn03 0 coop ?grio � SB Nql Inc. DRAWN BY$�, E.O. Cl) s Z ❑©p Civil Engineering - Planning - Surveying - Public Works DESIGNED BY ` No. 24573 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY * Exp. 12/31 /01 PREP RED UNDER THE SUPERVISION OF: A.G. do R.B. `rq CIV)\. JOB NO. R REVISIONS ENGR SA. DATE CITY DATE �OF CAl-\F� a -4-7f 5195 P APPROV L APPROVAL RICHARD L BOWMAN R.C.E. 24573 DATE: / SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT RCM10t0own. By DAM¢ B.W. 6/4/69 S.P. 204 I. 1 V 0 0 Ln rn 0 1-11 Ln0 It Vi 04 LO Q �w �Q rn� I in 10) Lo SAN o=