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HomeMy WebLinkAbout1126-7I A Note A = When steel forms are used eliminote .ho.ok and use upset end P LAN VIEW A +, ; � 1 I A FRONT ELEVATION Varies to suit dimension Show On Structure 3/4 Round Mild• Steel _ Bar, Bend Hot. LI_L SECTION A—A GALVANIZE AFTER BENDING NCiTE: - THIS DETAIL SHALL BE USED WHEREVER STEPS ARE REQUIRED. PROJECT NO REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND _ __--.-- — - WAT1! CONSERVATION DISTRICT STANDARD DRAWING N0. -. - AP/ROVED B1'' -- — °` ""' ° °'---DROPh�FY,/ ,1� �A'" STEP _ _ • _ ORA"" 1.' �*% Nit/ hGl"ltR R I Iltt SHfIT NO o.rt DRAW%. OA11, o�. STANDARD DRAWING NUMBER MN259 or RIFFI DESCRI►TION AP RIOATE CHICKtO$1• .'� 1 I 1 of \ Concrete \, Cradle l I • • doll Y iA and B bars I I 15 Lo 3" ' \ t J ' W I i v 1 ELE . S Station % I ,a14 : ZI t Ppn / i7 Tis bars was L /le-oc / DO \ 1 1 , Main Line Storm Drain PLAN Pre -cast pipe or reinforced momlilhk vch F -- j Tie *S NO. s Any siXXWd M 1OCO 4 r "'5(x73 1 1 A bars 5►� +_ _ i F barsr. 1 I I We0-- — I 4 P6 , 100(�— - ELEV, S ON Z -Z B bars LUUCR 11 11 `` -- 1 � � . , �. \``` - I� '� err,•! P ^'� R .�' r � f i �• _ T Class A concrete 1kTdEsturbed H_ _ H _� _ E'rf" SECTION T- Z' Z` Projected. on Y -Y -r • TI* bars woa- Ib ac. FOR 8 T " 4 ff -- --! - --�--- - 3T -- antow.wr •• ► • •., rJ?• 6�/_, STANDARD DRAWING NUMISER MH254 OP ---OT SCRIPTION _-�-- APPk,DATF CHrt•rvoi' °ATt T g— T. !0 1� 31' 8 106 16' 54' 9' 114' /0Fly- CIO SECTION M -M ABLE OF VALUES FOR 8 T " 4 ff -- --! - --�--- - 3T -- antow.wr - �T w rJ?• street rode 140#101P tfom OW cow TM blri - F Darf -. - s/4 pair. See std. dwg. MH255 r - ot.el steps I6!0.r_ Concrek rnts e►d r'Ddute+'? • . i--' - , hoMl put rot '•/ face of con(ftie See aid: dwgs, I See std. dwg. MH 257 I MH254-2 and MH259 also `I T - B T note 8. P 1 I wo,4 H bars _ •; t 3'0'bnj SECTION CrG PLAN MR R.0 P "Sand cover not shown) _ , 5'> 2"pipo soot fond D bars , Goncrele riall I 7i♦ bar• Omlt this stop Street1Grado f/-5"y1"rib p 90061M m _ _ r In Paved atroot•r1r (in Min 71 FOr ef ►ors ^ Un e-H/ar • ..; rr• •,.0. ••`'�'Voriable I _/ - A bar$ \-Tie bars " I a• �•j ,r•i- ENrs m ( •. v D bars fund tdpcs a�: ,•, (,VC' Bbars. t h F to3"rodlus F - - - }. v : •'.. • • "• 11.11 r•R �4 0 18"O.O.,bothwoys,to be Used E+- .� r.• r r r ►'• Thbarf P ••�. when Dz is 60"or over. SECTION N-M-P-OY" 3 -No, 4 x 4 --e at 3 ck continue Projected on P-P.O. additional bars 6" /C toinside edge iF - D, — .. ME/e A of structure. DE tA+ILt M p;pe seat � . ' �4 E bits o < °` ~ 0 Build up deck Di msrltlok _ - 1 to provide level plpt stet \ F. D b #r s`�J,`/ t roc E _ Seat for shaft �� whm top 1s not 6d bars S',E 2pgx stat i Lt u ►s• 1 W5 I b�3 F bard 1 1 F I 1 1 /PD-u7.A.. ro . I W5 `' 3'W -us I 1 _ A and B 1 ( /� `PJI 1 1 _ _�__ _ ��• ,M, I Na4 bars of 18" c/G both ways I To be used when D2 is 60 or over. LONGITUDINAL SECTION PLAN (Shaft not shown) *Use D2 or DI ,whichever is greater ,or 8. TABLE OF BAR SIZES HE VISIONS RIYERSIDI COUNTY FLOOD CONTROL A N D WATER CONSERVATION DISTRICT JUNCTION STRUCTURE _ N 0. 2 STANDARD DRAWING NUMBER JS227 SHEET 1 OF 2 PROJECT NO. -------- DRAWING NQ SHEET N0� or -------- -- -- --- - --_-' -^-- '- - --- -------- - REF - 1)(SCRIPTI.ON� -- - IAPPR - - - 1--- DATE - --�--- AVPHIIVED By l 111117 H1rr r.GrntEA r 6111 DAtt�o_'t =71 — -- antow.wr c"t,c.Io °r• street rode 140#101P tfom OW cow TM blri - F Darf -. - s/4 pair. See std. dwg. MH255 r - ot.el steps I6!0.r_ Concrek rnts e►d r'Ddute+'? • . i--' - , hoMl put rot '•/ face of con(ftie See aid: dwgs, I See std. dwg. MH 257 I MH254-2 and MH259 also `I T - B T note 8. P 1 I wo,4 H bars _ •; t 3'0'bnj SECTION CrG PLAN MR R.0 P "Sand cover not shown) _ , 5'> 2"pipo soot fond D bars , Goncrele riall I 7i♦ bar• Omlt this stop Street1Grado f/-5"y1"rib p 90061M m _ _ r In Paved atroot•r1r (in Min 71 FOr ef ►ors ^ Un e-H/ar • ..; rr• •,.0. ••`'�'Voriable I _/ - A bar$ \-Tie bars " I a• �•j ,r•i- ENrs m ( •. v D bars fund tdpcs a�: ,•, (,VC' Bbars. t h F to3"rodlus F - - - }. v : •'.. • • "• 11.11 r•R �4 0 18"O.O.,bothwoys,to be Used E+- .� r.• r r r ►'• Thbarf P ••�. when Dz is 60"or over. SECTION N-M-P-OY" 3 -No, 4 x 4 --e at 3 ck continue Projected on P-P.O. additional bars 6" /C toinside edge iF - D, — .. ME/e A of structure. DE tA+ILt M p;pe seat � . ' �4 E bits o < °` ~ 0 Build up deck Di msrltlok _ - 1 to provide level plpt stet \ F. D b #r s`�J,`/ t roc E _ Seat for shaft �� whm top 1s not 6d bars S',E 2pgx stat i Lt u ►s• 1 W5 I b�3 F bard 1 1 F I 1 1 /PD-u7.A.. ro . I W5 `' 3'W -us I 1 _ A and B 1 ( /� `PJI 1 1 _ _�__ _ ��• ,M, I Na4 bars of 18" c/G both ways I To be used when D2 is 60 or over. LONGITUDINAL SECTION PLAN (Shaft not shown) *Use D2 or DI ,whichever is greater ,or 8. TABLE OF BAR SIZES D2,D1 or B A 818 bars D 81 F bard •12"-39" No.5 of 311 No 4 ot6'1 42A 8 411 N0.6 a t 3" No. S of 6" 90" 144" 1 No.7at.3 No,6at6 NOTES I - VALUES for A.B.C. D,, D,, ,Elevation Rand Elevalion S are shown on the mprovement plan TABLE of values for F and T hereon 2 - LATERALS: If laterals enter on both sides of manhole. access shaft shall be located on side receiving the smaaer laleral 3 - CENTER OF MANHOLE SHAFT shall be located over center line of main storm drain when Di, is 48'or Itss.in Which case place 8 E bars symmetrically around shaft at 451. with center line 4 - LENGTH L may be Increased at option of Contractor to meet pipe ends,but any change In. location of spur must be approved by the Engineer. 5 - DETAIL M When depth of manhole from street grade to top of box is less than 2'-10�' for paved strrets or 3 `6' for unpaved streets, construct monolithic shaft as per Detail M The Contractor shall hate the option of constructing shaft as per Dela►I M fpr any depth of manhole. When diameter DI is 48'or less, center of shaft shall be located as per Note 3 6 - REINFORCING STEEL shall be round, de f ormed, straight bars,lj"clear from inside face unless otherwise shown. Tie bars shall beNo4and spaced Won centers or closer. 7 s CONCRETE -shall be class A 8 _ STEPS shall be f round. galvanized steel and anchored not less than 6 rxhes In the walls of structure Unless otherwise shown the spacing shall be 16 on centers The lowest step shall be not we than 2 feet above the Invert 9 RINGS, REDUCER, AND PIPE for access shaft shall be seated in cement mortar and neally pointed or wiped Inside shaft. 10- FLOOR of manhole shall be steel troweled to springing line 11 - BODY of nanhole,Inc ludfrig spur, shall be poured in one continuous operation, except that the Contractor shall hate Ike option of placing at the springing line d construction )oinl with longitudinal ktyway. Use D2 or Dl ,whichever is TABLE OF VALUES FOR F AND T rooter or B. XD2 DI F B T 8 T g I 12 _ 4" 12" 4" " II 3/4 15 41/4" _ 15»' 41/4 _8412 I_/2" 18' _ 41/2" 18 4 1/2" —_ 0 13_ --� _ 1 14" 4" - If D2 15 1/2" ,DI or 8 falls between tabulated ^-2', _ values then Use the next highest z4" 51/4" z4" 51/4" 142~ _ 27" 51 2" 27» 51/2" 108" 16" value to determine F or T. 30" 6" so" 6" 114" 162» 33" 61/4" 33" 61/4" 120017" 36" 61/2» 36" 61/2" l26 — � 17" 7" 39 7 132" 42" 71/2" 42" 71/2" 138" 171 45 7 3/4" 45" 7 3/4". 144" la" 48" 8" 48" .8" 51 8 Ile 51" a 1/2" 54" 9" 54" - 9. 57" 91/4" 57 91/4' 60 91/2" 60 91/2" 63 10 63" 10 66" 101/4" 66" 101/4" 69" 10 3/4" 69" 10 3/4" 72" 11" 78" 11 3/4' 840 12 1/2' 90" 131/4" 96" 14" 102" 15 112 108 16 1144 161/2" 120 17 126» 17 132 17 Ile 13 a" 171/2" 144 18" 1 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO. 19 72- AND -- WATER CONSERVATION DISTRICT MANHOLE NO. 4 DRAwItG 40 r RR en a,4C--tAo-lt -tiz 3•t'tz APPROVED eY d 30" 01ti1.16to r. G 1 MVI "W"i1RA1 tut STANDARD DRAWING NUMBER MH254 SHE Er ►rTo.� Of Dnrt0RRw" Dail +�1T7L_ SHEET 20F 2 Rf►, DESCRIPTION A►►RIDAT[ C"ICKID °r• ?e�• ?r ' . -xSee /1/o a -wj- l 6d'/{ 3 66D/I /sf" SECTION OF COVER SECTION OF FRAME SEE NOTE 6�pa0007 Se -e Able *,r ------ Oulu/ O O000Cp��0000� � o p oo poo qo \-J oQ foo oGoo 000 0 ooOQp D- oUclOn A A , 0oa c �n�Onnn-Cco _-- s 9 TOP. PLAN OF COVER 15PLAN OF FRAME' WEIGHT -262 L65, WEIGHT- 196. LBS. A40chine finish• � , �• 4!3•� .Sete note 3 ?1 T. rb JP ac finish. Hold `1 °~ I r 2�' '• MI- note 3 SECTION B•B BOTTOM PLAN .���`Q`UIDO�/� SECTION A•A OF COVERI V c �Q t D Note:surfoce of leflerSho/l QID 4e rash with finahed surfoce of core/ DETAILS OF LETTER NOTES l. The Manhole frame and Cowr shall be /wog ? of9roy au/ iron conforming to the JoteSt AS TM. S-tondord 4 48, class 30 or better. 2 All porls of the Manhole frame and Cover except machined . surfoces shall be (voted with ospholtum point 3 The Monhole Arafre and Cover slvll t>e tested for occurocy of fit and shall be marked in sets before de&ery. The Cover shall Fit the fr7orix snug/y but not tiyhl /y. 4. The weigh is of the frame and Cover. shall not Very more Mon two percent from those giber► ' hereon. S. Cover) /i,• manholes /Oco/eaf 14, r�g�1 of way, eas4?!me17/s, o/%ys, ,oa4w ys a, -x/ o// olherP/oces exceo/,vo;ed s/1 -eels aha// be ro oxialed with o/%n socke/ s -e/ scrsw 10,41ny The Cor?1rr7c/or sho// demi// aid /oro Iwo ho/es /o ac%+rh o/ /-a/ 90' fo �I�rck 1701'rde;,01 3'4' o/%ry soC•c'e/ as/ .rc,-eAV5- Mwrw,,r7. 6 Cost Letters R.C.fC. 8 W C. D. R[ VISIONS RIVIRSIOE CCUNfY FLOOD CONTROL PROJECT NO AND ---- --- -- - WATER CONSIRVATION DISTRICT MANHOLE FRAME a COVER— ---- -- -- A►PRUVEO BY' DRAWING NOL� O[vcnr0 1•. A --- - _.�. �--�.� _-� OR,r„ .Y• � _IS_h•^i••--- NON -ROCKING tHit, (Ncl"IIA R I 1111 SHAT No. .-_ wit OR4-W%, R(►" DI SCRI/TION A►PRJ DA(E c"E<aro L• °Art -�-�--? - STANDARD DRAWING NUMBER MH 255 or NOTES f 01f I • TA CIL f of vogues tai' "f* b rr on tt71s p,7. ' -' - " r - 'A"t - - - °-Q•- Z - C£NTER of M,4NH0Lt' S11Af T stholl be locoted over centerline ol'stornl ,• Cdges to be rounded droln 1v11eJ1 dlonletvr 0, 1,1 48'ol,lo35, in which co.3e place f- bons Byrn• .� �� g, q1, i- to 3"Radiu3 - - -'-�'•• -Opionol out5do mCNt•1cu11 around3hoftat45°withcenror•llrAcandonit.JGori foce of concrrte I ' F T _ 3 • Df.TAIL & )Yheii depth ofmontmole Room strret glade to top of bar 3 3 l '•• -- �P 1 1 • 94, N bora t3 less than ?'-/0�'lbrpoved.Wvel cv'3`6"forunpr7ved ,street,corWrtnt A 4 \ V.1 .I I�drus • I o of,Spur s or 1 - 1 I' - 3'•0' long motloh lhlc 3hafY os per Oetoil Al Shof t fGv' on y dep th of nvntule mo y A �,• :�(' °':' • r,�, 0 rnaximdm I - be constructed as er Defoil M. Whea dlometer A 15 40'cv- less,corller• _ �L ' " •.a' -*4JUors 4•B'lony,3b.c �-- - --� p D born ,f sho O moy be loco ted os per note 2 3 »a c , j �. I it ContCodd /• bars 4. • THICKMCM Of DECK .51 11 voi •y wen necessory to prornde level pi c oyof, 6 o.c. to inside edge PLAN butsholl not t o legs than tobulor volues for f shown on this plop Tie bor. I ` - �= " " 4 I - -- -t of manhole (Rin9s and cover not shown) 5 • REINFORCING STEEL to be round, deformed bars, ! //2"cleor from Inside foce ho bar of concrete unless shown otherwise.' 8 51reet9rode • Concrete rirX�s Omit thlsstep c-•5_ fl' Rin seot tibF a 6. STEPS shod be �a'rowtd,gol►ron7zedsfeel a7d anchorednot /c 3.7 1n ported sirpets •,, , for Sed strreh I' 8 ltron 4 inCho5 in the iM/15 of structure Unless ofherwi3e Shown �._..-__ P A l� n bar • ?" Far unPoved sirs , t6', 1J' , the sp•ocirx shall be 16. The lowest step shall not be more than .0'obovc, the ir7verf Sae SIJ owg MH259.(Sholi,not slowr,) 16'tar paved stnmh Manholefron7eorxtl Z'foru�vedstree ts� } �c "'''""' Variable 7• RINGS,WCOUCCRANOPIPE for occessshol'tslbllbese+olcdrnmorlar Street geode•, : • •' L`T'- �••'`•'t• r • f bots and nootly pointed or w1ped inside the 5hoft OVeI;(Seo S/d,ORr�.AINYS,f1 {- 6 t•-� Jerre '6- 5TAVON5 of 77oriholei,5hown oil lonoppl�yyotcenter'of' Iiaf`l 4.4 Ga/✓steel', - Ccrcrrte rings and �' ^ a: �rRound • ' De vo tions show/) o t.5 to tions ne t er to pro7orxyed tater! gr tx1C IineJ .3tpo3 •---•-- Z ! / duC�'I;tse•ste.ow9.MNPJ11 �. f '. _ 'f 9 - FLOOR ofmonhclesho//beSleel-' troweled to sprtn9rng 11ne See Sld. O»•9 X3.0,- ; �,. Minimum 2'•10 with Na edges'0.800Yofmon1io1e st)a11 be poured in one cotitrnuovs operation. MH 259 except thoto constnuchoodoint w/tho 1on911`udtnol keywoymoy ;' a •, � povl:d,5treets 1 �• 9 be placed of the s rin in line • I Mini' mum 3'•6"with • p 5,;?'Ape Spot., , Z" 1 unpaved streets. !1 • LCNGTH L AND CMQfO LENT P shall hO1`0 the fallowing tin/ue3 �• G -�- .�5ee Note J. DETAIL M unless olherwlse shown on plan •'', = E bars for Oe •96'or le95, L r5'6', P•5' e r 'Round ' ' ' �' Tie bar (see Note 3) De over' 96', 1-6`0 P•0' a L " ede3 w 9 ' • bars L moy be increased or loco 1 br7 of monhole 5hi f ted to meet pipe ends � 1a F . � J •, 1 'R' • _ _ Springing line • - • Inlet elevation • applies of th13 point 1.r'--�• �*� 114,181oc both me,�a,to be used when V., i3 SECTION A- A 60"orover, • AM.seotlevel E bar.,.. , See No N. 4 1 • E- I , •..D b r.�.•` 1 TABLE OF VALUES FOR'F" REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT MANHOLE NO, 4 PROJ(CT NO --- - -- --- ()RAWING NO- 76' ��,���ro •,_�___— D..." /Y: APFH(N[D BY _� 11111 misivo.Ii-v. ivorer'-__-_--^_��na-i7..w 9' SM(ET NO 4' r2 rJ?• 6�/_, STANDARD DRAWING NUMISER MH254 OP ---OT SCRIPTION _-�-- APPk,DATF CHrt•rvoi' °ATt SHEET I OF 2 413. NOTES I - VALUES for A.B.C. D,, D,, ,Elevation Rand Elevalion S are shown on the mprovement plan TABLE of values for F and T hereon 2 - LATERALS: If laterals enter on both sides of manhole. access shaft shall be located on side receiving the smaaer laleral 3 - CENTER OF MANHOLE SHAFT shall be located over center line of main storm drain when Di, is 48'or Itss.in Which case place 8 E bars symmetrically around shaft at 451. with center line 4 - LENGTH L may be Increased at option of Contractor to meet pipe ends,but any change In. location of spur must be approved by the Engineer. 5 - DETAIL M When depth of manhole from street grade to top of box is less than 2'-10�' for paved strrets or 3 `6' for unpaved streets, construct monolithic shaft as per Detail M The Contractor shall hate the option of constructing shaft as per Dela►I M fpr any depth of manhole. When diameter DI is 48'or less, center of shaft shall be located as per Note 3 6 - REINFORCING STEEL shall be round, de f ormed, straight bars,lj"clear from inside face unless otherwise shown. Tie bars shall beNo4and spaced Won centers or closer. 7 s CONCRETE -shall be class A 8 _ STEPS shall be f round. galvanized steel and anchored not less than 6 rxhes In the walls of structure Unless otherwise shown the spacing shall be 16 on centers The lowest step shall be not we than 2 feet above the Invert 9 RINGS, REDUCER, AND PIPE for access shaft shall be seated in cement mortar and neally pointed or wiped Inside shaft. 10- FLOOR of manhole shall be steel troweled to springing line 11 - BODY of nanhole,Inc ludfrig spur, shall be poured in one continuous operation, except that the Contractor shall hate Ike option of placing at the springing line d construction )oinl with longitudinal ktyway. Use D2 or Dl ,whichever is TABLE OF VALUES FOR F AND T rooter or B. XD2 DI F B T 8 T g I 12 _ 4" 12" 4" " II 3/4 15 41/4" _ 15»' 41/4 _8412 I_/2" 18' _ 41/2" 18 4 1/2" —_ 0 13_ --� _ 1 14" 4" - If D2 15 1/2" ,DI or 8 falls between tabulated ^-2', _ values then Use the next highest z4" 51/4" z4" 51/4" 142~ _ 27" 51 2" 27» 51/2" 108" 16" value to determine F or T. 30" 6" so" 6" 114" 162» 33" 61/4" 33" 61/4" 120017" 36" 61/2» 36" 61/2" l26 — � 17" 7" 39 7 132" 42" 71/2" 42" 71/2" 138" 171 45 7 3/4" 45" 7 3/4". 144" la" 48" 8" 48" .8" 51 8 Ile 51" a 1/2" 54" 9" 54" - 9. 57" 91/4" 57 91/4' 60 91/2" 60 91/2" 63 10 63" 10 66" 101/4" 66" 101/4" 69" 10 3/4" 69" 10 3/4" 72" 11" 78" 11 3/4' 840 12 1/2' 90" 131/4" 96" 14" 102" 15 112 108 16 1144 161/2" 120 17 126» 17 132 17 Ile 13 a" 171/2" 144 18" 1 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO. 19 72- AND -- WATER CONSERVATION DISTRICT MANHOLE NO. 4 DRAwItG 40 r RR en a,4C--tAo-lt -tiz 3•t'tz APPROVED eY d 30" 01ti1.16to r. G 1 MVI "W"i1RA1 tut STANDARD DRAWING NUMBER MH254 SHE Er ►rTo.� Of Dnrt0RRw" Dail +�1T7L_ SHEET 20F 2 Rf►, DESCRIPTION A►►RIDAT[ C"ICKID °r• ?e�• ?r ' . -xSee /1/o a -wj- l 6d'/{ 3 66D/I /sf" SECTION OF COVER SECTION OF FRAME SEE NOTE 6�pa0007 Se -e Able *,r ------ Oulu/ O O000Cp��0000� � o p oo poo qo \-J oQ foo oGoo 000 0 ooOQp D- oUclOn A A , 0oa c �n�Onnn-Cco _-- s 9 TOP. PLAN OF COVER 15PLAN OF FRAME' WEIGHT -262 L65, WEIGHT- 196. LBS. A40chine finish• � , �• 4!3•� .Sete note 3 ?1 T. rb JP ac finish. Hold `1 °~ I r 2�' '• MI- note 3 SECTION B•B BOTTOM PLAN .���`Q`UIDO�/� SECTION A•A OF COVERI V c �Q t D Note:surfoce of leflerSho/l QID 4e rash with finahed surfoce of core/ DETAILS OF LETTER NOTES l. The Manhole frame and Cowr shall be /wog ? of9roy au/ iron conforming to the JoteSt AS TM. S-tondord 4 48, class 30 or better. 2 All porls of the Manhole frame and Cover except machined . surfoces shall be (voted with ospholtum point 3 The Monhole Arafre and Cover slvll t>e tested for occurocy of fit and shall be marked in sets before de&ery. The Cover shall Fit the fr7orix snug/y but not tiyhl /y. 4. The weigh is of the frame and Cover. shall not Very more Mon two percent from those giber► ' hereon. S. Cover) /i,• manholes /Oco/eaf 14, r�g�1 of way, eas4?!me17/s, o/%ys, ,oa4w ys a, -x/ o// olherP/oces exceo/,vo;ed s/1 -eels aha// be ro oxialed with o/%n socke/ s -e/ scrsw 10,41ny The Cor?1rr7c/or sho// demi// aid /oro Iwo ho/es /o ac%+rh o/ /-a/ 90' fo �I�rck 1701'rde;,01 3'4' o/%ry soC•c'e/ as/ .rc,-eAV5- Mwrw,,r7. 6 Cost Letters R.C.fC. 8 W C. D. R[ VISIONS RIVIRSIOE CCUNfY FLOOD CONTROL PROJECT NO AND ---- --- -- - WATER CONSIRVATION DISTRICT MANHOLE FRAME a COVER— ---- -- -- A►PRUVEO BY' DRAWING NOL� O[vcnr0 1•. A --- - _.�. �--�.� _-� OR,r„ .Y• � _IS_h•^i••--- NON -ROCKING tHit, (Ncl"IIA R I 1111 SHAT No. .-_ wit OR4-W%, R(►" DI SCRI/TION A►PRJ DA(E c"E<aro L• °Art -�-�--? - STANDARD DRAWING NUMBER MH 255 or NOTES f 01f I • TA CIL f of vogues tai' "f* b rr on tt71s p,7. ' -' - " r - 'A"t - - - °-Q•- Z - C£NTER of M,4NH0Lt' S11Af T stholl be locoted over centerline ol'stornl ,• Cdges to be rounded droln 1v11eJ1 dlonletvr 0, 1,1 48'ol,lo35, in which co.3e place f- bons Byrn• .� �� g, q1, i- to 3"Radiu3 - - -'-�'•• -Opionol out5do mCNt•1cu11 around3hoftat45°withcenror•llrAcandonit.JGori foce of concrrte I ' F T _ 3 • Df.TAIL & )Yheii depth ofmontmole Room strret glade to top of bar 3 3 l '•• -- �P 1 1 • 94, N bora t3 less than ?'-/0�'lbrpoved.Wvel cv'3`6"forunpr7ved ,street,corWrtnt A 4 \ V.1 .I I�drus • I o of,Spur s or 1 - 1 I' - 3'•0' long motloh lhlc 3hafY os per Oetoil Al Shof t fGv' on y dep th of nvntule mo y A �,• :�(' °':' • r,�, 0 rnaximdm I - be constructed as er Defoil M. Whea dlometer A 15 40'cv- less,corller• _ �L ' " •.a' -*4JUors 4•B'lony,3b.c �-- - --� p D born ,f sho O moy be loco ted os per note 2 3 »a c , j �. I it ContCodd /• bars 4. • THICKMCM Of DECK .51 11 voi •y wen necessory to prornde level pi c oyof, 6 o.c. to inside edge PLAN butsholl not t o legs than tobulor volues for f shown on this plop Tie bor. I ` - �= " " 4 I - -- -t of manhole (Rin9s and cover not shown) 5 • REINFORCING STEEL to be round, deformed bars, ! //2"cleor from Inside foce ho bar of concrete unless shown otherwise.' 8 51reet9rode • Concrete rirX�s Omit thlsstep c-•5_ fl' Rin seot tibF a 6. STEPS shod be �a'rowtd,gol►ron7zedsfeel a7d anchorednot /c 3.7 1n ported sirpets •,, , for Sed strreh I' 8 ltron 4 inCho5 in the iM/15 of structure Unless ofherwi3e Shown �._..-__ P A l� n bar • ?" Far unPoved sirs , t6', 1J' , the sp•ocirx shall be 16. The lowest step shall not be more than .0'obovc, the ir7verf Sae SIJ owg MH259.(Sholi,not slowr,) 16'tar paved stnmh Manholefron7eorxtl Z'foru�vedstree ts� } �c "'''""' Variable 7• RINGS,WCOUCCRANOPIPE for occessshol'tslbllbese+olcdrnmorlar Street geode•, : • •' L`T'- �••'`•'t• r • f bots and nootly pointed or w1ped inside the 5hoft OVeI;(Seo S/d,ORr�.AINYS,f1 {- 6 t•-� Jerre '6- 5TAVON5 of 77oriholei,5hown oil lonoppl�yyotcenter'of' Iiaf`l 4.4 Ga/✓steel', - Ccrcrrte rings and �' ^ a: �rRound • ' De vo tions show/) o t.5 to tions ne t er to pro7orxyed tater! gr tx1C IineJ .3tpo3 •---•-- Z ! / duC�'I;tse•ste.ow9.MNPJ11 �. f '. _ 'f 9 - FLOOR ofmonhclesho//beSleel-' troweled to sprtn9rng 11ne See Sld. O»•9 X3.0,- ; �,. Minimum 2'•10 with Na edges'0.800Yofmon1io1e st)a11 be poured in one cotitrnuovs operation. MH 259 except thoto constnuchoodoint w/tho 1on911`udtnol keywoymoy ;' a •, � povl:d,5treets 1 �• 9 be placed of the s rin in line • I Mini' mum 3'•6"with • p 5,;?'Ape Spot., , Z" 1 unpaved streets. !1 • LCNGTH L AND CMQfO LENT P shall hO1`0 the fallowing tin/ue3 �• G -�- .�5ee Note J. DETAIL M unless olherwlse shown on plan •'', = E bars for Oe •96'or le95, L r5'6', P•5' e r 'Round ' ' ' �' Tie bar (see Note 3) De over' 96', 1-6`0 P•0' a L " ede3 w 9 ' • bars L moy be increased or loco 1 br7 of monhole 5hi f ted to meet pipe ends � 1a F . � J •, 1 'R' • _ _ Springing line • - • Inlet elevation • applies of th13 point 1.r'--�• �*� 114,181oc both me,�a,to be used when V., i3 SECTION A- A 60"orover, • AM.seotlevel E bar.,.. , See No N. 4 1 • E- I , •..D b r.�.•` 1 TABLE OF VALUES FOR'F" *D2011 F *D D1. F 76' 7�1 11 9' 7- 4' r2 rJ?• JDI 1.l 45' 7 96' 14' 413. !0 1� 31' 8 106 16' 54' 9' 114' /0Fly- CIO 9 W, 17' 63' IQ' w'. I7 9'1 4 4' d . c When C greoter thou that shown otx,ie is spocificd, 0 born 51 of to continued 6"o.c IZ• D BARS 5ho// be 114 ror Ot •39'or lP55, •5 for Or ' 4?" to 06 inclusive and v 6 for 01.90'orover' Tie bor,5 sho 11 be 13 born 13- STRUCTURAL CONCRETE shop be Class- Q . ©14-Centcrllneof1rlletpIX to intersectiaside.Ax eofcorieotsprir9/(9 line unless othcr'wise Shcwn 0 /5. Where -Pressure Monhoke hb.?1s spac11/ed ovi D101•,; see S/d Owp MH 258 and note 3 Use 02 or DI ,whichever Is I ; tr Vii- Greater. i - - - - - Grpde porn is See Note 8 REYISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO i SECTION B - B _ _ Iv -1z- AND 4i_ e4BOlo..!!QT'�- % _r/ r4 WATER CONSERVATION DISTRICT DRAWING NO• ry ofslohfo APPROVED BT. MANHOLE N O, 2 N �� UC•II[1'/t�clnt[AR[ o U11 SHEET NO --•-- -- oATI 5?.^�".?__- STANDARD DRAWING NUMBER M.H252 or REf DESCRIPTION ,APPRjOAT( Ci•rC.ID rI REV. DATE DE SCR r1110N RIVERSIDE COUNTY FLOOD CONTROL - AND WATER CONSERVATION DISTRICT District Maintained Flood Control and Drainage Facilities Approved by ; CHIEF ENGINEER R.E. No, 12400 DATE f "WlfG� �1'-P.yffr71Lol C[x1—R-jF 9-" fflLJF RIVERSIDE COUNTY FLOOD CONTROL consultlnq englneirs , architects E CONSERVATION DISTRICT p 118 AIRPORT DRIVE , SUITE 212 (714) 824 - 5580 AND WATER SAN BERNARDINO CALIFORNIA 92408 Drawn by: Scale: ��UTHRIDCEVILI_�CE N.T.S Appr'pved 6/e T STORM DRAIN PLANS Dote . fT raced. by: CK REEVE R,C.E. 23462 Date MULBERRY AVE. SYSTEM Checked by' Dwq No.-: 7_ Approved: i; vied 7. - :.. `. .. .- ... •_.':�'�' .. Eft ' fit. .....lk4 •