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HomeMy WebLinkAboutRc St Improve Plans 24/21 Thru 24/26 24/21 24/22 24/23 24/24 24/25 24/26 1110=12 RC St Improve- > PTaxis 24 f�l t1�ru 24�2� 2 �1 24/22 24/23 24f 2�4 2 5 24/26 5-69s"((-) To accompany plans dated SQolember 7, 196-5 Angle to soft Curb Face See Detail n i OISTfICT COUNTY ROUTE Past Miles-Total Pro'ect Varies 6' t- ?-I-IC, t w-Batte, � � /See Curb Support 'I`� �cv8 56a' 695 G.4 2i 33 Details I%s hole in face L 21 Edger Finish =�•{ �- 1 Ysp n 1 1 Curb Height VIL ENGINEERELICENSE N0.7603 Nut tight on last thread�� T- r; 40 18± a + -� %2 Stirrup Vert. 5 max. 3/I APPROVED /363 _----- Protection Bar �0 6 1 11 H _ STIRRUP \ e �- Inlet 2.-0 I I�� rod threaded 3°ontop� 'II ( -_ I Inlet I � Min,slope: 10/° 1 Co Gutter depression \2''' 1`' ;'°ri i Outlet end. ( Ill, CIVIL ENc1INEER ucENSS W,5945 1 ��J STATE NI WAY ENGINEER �a . ^ Note: Opening lengths are to Edger Finish 21a be 7 , I Oil 14 8,21 ! a x 3% Keys -T SECTION A_,p 3'_O� CURE SUPPORT DETAILS GENERAL NOTES SF• C�'ION B —E Showy for Type A Curbs ) I. "Hills the difference in elevation between the outlet pipe flow line Ord the normal gutter grade lin- undepressed at the curb face. B 2. For "t"wall thickness see Table. 1 ° Checkered Plate Cover 81 Frame _ I ^ a ° 3. Height of curb opening will vary with the type of curb and the depth 7Ct /� m (See Section C-C) �,?`IE+±N� L 3%2 x 3/2 x /s (except far Type B Coro st r where L 411 x3°xis 15 used.) of the local depression. Optionol Joint -t 4, Reinforcing steel in walls shall be 4 bars@ 18±centers placed 1�2 clear .h t I:I 10" Ed r+r C � � I Bend horizontal bare into box � � _-_- —'� g" / to inside of box unless otherwise shown. 1 - Flni�h -- co - ; ! i 3/16 / 5. Steps-None required)where°H°is 3'-6"or less. Install one(step tt4 a2?-'+' :`. �: �� I T l6±above floor when H Is more than 3-6 and less Ihar; 5-0R . 1 1 11 go Scoring Line ! f - _ _ ___ Where"Hills more than 5'-0; s aps shall be evenly spaced @ 12" I<`� e ` - Angle to match I i i TyF�Mpe a 1 Curb Face-� I intervals from 16T'above floor to within 12±of the top of the box. n 1 ' T e A or B /2 @ 3-6 Centers I Anchors IJ i > Place steps in wall without pipe openings. Curb 4 Total :3 _=1L =_____-_ _al 6. When shown on the plans,Place a°6 protection bar _ i�-=--=- - f 4 MI6"L2'-0'=-�61L ALT��'NATIVE horizontally across the entire length of the opening and bend �- 4"R Outlet Protection Bar (See Note 6) ICI ICT�. �'- �a FACE ANGLE ANCHOR DE ► AIL back 4"into the inlet wail on each side. B D Curb Support SECTION J �_® REINFORCED BOTTOM TOM 7. Curb openings longer than 7 shall have one curb support forea%h (See Gurb Support Details 7'lncrement or fraction thereof,evenly spaced, I and Note 7) B. Pipe(s) can be placed in any wall. I' L ^ �! Length of No.of 9. Curb section shall match adjacent curb. a`� 1 11 H t - Curb OpeningAnchors 10. Except for!-,'ets used as junction boxes, basin floors shall have a „ I f�1 L E T TYPE Q L '-Ci or less 6 3'_-6"or less 2 minimum slope of 12:3 from all directions toward outlet pipe owel finish. /4 Checkered Plate _ shall ve a wood Cover& Frame 8'-I" to 20'-011 B° 10I-0" 4 11. Galvanizing'an zing aSee Standards Specifications or Special Provisions. Var. N 14'- 0" 5 12. See"Standard Grate Details" D77- for Grate and Frame Details - 7 max, oz -0 21, " 7 and Weights of Miscellaneous Iron and Steel. 2'-10° 1 1 _ Butter L- 1:1in �� f 13. See -tandard Plan D78-or D79-for Depression Details. o�0 _ Varies , '? 0° 14 Full penetrotion butt welds may be substituted for the fillet welds on Face An le Protection Bar > + all anchors 9 co �t 1.I N 1 — H _ _ -ic. ;,•�=-,�-.-:--, -T•_., 15, Standard square,hexagon,round or equivalent headed anchors may t2;3 I Curb be substil!uted for the right angle hooks on the anchors shown on 5"max. �4@ 12"± S tee! steps this plan., See Note 6 /4 ..',. P s 6>. a Curb Support 2 O+ I Ih �% Q to be in boxes having Details - 1 " Depressiont - 6 e -! ; 6" deer pth of more than 3-6 8f _N E —--- , I _ (See Note 5) j 1 I I i t/ t�-� 11 I t If— .I° y ------- 6T;� 1� p �/ J I•I ! min I ,SECTION E -' E t l+- 2'-11�s„ -�I t t I — 41-611 Provide one 3/e x %2 brass r2�8 /� flathead screw in each lihl `�v Edger Finish SECTION F-F SECTION l7"`J STEP DETAIL_ corner of R cover: II I (Total:4) L I3/4 X 11/4 x3/s :.� l H Is G o �L' Y2 Bend 4 @ I8 t - 71/2 3/16 to clear. Place �r---L (7'-0° and 10'-0") -I� cD gor „ two per side. _ n Edger FnisL - 12±Top 0 Bottom T _ ---- --- - - -- - -- -- __ Edger-! Batter SECTION ION C C Edger. „ [ I I I I 5 Finish �� L 3%[x 3 Y xs/ r<< Type Aor B curb ' �':.� Finish L 4 x3' x /is � `' / 2 2 is I i 1 11 Scorir,g Line I 1 1 —I _ i + (_ 4: " — 41 min. Y... 1 _ n I I �- ------- 2 NC -ORPECTIONS THIS SHEFT 4°xl/a -+� - IR . , G 4%2 min, -r-� L 3 „ 1 hand hole " fi f - 1 3/ 1 j� a ►� N n + „ ?ihr_e:i+ a s•r. I/„R mfn l2R. I ' F 4 F rn openings ° , :_ 2 e min. I See Type 24-12 or 24• 9 -�6'�---2 O--16 1- ° E i ; A\ (D Gro+e and Frame „a STATE OF CALIFORNIA C � I1 + _ y -t1 (StdE­_ . Details Sneet D77) SECTION H- H 9 p HIGHWAY TRANSPORTATION AGENCY 1 L- -----`-� , _ TYPE 6 CURBS TYPE A CURBS DEPARTMENT OF PUBLIC WORKS S—� F+ DIVISION OF HIGHWAYS �.� t L--L 2�- 113/8�t to X I cam•-. � �_�a' CURE OPENING DETAILS Sox _ 4 R.an openings STANDARD STORM DRAIN INLETS D72-5 REDUCED PLANS PLAN PLAN INLET TYPE CAL � o 3 INI L.ET TYPE CIS - - - ' �� 1- , L''.L11._L1.;...LLL�.1y1 D,,4c, No. 2J 21 6 33 3 INCHES ON ORIGINA'_ P-AN-1 9 '•u � __—__�M`aT!lfl.4�... . ,. �'1�.. 9lRAdll4lli'#11SR4®i .. _ �,e.l4T...�sr.�-•�.� ... ...___-__ --_-. - _.. _—.: _-. � —. _ ___ � _.___-_.- ..•��- - .- .._._.SAS.._.. - --1T�9 r i 5-695(4) "C°will vary with / Match curb type �` Ira 7. !9�5 different grates curb � Type D shown To accompany plans doled types,box width and Q DISTRICT COUNTY ROUTE Fbst Milcs Total Project YP , g Same slope as utter Come OB SB 69 Cf' 22 33 a P 9 as gutter\ wall thickness. N a� '14 bars,TpotaI-2 a 'IC' ►� a `� ---a t= 8 T „ " APPROVAL RECOMMENDED 4 hoo s@ 12 4 @b ' o B Type E curb only / t=6 +@ 6 2-O 4 Total-L — I^ I/4 Ida i�4 1'ti" 2r1/iv./ :: .--- I 7/ r 2 5" I" 3�" 15/ 2�' Engineer of Design Ti `� , „ I t I�2�® I/ I/2 e 2 Civil EngineerLicense No lG43 Kam- DO 706 bend 7" 11 I into wails �t '; I .fie, �°° — 9 . .0 y ,; a — ,a r e.' APProved• ✓U_�T✓�—963 I"Chamfer a 'r 4 @ 18" I �3"Gil let H 8-0 or Irss 6 7@ 6" bend 7n lntO walls H u�_ 1 n n wl.Si 13—1 .1 20-O 8 State Highway Engineer >, �3' Fillet "� K Fillet O Civil Engineer License No e• / Y '• i H ao I iI1 o n •w v v,' a ' v' =v GENERAL NOTES 1. "H"Is the difference in elevation between the outlet pipe flow line and r normal gutter a line undep essed at the curb face. the no I q er grad r ;L .• ..:.':'::".\ ° 1i ^' ' ' :.a • ; 11 1tr0411 I Outer 3" 11 23/' e—Infler . For llwall th' ss,see Table. n I " s I 2F d clear `/4 I Face 3 a ace 3. Reintorcing steel in wails shall be'�4 bars @ 18 centers place 1/2 c ea811 •.: , 4.. Va a �d-� I/4 to inside Of box unless otherwise shown. —} I �- t•I-- 3'-O"Min--�t-I �-.�--2'-0'�--�6'� 4. Steps-None required where°H"is 3' 6°or less. Install one step 16't �t• —31-0" Min. t+i or outside dia.+3 ± JOINT DETAIL. above floor when"H"is more than 3'-6"and less than 5'-0" Where (showing small pipe) SECTION D— D SECTION F-F "H"js more than 5'-0" steps shall be evenly spaced@12±intervals from 16±above floor to within 12±of the top of the box.Place steps SECTION B—B Match curb type in wall without pip-e openings. 1 C11 Motch curb type 5. Details shown apply to both metal and cart:*ete pipe. 7@ 6" bottom bend Std.Frame / I ______ I —� 6. Pipe(s)can be placed In any wall. a r ,.. . -- down into wall �_ and Grote I __ ' -- L; 7. Curb section shall match adjacent curb. —� 8. Basin floors shall have wood trowel finish and a minimum slope ---_- -� --r I i _� of 12 3 from all directions toward outlet pipe. _ I U F 4 g 9 Galvanizing-See Standard Spi�cificotions or Special Provisions.. F # ' ;= N cost alternative is optional with Contractor. f I 7- a;; Id. Cast-In-Place orPrc 5 - i 8 I j Grote =m 1 1 Set inlet so that grote bars are parallel to direction of principal �j" I 1 I Type 18 surface flow. D i Mortar I _ 12. See"Standard Grate Details"D77-for Crate and Frame details any o D I I 'gym I N I = Weights of Miscellaneous Iron and Steel. I Grate M� I Grate I - Type 24 ( i Type 18 i or 24 - - 4 12" I l i N I CV co hoops @_ � I(See Sec.B-B) --- Tota 1-3 I �•6'-� —2'-0"- -'�'6' - +� 1 -P 1 � � T N � :'a ':• ' 2 Oq r t-4- S_O"Min -I-t-� TYPE G 6 r t�---3'-0"M.... TYPE G 4 "4 oars lapped or outside dia.+3 ± Some slope as gutter f rom sides. 2 ` {•-6"►l y Match curb type r� TYPE G2SECTION G—G /Type B2 curb shown I" Min. 4. Type A curb only f-7Y2 "4 bars.Total-2 -�4@6° Same.slope "4 hoops � as gutter --� psi 122'-0" � _m I — Normal curb 3/4 Steel steps o ' height to be in boxes having g --// e o r I a - I / 3 depth of more than depression ;.: `�N co 7@ 6" bend 7" b 'f '�' �. o I I 3' Fillet I Chomfer L 1 *- ro into wall 1 _ STEP DETAIL I.I ,.. •.•. ih , ,( : a, _ _ , n pp� TA -- o - �1 6"or 8"sections om NC. CDRRECTIGNS 11..5t to bring. box to ' °' bed joints in tar , I g d. r . s 12.3 full hc.Jght.� a 'n e'• n. -.1--•. - u p 5 111 .a a.• to .°.'• '� n ..-__ : ..e. 'o 1 ;�- • of I- -I-�— .mil- .� . ; 21-0' 161 ' 61 21_01 611 S E C Y I O N E—E 4 _ N o D D G A E . f SECTION C—C � , • a. —, Bottoms not rein orced u e co 7 Mortar = �: SECTION A—A —�� � S-0° Min..... `� .'. . `• or outside dla +3"f t 4 Gd 12> 0 enir, for pipe I i ll I 1 4@18 I Outside�dia.p3± , ALTERNATIVE ALTERNATIVE Grate - I _ Type 18 M Precast Box—. ,t I REINFORCED BOTTOM HALF ROUND BOTTOM Grate i I 1 I i Type 2.+ i - ' t ci E I E _N Bottom poured ' �. I-,t f/�, I N a t _t A _ Type 24 i i Q� �_�� C i y—. i -, I after box in place - C 1 i v I 1 i i I I ,tr -- \` - L-.- y •�-co STATE OF CALIFORNIA i N i I} __ 1 I - a` �� HIGHWAY TRANSPORTATION AGENCY 1 DEPARTMENT OF PUBLIC WORKS I i / iL 20 dia.lap• - �" I�2 DIVISION OF HIGHWAYS - I — D I r` " --- _> [tJ ,�--3'-0"Min. or outside dia+3"t r �0 x STANDMRD r -6"1.— 2'-0"---.1.6':J I.E'-I- 2'_O I-61� L6''11 2'-0"-.1.6" TYPICAL_ SECTION It A f F�� �-� 7i 3_ REDUCED PLANS TYPE G I TYPE G3 TYPE G � ( INLETS PRECAST IN SECTIONS,' STORM DRAIN iNL1E__ I q � ° � 0 I 2 3 I- 3 INCHES ON ORIGINAL P .AN- Qwr� 2�1 2Z o•�33 , I 7 _ t t Ii I .`- x i 5:1 t 1-5 5/8 — 1 L 3 x 2 "�2/2� /4 Clear Cast I"x 2 /2 Slot In pipe to To ocCom�ny gbn dad s� g p 7 /S�� 3 DISTRICT COUNTY TE Post Miles-Total Pro ectY2!. TOM _ UL I receive 3/a 9 x 11/2 lug I Og SBd E95 GF2 23 33 End Finish - - �1 \ \ I I I I I APPROVAL RECOMMENDED X I X �i� �•� Lug 3/q�xly2 Ii it l Punch I"'hole in I I pipe to receive I I I I I I -%�" Fillet �a 4 i d�C ,� " lug Q ° a i t I I I I Engineer of Design li B I I I i i B Registered Civil Engineer Nc 7603 DETAIL A DETAIL B pprgved J(�r2c4 /9SC4 v I I Optional � A a t / Splice \ I to -t . n N N CIA QL 3"x %2 Bars „ State Highway Enginee, 2 Clear %2' Registered Civil Engineer No.5943 --iX -11 2"Min - GENERAL NOTES L 3''x 2 Y2 x3je I Grate type numbers refer to width of grate in inches and See Detail A See Detail Bto TYPE 18-9 TYPE 24-18 TYPE 24-12 TYPE 24-9 �j 2"Clear 2 Clear number of bors,respectively. 3 " , . I l— �' 3/e 2 Steelractor welded,boltedporon Of cost`sing cost end block grate r iron,east 13/8 Clear Spacing /4 Clear Spacing log Clear Spacing 2"Cleo. Spacing , End Finish o I a SECTION 8-6 3. Grates and frames may be galvanized or asphalt dipped Use within the roadbed on highways Use within the roadbed under Use within the roadbed Use in locations i " �I - where bicycles and pd?ctrians are urban conditions where on highways where off the roadbed 2 -11 /2 0 -, See Standard Specifications or Special Provisions. excluded.-or for rural conditions bicycles and edestrions are bicycles and pedestrians on all types of ' „ ° ALTERNATIVE :AST 4 Rounded top of bars optional on all grates. Y P Y P YP -------3 -0'-- 3-0 0 permitted. are excluded - or for highways NODULAR IRON GRATE 5. Pipe drop inlets with a grate shoal be placed soi*tat bars K rural conditions. parallel direction of principle surface flow TYPE 3GR GRATE DETAILS OR CASE" STEEL GRrrTE P TYPE 36R 6. Full penetration butt welds may be substituted for the F�EC"rANGUL_AR GRATE DETAILS fillet welds on all anchors. (SEE TABLE BELOW) 7, Standard square,k.exogon,round or equivalent headed _\ 3 „ anchors may be substituted for the right angle hooks on /16 the anchors shown on this plan. / t/2xI/z Bar 115/s or 24"Grate =2'- X X-.1 -I t---X X-1 18' 3i6�t�-3/q ' Grate = 1 -7 /2 N i I I N , I " n li n li u n ii u g h n u n n p I I I I i t it n n II II n n u u II n " u u u SECTION C-C 5 " �— __�� Grote Bars- I I i I r I l L 5 " —{ 3%" x'/" Bars S," 24' Grate=I'-1 f /a 5 i i t i t !-I I /s z 2 I -I I ,8 or I'-I I /e i , = I i hI /q Fillet 3�g_I 8 Grata- I'-5�8 ja or I-50/8 I I li l i I ,/ or I -55/e l 5/8"ora/4 holes 1 24 Grate = 2'-1 I/ `� I I I I I i f I-551e IS" Grate = 1'-71/2" II) 3%2 x I/2 bars II .�N ; ;; {i X A CAST END BLOCK F X �Iser- W r t v._tn A I I I I I _ I"hole 3 V2x�'2 to N 4„ 3 rn 3/„� On frames for Type I .o Se _�=tea DETAIL C =-a 3 _mil Bars f fi e i6 24 I8 grates provide /2 Anchors /is � C '- C 3-3°xl°x 3/a blocks. I I BAR SPACER Place on roadway side CROSS SECTION —� /2 to Y (Thru Frame and Grate) _I BOLTED END BLOCK ll -l!!k 1 W �- -1 N orhigh side of grate c� END OF BARro _ opening. 0 I 24"Grate=2'-0" 3-4 — I -�N li 1 "� Spacing same as for I/"or5i"holts M N 18"Grate= I'-6" o I P g Bar 5/"or 3/a" ,� „ welded or bolted rate e ' 3 V x % x V-43/ Bar ' 3/2 x /2 rut washers e 2 z a Bars-- I I Spot weld or peen ALTERNATE��E I� 143/8 ' --IX F- See Chart SPACER -�{ Spacer-' . -°i L 4"x3"x lz Ju. ` SECTION A-A 3 "" I3 "or 2 BOLTING DETAIL /a , /e ALTERNA 1 IVE BOLTED GRATE TYPICAL FRAME LONGITUDINAL SECTION see Detail C ALTERNATIVE Both ends held together (Thru Frame and Grate) �+ WELDED GRATE by solid costing ALTERNATIVE CAST NODULAR i IRON vRATE -+� ,• RECTANGULAR FRAME DETAILS OR CAST STEEL GRATE (For ali Rectangular Grates) ALTERNATIVE CAST INLET TYPE GRATE TYPL WEIGHT BAR WT. NODULAR IRON PROT GDO 24-12 642 5 OR CAST STEEL INLET TYPE COVER TYPE WEIGHT BAR WT. 24-Ig 787 5 END BLOCK GRATE _ OS PLATE 184 6 GOL-7 24-12 380 12 OL-7 PLATE 210 12 24- 18 477 12 h i. OL-10 PLATE 236 16 GoL-10 24-12 406 16 NO. CLEAR BAR OL-14 PLb".r 265 22. 24-18 503 16 TYPE BARS SPACING X OL-21 PL E 321 33 GI,G2,G3,G4(24") 24- 9 270 I8-9 9 1 3/e I%il3 OCP_ PLATE 109 24-12 321 24-9 9 2" I9/r6 1 OCP1 PLATE 1 122 24-I8 418 _ 24-12 12 13/� 041 OCP I REDWOOD 13 G4 18" G5 G6 18- 9 251 24-18 18 % i5/,. OMP PLATE 180 GT-1 y 18- 9 555 STATE OF HIGHWAY TRANSPORTATION CALIFORNIA -- 36R 13 2" 2%8 OMPI PLATE 193 GT-2 18- 9 573 N AGENCY DEPARTMENT OF PUBLIC WORKS GRATE BAR SPACING TABLE GT-3 — 24'2 693 �\ 24-18 842 DIVISION OF HIGHWAYS GT-4 24-12 712 ' 24-18 860 STANDARD 30 x GMP GCP 36R 224 r GMPI CP 36R 224 1 1^ — - REDUCED PLANS GRA 1 DETAI�� D C 7 d-2 BASIS FOR MISC.IRON R STEEL FINAL PAY WEIGHTS FOR STORM DRAIN INLETS m °I I. ,_��, , , f_u.u��uLL�� P_A�l.LLi-t - ------ _--- -- — Dw�No. ?_LI 23 n�33 I5 INCHES CN ORIGINA A i I l A' I I VV i To accompany o/a doled e f} � �)rTtTtti COUNTY hTE Post Miles— TOW Pro eat oe 15,3d 69.�, �,� 214 .33 APPROVAL RECOMMENDED 18 - 5 0 k AXLE 5 0-7 5 k AXLE 75 - 110 k AXLE 110-•150 k A X L E Assistant State Highway Engineer Registered Civil Engineer Na 5390 SPAN TYPE M:N. STRUTS STRUT SIZE SPA Rd TYPE MIN, STRU'�TS STRUT SIZE SPAN TYPE MIN. STRUTS STRUT SIZE SPAN I TYPE W!N. STRUTS STRUT SIZE SEPTE�4JBE.P/cYI96I CLASSIFI COVER REO D a SPACING COVER REQ D a SPACING COVER REQ I) a SPACING CO' ER REQ' D a SPACING Apo d CATION - A 2'to 5' Single 4` 2'to5' Single 5' --- - 2' to 4' Single 3' — 2' to 4' Single 4' — ---- _ � State Highway Engineer Registered Civil Engineer No.5945 _ g I Posts 4x6@3, q I Pa .s 4x6 Ca 3' 5' to6' Single 5' 1�3 Pts. A Single 5 6 S:n Ie 5 12 Pt. 15' to b Single 5 /3 Pts. Posts �1x6 Con Sills 4x6, .ant. .Its 4x6,Cont. Sills 4xc,Cont. A 7'to 8' Single 5' -- -- 7'to 8' Single 5' — - 7' to 8' Single 5' �— 7' to 8' Single 5' 1/4 Pts. Posts 4x6@ 3' Sills 4x6,Cont. CULVERTS _ -_ — I 't l2' Single 5' 1/ Pts. Posts 6x6@3-6u ' _W Single 1/ is Posts 6x6 @ 3' Notes: Limits oR strutting to b(, determined by �ngineer,but p. IO to l2 Single 5 i0 to l�. Single 5 A o _ g 5 10 to... E I I — Sills 6x6,Cont. S q e 5 5 P Sills 6x6,Cont. shall not be less than as shorn in sketch below. I l I Posts +x8@3=6" 1 Reference-Std. Box Culverts dated Oct. 4, 1960 / , Posts 6x6@3-6 ei +� I Posts 6x8@3-6' Assumed fire patterns A 14' Single 3' 14 Single 3 5 I ts. Sills 6xS,Cont. 14 Single 3 5 Pts. Sills 6x8,Cont. 14 I ngIe 4 5 Pts. Sills 6x8,Cont. p ' 50k axle 2.Ox 1 .5 -- -- 75 k Axle 3.0'x 2.0' ' t 4'io 12' Multiple 5' --- 4' tol2' Multi le 5' — 4' tv12' Multiple 5' — i i O k Axle 3.01x 2.5' A 4 to 12 Multiple 5 p Multiple, p 150k Axle 3.0'x 3.0' Spon San SEan Span g'C' All All 1.75 or -- ( All All 1.75 or j — All All 1.75 or — All All 1.75 or -- — D, E 15' Min. 5' Mir. 5' Min. _ 5' Min. Impact 50% IL"to39" Min. Cover ` 2' Min. Cover = 3' jin. Cover = 4' h!in. Cover = 4` Timber sills 81 poses to be D.R, I4:�Of. Sills to be R.C.PIPE`s — — — a. — glued -laminated orsolid timbers. 42°to108°' Dla. or 4' Min. �75 or 4' Min. 10.75 or 4' Min. Oia.. �r 4' Mi:'. 135 — 1.f5 — — All strutting arc' removal to be of expense of To 120" Min. rover = 2' I— Min. Cover = 2' -- Dia 3- or 2' Min. - 0Z) or 3' Min. PIPES the contractor. QYe;, Dia. ' Dia. ' Dia. or ' Dia. METAL I or 2 Min. or 2 Min. 4 Min. or 4' Min. CULVERTS 120 5 5 3 3 C es, All 3 n or 2' Min. or 3' Min. �PA7!r I a spans S-an or 2` Min. Scan or 2' Min. .Q- -n .�_ Spans Span or 4' Min. Span or 4' Min. II Span or 4' Min.. Span or 4' Min. R.C.ARCH to 14• 2.5 — — --- — 2.5 CULVERTS top 'L2' �a� or F' Min. Span or 5' Min. S--Q°-� or 5` A1in. - Span or5` Min. i 3.5 3.5 3.5 3.5 Width of rhaul road Minimum cover Length to be strutted 0i MINIMUM LENGTH See table for min. cover OF STRUTTING -Cont. Sill Span eta �Uncomracted material. See - arch culve,t details. O L T Wedges....... THIS SHEET BOX CULVERTS R. C. PIPES & R.G. ARCH CU LVF RTS _METAL CULVERTS F — STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENTOF PUBLIC WORKS DIVISION OF HIGHWAYS CONSTRUCTION 'LOADS ON C%WiERTS D881 30x _j REDUCED PLANS LL-1-L,.LLt1. — --- DAc r-3 INCHES ON OR1G'NAr P:.AN ! 1 I IN i+ i s Ti, accompany Pions drled es�t mbE;! 7, Z965. Note;Types 83,C3,D3 I of sr ICOUNTA ROUTE I Post Mii -T _� t '.:" • 1 1 ` = I" _ Superimposed on existing pavement oB SBd 69-6 CR 2� 33 �6u 1�2 I� 7/A'/!/.►A!I' ��-�,7� 6� 2•� - C4 --_. l--•-5=-}-4'�.I � - 33"•- mn �6" -+24" n ` ;o R It"� I � R•'� I "�`4 24 - •.a� -. !:R=ya:4'. _ ..�. . 9 ,. ;� u, ,o t R r' At;,ruvai Recommends t �!_ ;i'•'e' :r :d•R t , r N e ° I •�• ° . . e , , „ -'cnylnaer of Design n n i u' f-2 or variable ° / 1 i , . I� - 2 or variable s 1 , I� 2 or variable _ t4r Tr�-w$ -� Registered Civil EngineorNo.7603 rim :•r..L i N :'o :;ii ° = Ra/ ;e. ° . ,.. �.. d R'I e Q R,i rt , 2 c0 ♦ ai R'I' R'+ rp ► E e .!" co 4' r? a rcv 4 G7C7pu/er ,� /963 L ._L * �1(r rrs' a � v , o B i B 2 }"Longitudinal Bar I I - 3 Mate tilgi�woy Erpineoz'�r' A II-6 A 2- A 1-8 g �'Dare)Spatedw;Mm Length q Registered Civil Engineer tVo B94°� 114` 3 5 - -- _-� 12 „ _ Note: Curb fncxs to be scored trrnsverselyy 411 1 7z" 24" -- -i --- TT �- 12„ -24 11 and, 'Type ID brushes on'Type C' 1 _ - L.�_ R t R I s _2 or 12" 24 --) -� c' lertical h R y 9 in R •9•• _ R`t" I I ,0 3=/ R='/z variable R h @ ` 2"or variable �d Lr3 3 _ s ZIP e , R'aj ;. • - e f a C l: '2 �•Longltudmsl Bar . I- -I0 °-�I ® � D 7 Lengltuduial Bar' it ® � I ' Deck) • • ... ,. ... ry ir.... .. ,�+ ,,, 4 Dowel Spaced�;Min Lmgth d'L1 � a �'°� �4 � � TYPE �' Bridge Deck �'Y P G t3ridge De T Y P E, C V Dowel Spaced r,Alin Lengths"�1 C 3 TY iP'te E P� (ON BRIDGES) (ON BRIDGES) 4 P -Type A-2 Curd -_ -- -_ - Direction of Traffic - - - - - Type E Curb .: :; .:: CURt3 QUANTITIES -- ----- •• - a> - - - -' - s Type G.Y.Per Lin.Ft. Type C.Y.Per Lin.Ft. 4 -7- o� 043'�I '' 0.36' 0.29' 0.22' i 0.15 0.0,8' _T �n AI-6 0.02585 CI 0.02752 �?0.50'�t I^:: �• I r"'- p A2-6 0.05503 C2 O.00�.57 o_I 0.1T F� 0 20-- 0.22 - 0.24 0,26' -1 a.` 0,2./ �+► 0.31 0.33_�: I J. AI-8 0.03084 G:i 0.OJ965 `lq - b' '• - A2-8 0.06379 D I 0.03073 c� _ - - - - - - - --- - I - - - - 7' - -- ---� 7' --- �}� -7 - - 7'- - -fi- - 7' -- --�-•- -7 4 ' - 7' B 1 0.02930 D2 0.0%782 - - - --- -- --- -49 -- B2 0,06171 D3 0.01 ^3 E 561 STANDARD CURD TRANSITION -TYPE L TO TYPE A-2 B3 0.0{074 0.06r Note: Straight Line Transiticn in Flow Line and Top of Curb i� -Vanes Varies unless otherwise ordered by Engineer (Warp when needed Waro when nee de6 See Note 3 I See Note 3 a NOTES- a -- W - - /2 Rounded- 2� I.- CaseAnormallY applies lies Front Edge � I _ � _i... Bridge bolt ,End Bridge Curb of Sidewalk - Jo•n a -"-Join 2.-- Use GoseB when ramp slopes would exceed 10% ,�� � 10%hlax. ' in Gast A. Gutter) ` 3.- Use Case when sidewalk slope would exceed --roce of Barrier Curb - Straigh' a Grade Case A 6%in Case B Longitudinal slope of warped area -X X - Normal sidewalk g P Cu Grade o� a�2 v adjacent to driveway shall not vac more than 6% Straight d I�- 0-- , Y Y Q. \ � Grade � > a/ _.Depressed:sidewalk from the longitudinal grade line of the sidewalk. oxn� Vary Cross Slope -y _ Rounded- 6%Max • 4- X=S-O"excepy for curb heights over 10" where y y as required • tt 0- E o _� o �,11/2 , '�-- •T 4.1 slopes shall be used on curb scope >- �� 0`-� I --10%Max. 5 - Sidewalk and romp thickness't��at driveway o 0' Location of Catch Basin PLAN Gutter ; shall be 4"for residential and 6"far cammerciol. U� - Case E m --- _ if Required � Grade f 6- Difference in slope of the driveway romp and Depress one edge o1 sidewalk the slope of a line between the gutter and a point f F L- a Depressed Sidewalk on the roadway 5 feet from the gutter line shall Approach _ - _ I` _ _ - ~' - X __ _y X_ /2 Rounded �!--6%Max , not exceed 15%.Reduce driveway ramp slope,not Slab �;•; OJ8' 0.33' Sidewalks -- a - gutter shpe,where required. �-Bridge i Type E Cur ie <.\ r- Gurb Face �r 10%Mox. t+ r Gutter Grade Gutter /2R Ca Grad se C _ z - 7' Min �;-= 7'Min �, Bottom of Curb Depress entire sidewalk ELEVATION SECTIONS FLOW LINE TRANSITION -TYPE E AT STRUCTURE DRIVEWAYS s -o ti Direction of Traffic --� - - Direction a, Traffic � - - v I � ci o __ 0_46 _ m --- - - ----- - _� • -9L_-�""- _ - '^ --_._ - - -----III- ' idy ...._. _._ r.......- .- L cV o.e3L'-•� o 0 t7 TY,Pe A-2 017' ' ' I Type A--2 Curb 0.38J 0.2 Type E Curb 0 0 Barney o o Curb J•50' 0.25' 0.33' t« STATE OF CALIFORNIA Curb 'I _ _ Type G ,• _ - _ -_ - ®, t HIGHWAY TRANSPORTATION AGENCY -8�---�'I DEPARTMENT OF PUBLIC WORKS 8' _I DIVISION OF HIGHWAYS 30 X CURD TRANSITION - TYPE A-2 TO TYPE E STANDARD CURBS AND DRIVEWAYS REDUCED PLANS CURB TRANSITION-TYPE A-2 TO TYPE G - ��//'/•'''//)) d5et' Note) 2 •� �, ...,I• -- 14a ---- --- _�- ���� '•. s®��® f� O , I.I 1 , I I I 11 t r 1 1 11_ 1 1 1-1 J (�/ 1f N-O � 3'-IN'-CH-EIS-ON ORIGINAL P-AN - --• - - ---- -- - - - - - - -- •- -'-- Du.tt3 Np, 2`t 25 0�33-- _ -- Cf" I d Ia r Nor JIM DWI COUNTY ROUE SECTION , Ifum s�,�' �e OB SBd �95 CR a� 3✓. « 3/d"Did pica hoed ► x j 7/ 2"W"Oirlmond met /ics ! _ _` � s�•-g-•�1 � �� � i /��sa��6SIDoc®st�P'/�GT,�%" r %.rdeep � � q�0 '"'_� ..sc....lm a..�►a.+o�+a � .. ,. QFG44 5 --A • 8 « / - ,SECT/ON OFCOVER' \ !0 / \�\," ��,'�,�� \ JOCRO/S9/ I -&16y? LamDE U IL " CROSS SECrIO lvC VON nr FRAME q IV F A 1 I THROUGH R/Il9 / • , 0 p v - " _ Ouakne rAAore r/i/rns riraa. 1 ® 0��CIC7 ,<j1 Letters/�►igh 4VO"a—fief—inser/p/lan to aropeer cn exp►sed surfacros. t 1 ono Oa �O . +, i p0oo QnL7Q��Cj Q ' TOP OF MANHOLE Fi44�41E. CODER We, o❑ O ,��DpoO� Q �(l rla aQaO� � 23s outside dia of cover � ia A �D� Comm angle _ AO 0 through t o ,1 « �` Ql4L7C�� 00`�d � �outline whore ribs join V�•�° ' "' • ��Q C�D�� CPass SAC ri� r � ,H FRA 8 EVE • CROSS SECTION THROUSH 4' F/n/she RIB AT wID RA r� �®PLAN OTC®V�'!Q ( e'sot-face - weight-195 lbs. Drill ar Y top holf and laslo/1 414rx/% \ ' �. \ socket set screw,hexogono/ho% S.,US M P�.LRA L <-..F Ir .i� lhrgods everdur or aqua% � .. 4 022 W • r, 11 Al _ -- Goo in r/m of $, cover opposite pick hale 3'6t? MANHOLE COVER LCCK/NO DE'VA, 4 r go rr m OF PdANHOL E COVER DE TA IL ' Xa►AW of letter 844111 he fk/sb with/!Wished surface NOTE Frame and co,•;w shall be GAS T IRON. Waighl Maternal one:/wvs%manship shellbrain accordance with the latest specification. Oahronae complete asswiftf offer �brieation. fAl�l QIrVER MANHOLE FRAME AND C®KW FOR SIDEWALKS _ Deck f�tifff..9o �' �1 MOTES- DETAeL U4E♦ (s1vA�d at �1 y =.. . •,� /•The monha-- fraw am-4 over SW be me* 1 "" d. c r' •, \ � p of grayrast ireso conformhPo/o the latest '- « specifications. I,E x /._ O dia. manhole 6 min. * M R Js ,3 P.All parts ofll?onK�nhoAbl omeondcover 4 '� ` Z- +v 6 x B-C4 To 14 - _ -- -- Gir9K A. ;I• +_ _. `� IV Sj'V ! emcept machined#;vp&eos qqA ribe coaled _ - - IlR-710, eith asphollum!fain!. flraisAse9 Hole 3 3 7-ho manhole frame andcovev she,'fbe tested = - I r for accuracy of fit and shall bib marked in ' I I G v sets bei*,vv delivery.The cover shot/fif the I I ! _ 3 frame sn��gly but not light%y. ` min � d hors t0 C/elJl' / i 1 �� 4. _fie ;,se on sower structures s,ballkeor ! 1 i ' the k1P '>ai;on storm. Crain structures the ssrrr�as U ---- a letio? 'rr' on in for utilities the/ratter"U." 1 _ SECTION C—: 5.T e:arigbts of the frame and cover shall not vcv*y more than two per ceni from thcfm � o%a 3 +{ given hereon. - � ELEVATION F F' C K/ ' MANHOLE f'Ffi,4.�E •A�4'® C®�Ef° � '� �I — __. _ _ .,� G�.rd�r ¢ - ry ,' I I - - -- - - - I*,lflonh0/e Js'located b FOR ' C1— it —_ _— --��-- � • tr n d,;acqrr►or trY _ Td4iL ��DE ---- SL&S &F HWfS�`:=E-e , .� �� `D - on ow S of Sect/or, FF E.R. } _ —-- --— — PART FLAN Tav E®E :. . 1 y _ � ,� -�-r------- Girder H�fl.� �i PART PLAN ® ��.„K ENO q b � 4a�' aNar�abris�otfan -� . e ►� / °"�O DETA%L U'4�3 r & r SsDEWALIX ACCESS O � a STATE OF CALMONA PA'! DErAlL U42 � � �/�� f3�RTWkT 0f �euc woks A°�•d�•."�►' a �'/RDER .STEM ACCESS - d -V • +✓ d„ u _ ..—. t .. L _. _rye . 1 T DETA/L U 4� N�'e�PES v?.',�sHFt� �O -j-�/� /. F?r exact location of openings see other sheets. t y 2. Location and size of macho/es may be modified as directed b�+ the Engineer, prov6o'ed r - STANDARD �����t DETAIL �� �Xlrt` SETA/L !/�� . �O X min/mum dimensions are maintained. ' —'-"-"" J. Al/reinforewnint detailed to be placed in addition to rein/oncement slxlwn Ga other Sheets. """"` L- �'"2� Ri r,...» ,• !�\, REVISION DATES 0 I RdtIWNARY S A4! bN YZ - IT-1— ", t •x v>. Pier • 01d1°.a eArlfK.nal�bn fat»— �• , _ ' 1 11_L.: 1..L11...11.-,.L1.1.1.111.11._'. Y Z ti_-- WIA'�A INCHES M! ©RIGINA� ?-API -f , .• Mid„,' "§- • ♦. —•4— • .'.1 � f � L� • 17