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HomeMy WebLinkAbout1815-14nzvei r --- =�-6-min P' ' II A B 20' '! maxim I I I o, I V► PLAN SKEWED CONNECTION _ Rounded pipe ands, see drawing 0.61. 13/8 0 ' -- - SECTION A—A 1 —� �--- 6" m i n PLAN 1 i Is Rounded pipe ends, rsee drawing 0.61. A: SECTION B—B NOTES 1. The end of connecting pipe shall not project into the waterway of the larger pipe. 2. The larger pipe shall not be less than 24" I.D. 3. The smaller pipe shall not be more than 2/3 the size of the LEGEND ON PLANS larger pipe. 4. Concrete shall be 470 • C - 2000. Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING AECOMMENST 7SAH ��E AEG10NAl A.40AROS :0µW1T7EE ;,00rdrvwr RCE 1980/ 011t CONCRETE LUG DRAWING NUMBER D-63 A+, C 0 .M c 1ettllil Dk"Wnaaw + 12" A l J Frame a COVER AlhoFoundry nobra #A-2017 Scale, (A" Z� OI/ or Equal # 4 Bars 66" CIC. PLAN Scalet X11= I-0" Cher Opening of Frame Both wgri Rase To Grade Atter Paving Shalt Be Some Aa Inei�d* ,t•.�'r":7'0r. •• ; . Is See Note ;� 1. Dimension of Structure Add#4 Bcr ' 1Jnder From* to Inside, Dimension Par:N .. 611 Varies �11 r ( Plan or Contract 6" �- Dimension ) 2"Clear. 'a IS0, VIP 11 4 L -. o Varies C3 c ; N 211 Add �jE4 Bars Diagonally SECTION X � Clean 1 •, ,t• ArowW Plpe.�c Scale: I = 2-O tJ W - -- a •' ' - _JUNCTION STRUCTURE 0 v cn 0 .• • 1 WITH CHAMBER 14, C I (Use ONy Where Shown On Pions.) a A'' 1 •' :•'�• a. Ir 211 CI ear, r •, . Flow Line (Eie+rotlon As Shown On Plan) NCTI N A — A Soo W I :IAN = 1 O" NOTES: I. Wttern Pvvinq Is A Part et Cont►acl or When Shorn On Plats;"Rata To Grade Atter PovMq;" Firwl 6" of Structure Shall Be Can- 1. After Povkn Operations Are ConVItte• The Skkwall Rein# rc" 8ors Shat Extlnd Through Joint. 2.lnJet a Outlet Pipes May Be In Any Wall. A Floor Of Structure Shall Be Given A Steel Trowa Finish And Shod Slogs Front All Dlreetiows Towards The Outlet. 43nlet & Outlet Pipes Shod Be TrImn"W To Finol Length And Shape i11,004 Concrete Is Place#. 5. Ca =etc Shall % Class 11A" (6 Socks Portland Currant Per Cubic Ycwd )• Cwawn By RE STD. CITY of FONTANA, CALIFORNIA Checked ey DETAIL. TRAFFIC TYPE JUNCTION STRUCTURE Approved If 122 Date May, 1966 LEGEND: 'W'' = Width of driv�Wa� PorhWQg brGa 0 Rad i ur,-A, P plus bob 4" gid�walk� �" Sidawalk 4" 9id6w4Ih 9totion at Front of 9idtwalk •W1 rzlw t. ins ' .�. Sid Wal .� . • is a I _ � •• CURB RETURNS LARGER THAN 35` approx. 1 1/211o.c. on sloping ••• • • �• LOCATIONS TO ACCOMODATE INT ER - O'i,urb fowl P�Gurb folic. I •i .1.'. . t� • 6/2 Orie/WO �•- • .ti GROOVING DETAIL 0N(Ant f&tb� Curb fow �Expon5ion Joint Piano Joint ` Expa"ion Joinf Top Of Curti 4" (lading Front of yidowoll� �� W1Uc, ! !• ex fansion Joint Woken PlontiJoir t' Drim-4aly Expomion Joint 5ocfion of Curb Pour T 9 E I ►J ChAmo fa owo4 Radia( wins � CITY Of FONTANA, CALIF01tNiA Drawn Py Corlo►s ST P. COMMERCIAL ChCckt3d Oy pETAII. DRIVEWAY �NTAANG6 G Approved PADIAL 6NTNAN P� cry Intutll:.E.le9s2 ®ZoG 6"Typical f Property Line-� lK5-rA.L_L �,A-II EY, VANS10N JOtN -r 'e—s ]'tL-Le rZ °-� r u • � W= 12� o�,Mln. cn3 CI - 32 -0 Max. tv s� �o9e Cut to this line when removing -Y ja existing curb W _o for new driveway st44 d L N Top of curb---) Gutter I JtCurb face 11-01 PLAN cUo7'N St oe s ) Top of curb Top of swk. ParkwCly Top of ,.. ,. curb 1"Curb foce Gutter F. L. Curb opening= W+ 7'- 0" Bottom of cur ELEVATION Normo I 3/gL i P swk slope Varies Varies I/4 per ft• Pavements I _....b=1► • T6" S ECTION Is NOTES. •A. The FONTANA driveway ordinance requires 1- There shall be at. least 20' of full height curb between driveways serving the some lot. 2:- Driveway approaches serving adjoining lots shall be separated by at least 11 of full height curb. 3. No portion of a driveway ' approach shall extend In front of an adjoining lot. 8. Where parkway is narrow use STD. DETAIL 102-A CITY OF FONTANA, CALIF. DRAWN BY: �•STD• DRIVEWAY CHECKED BY: `C®MMERCIALDETAIL PARKWAY TYPE ,� S I DE WAL K APPROVED BY:Act ` SCALE I a � DATE: Nevembg,r 1964 102 •f'eV' 41,OX. /1;;o7 11 i 8.r 6" 6 R= 1/2rR=1/21 1/4 -- " 1/4 Q 4 _ • Batter - co Q• Baiter cD 4.12" to J 1/2 4 :12 _ = " - �.� R=1Sloe 1'12 I n 4 _ _16, G (D r { r 900 PVMT. SECTION 8" CURB & GUTTER 8" CURB 0.054 Cu. Yd. Per Lin. Ft. 0.032 Cu. Yd. Per Lin. Ft. 6" 18" Z. '41 6.r I/4 _ I/4 A Batter 4:12 - e Batter R=1`� Slope t=[2 R= V2.' 2 4:12 • 9Q° (D It { 90 .6 CURB & GUTTER 6" CURB r 0.049 Cu. Yd. Per. Lin. Ft u 0.027 Cu.'Yd. Per Lin Ft G C\ t�R OLLED CURB & GUTTER" ' 0.04 6 Cu, Yd. Per Lin Ft. R =1/2" CITY OF FONTANA,CALIFORNIA Drawn By Garlo9 , STD. CUR &GUTTER Checked By DE IAIL Scale I"_=3' Aoproved City E n q'.: Isar 101 Date 351 SEE NOTE ' 4 I ► 4•� P -' �'/• MARKED EXPANSION JOINT CROSSWALK / is RAMP DIMENSIONS FAC,1­-_ ,, ^ r,; --i' ir-., I 1 1.1 ^Lil1� C,.�t=:�. �,RN 6" CURB FACE 8" CURB FACE is a I 101-01' Approx. 3/4 O.C. except 41- 0t1 CURB RETURNS LARGER THAN 35` approx. 1 1/211o.c. on sloping 101- 011 RADIUS MAY SE REQUIRED AT SOME portion of ramp 5 .0 LOCATIONS TO ACCOMODATE INT ER - STATE TRUCKS. 1/411 •i .1.'. . t� 6/2 DETAIL • .ti GROOVING DETAIL ;• H.T. S. CURB FACE c- I - MARKED CROSSWALK a I/ N E p AS APPROVED BY THE CITY TRAFFIC ENGR. R/W SEE NOTE ' 4 I ► 4•� P -' �'/• MARKED EXPANSION JOINT CROSSWALK / is RAMP DIMENSIONS 6" CURB FACE 8" CURB FACE I..ENaTH "w„ 7'- 311 101-01' WIDTH "x" 4' - 011 41- 0t1 LENGTH isY Is 7' - 311 101- 011 WIDTH is ^ 3, - Q,1 5 .0 t l 4 TVP,) 1 NOTE: DIMENSION3 "W Is AND "X" PERTAIN To THE NOTESaR00VED CENTER SECTION OF THE RAMP. I. When ramp is located in middle of curb return ;t shall be grooved In a herringbone pattern with 1/4" grooves approximately 1 I/2" O.C. grooves which Should be aligned parallel to crosswalk stripes to direct blind peda3- trians Into appropriate crosswalk, 2. This ramp shall hove a 1211 wide border with 1/4" grooves approximately 3/4" o.c. as shown in Detail "A". 3, Romps not located at the middle of curt return shell hove ircnsverse broom finished texturs rougher than sur- rounding sidewalk. 450 4. All sidewalks sholl contorm to currant City of F cntcna stondards and ,;:._' specifications. The 3malle3t allowable widths::cii bn 4S" due to any :;�„j.. ► ;, existing utility 3tcndcrd ob3Tructlons. It shall ba the ccnrroctor's I/2 Lip re3ponsibillty to notify the Clty Engineer of any Infrcc'ion prior DETAIL'! Bit to any placement of Concrete, per � itle 24, 2 - 3323. 1/2” Curb Face N.T.S. See Derail "B" /�„/F' Vcrles 7'-3" to IO' -C" al -G" Min. Pavement 411 P.C.C. �. 2v,_Mah• r7 — a • iI SS/p\ n� rr u,�;ur �::.°:';4 .'. ary a 5s��• x SECTION "A - A" cm � 3-3/-92 ? N.T s. 14,77/ CiTY OF FONTANA CALIFORNIATD. sql c/vlt ,� , ,NiA DET AIL F OF C 13 RAMPED CUBPRE T UPN 104A sr+e�r �Q /� Recor�n DA�AW/NC' REV. REVISION DESCRIPTION W E x pan si on Joint I Standard Curb 8 Guttrr . �.: Wit— '- — _ � � r_ - - — - - art• � � Ta 0 N 00, jri I II �` 0//q a�e1 4r� I I II �•� ... ' 5�co I I �I °afrA: 11 - I Expoctsion Joint When Outlet Pipe Extends Into 2,-0 Gutter Apron- Add 3 -*% Bors LAs Shown or Add Wire Mesh PLAN 3,4" Dia. Galvanized Steel Bar 10' TYP. MO tbCALE Protection i 8't CF 10 Cf. Edd Anchors - Alhornbro N 10" C.F. 8" C.F. Foundry A t 577 or E �GTI) '4 :-.If W �I Ittsis-7 PROTECTION BAR DETAIL super Bott No Scale Dronrn B R H CITY of FONTANA, CALIFORNIA, STD. Chocked By _ DETAIL LOCAL DEPRESSION Approved ' Cary fEn's.rrttA / Data May, ! 121 row o� Wi1dw�17-0 IVA7Cy fix'/ST C.y�i�/E�. 5� o� Z"//VS elelrylf) teait° $y'>`' ' 2' A/M� `1/.4L L. L W1 7C DI'-- 4--X/I�r 1/e!�7% / f'::1 �:. j:•:J l.•/r lift!' I VVI . fr./• I �._.W+ o. G'• 5. W. y:►► / 7• f / ��-' R�MDY� L i�•�?ETE A�1/l� r45 /NTD /U�Yii CO/Y�-efi'�T� FOr �' 0,9 l/C-EXrsT ,��- .� �s .��-�oY�o, ,��oyio� ���,��-�r�•� -� �9/Vl� �T//l�%� L�i�'�J�'J: / C�%1�E�irt'�TLC •�G'i��/YJ//S///Y�l//Y% 4/S'TCO/C Ise UNIPER AVENUE OUTFALL DETAIL NBS/LOWRY RECORD DRAWINGS Inlormalion Oblaintd From Client's Records NUs Records Contractor's Records 9y / ONS 2�=STII=C) CITY OF FONTANA, CALIFORNIA E s P L A ti'~ ` j PUBLIC WORKS DEPARTMENT 109_C Via Frontera • P.O Box 28100 Is San D egc. CA 92123-1100 (619) 4?S1S00 Drawn By : INLAND EMPIRE CENTER S�i7 C - s Approve r' , Designed By : DETAILS °ate 0/go I �R,,= /4777 7-ZI-8.9 DATE ENGR. CITY ©ATE WIZ- L /A1 G IZ-6;OV R. C. E. Data Checked By ��G. G�/�.esQ rr 252 Dwg No. I 00 Approved ACTING .CITY ENGINEER ROBERT WEpp�,.E � � �� � 2'