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Home My WebLink About3787-5L D U J4 BAR VELD . P.) Rim 42.0 5-3" HOLES (6" ABOVE FG) FG RIP -RAP (PER PROF/LE) STD. C.S.P. TEE ANCHOR OCK MIN. 5SACK/CY SET TEE SE ON /N WE CONCRETE METHOD APPROVED CONCRETE NCHOR BLOCK BY BUILDING FFICIAL & TRO INSIDE TO GRAIN 301" C.S.P. RISER 1" 4' 11 +03.71 LINE "D" I =11 +03.71 LINE A yyI reI40VE I,VaLL l.�DSWC_ - ,IJD R.EI' 1 Lt/AL.L LACE � d N I Ga,O p scAPE 7 I 2 1-1, �� KEI�IDVG STEEL,�U" Poul 117 NONE ■■■ MEN ■E MOMMEM ■/ , a e s0 ONE0 0 1 m ®®I� MEN 0 MEN 0 NONE i s s ■■■ ~�ME WE IMINIMME! m Er MOM =Fri MEMO ME NONE ,■E MOMME 0 mom ME m_ 0 MAIN ■■■■■■■■■■■■■■■■■■■■■■■■ �� i I-- l r �--------- - ;- ,----}----; T------>--.� I- I — I - --- frGP 1 I I i I --- - ! { I 1 I - C T �N " .CP �33 --I- 1350b 17", I-- 4 A I _ }� » � , _ __ ; ;LIN}E� '�D " t 30 R. C.P. -1750D i 1 Q 1 0--55.PCF5 - -- ---- - - --1- -; -- ;--- - -- -- - - - -- — FV 1-�S- - - - -- -- - - - - - - -- - - - - - - - UNT u, 1--�— } i --- -- - �-- j--- r -i I I I I }-----}- i I - PROFILE r i _ - - -- - -- - I I HORIZ 11 1401 i VERT 1 =; 4 PLAN 1"= 40' 10+00 1 1+00 10+00 1 1+00 , N07 -r-3 IN FEET A. THE CO1urR,ACraR SHA14, � 40 80 120 160 �� THE of XEMLOVAL AXIL> JR�PLAcr_-MEAlr D)= 1AiTr:?,;zPFe1Aj& SSL c -k WALLS, LAAJD6CAP/Al C.1 l g4 CAT nu Sysms I OR /Y 8rpevCr1ilz�! . ,�. THS TD I �D /IV �,cllaD�lNt lr 6Hr4L1- A CCD90 AJC W1 r14 SFCTlb1U 306 -5 41= 51 DA,E,U CONSTRUCT SAFETY FENCING PER 5PnFG)tr7C47-10A-15 FoR Pv f3/,/C, w09eKs COA%5re1 710A/ . PER/METER FENCE WALL PLAN r114--vblo: /ti AB�Do�/,E,C PiP� W17-1-1l-sAck s4NO 61-141 Y DR AS •APPROVaD BY 7-/4E CIrY EX�C�lJf1�ER DETENTION BASIN GRADING PER ROUGH GRADING PLAN REV. ! �- ! 1 HEADWALL SHALL BE MONOUTHIC. A LAP ALL BARS AT CORNERS 30 D METERS IF NOT CONTINUOUS. 2 -*4 OR s SEE NOTE 2 �44-11 11 • 4 OROS 12" Of. EA. WAY SEE Non 2 A PLAN REINFORCING DETAIL ELEVATION CURVE / LINE DATA TABLE CURVE DELTA BEARING RADIUS LENGTH TANGENT 0 N 70'5543" W -- 6.05' -- 0 19'34' 11 " 45.00 15.37' 7.76' 0 N 89030'06" E -- 43.15' -- 0 18057'10" 45.00 14.89' 751' ® N 70"3256" E -- 11.57' -- 11 +03.71 LINE "D" I =11 +03.71 LINE A yyI reI40VE I,VaLL l.�DSWC_ - ,IJD R.EI' 1 Lt/AL.L LACE � d N I Ga,O p scAPE 7 I 2 1-1, �� KEI�IDVG STEEL,�U" Poul 117 NONE ■■■ MEN ■E MOMMEM ■/ , a e s0 ONE0 0 1 m ®®I� MEN 0 MEN 0 NONE i s s ■■■ ~�ME WE IMINIMME! m Er MOM =Fri MEMO ME NONE ,■E MOMME 0 mom ME m_ 0 MAIN ■■■■■■■■■■■■■■■■■■■■■■■■ �� i I-- l r �--------- - ;- ,----}----; T------>--.� I- I — I - --- frGP 1 I I i I --- - ! { I 1 I - C T �N " .CP �33 --I- 1350b 17", I-- 4 A I _ }� » � , _ __ ; ;LIN}E� '�D " t 30 R. C.P. -1750D i 1 Q 1 0--55.PCF5 - -- ---- - - --1- -; -- ;--- - -- -- - - - -- — FV 1-�S- - - - -- -- - - - - - - -- - - - - - - - UNT u, 1--�— } i --- -- - �-- j--- r -i I I I I }-----}- i I - PROFILE r i _ - - -- - -- - I I HORIZ 11 1401 i VERT 1 =; 4 PLAN 1"= 40' 10+00 1 1+00 10+00 1 1+00 , N07 -r-3 IN FEET A. THE CO1urR,ACraR SHA14, � 40 80 120 160 �� THE of XEMLOVAL AXIL> JR�PLAcr_-MEAlr D)= 1AiTr:?,;zPFe1Aj& SSL c -k WALLS, LAAJD6CAP/Al C.1 l g4 CAT nu Sysms I OR /Y 8rpevCr1ilz�! . ,�. THS TD I �D /IV �,cllaD�lNt lr 6Hr4L1- A CCD90 AJC W1 r14 SFCTlb1U 306 -5 41= 51 DA,E,U CONSTRUCT SAFETY FENCING PER 5PnFG)tr7C47-10A-15 FoR Pv f3/,/C, w09eKs COA%5re1 710A/ . PER/METER FENCE WALL PLAN r114--vblo: /ti AB�Do�/,E,C PiP� W17-1-1l-sAck s4NO 61-141 Y DR AS •APPROVaD BY 7-/4E CIrY EX�C�lJf1�ER DETENTION BASIN GRADING PER ROUGH GRADING PLAN REV. ! �- ! 1 HEADWALL SHALL BE MONOUTHIC. A LAP ALL BARS AT CORNERS 30 D METERS IF NOT CONTINUOUS. 2 -*4 OR s SEE NOTE 2 �44-11 11 • 4 OROS 12" Of. EA. WAY SEE Non 2 A PLAN REINFORCING DETAIL ELEVATION r 2!g I DIMENSIONS PIPE DIAM L E F W 24" 14-9" 2, 8„ 4• oa 7-66". 30 I 5'- 5 3-0 4-6 3'-0" 36' 6•-0" 3=4" •5•-0" V-8" 42" ( 6• -7" 3•-8" I e-6" 4!-2" 48'. 7'- 3" 4•-0" 6•-0" 4'-e 54" 8'- 2" 4-6" 6•- 9" V-4 0 r 2!g I I *4 OR *5 12" � O.C. EA. WAY7T o+ GR I SEE NOTE 2 o INET I 4„ •Nt I f! � T IMP• s •• N' Tj i 2 -*4 ORAS i � Q 1• NI SEE NOTE 2 CONT NUOUS 8AR 9BEND { OR R *5 12" a OZ. EA• WAY SEE NOTE 2 SECTION A -A NOTES: I. HEADWALL SHALL BE CONSTRUCTED OF CLASS A CONCRETE. 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR RW° UP TO 60 . ABOVE "W"=60" NO. 5 BARS SHALL BE USED. 2" MIN CLEARANCE.30 DIAMETER LAP, ALL STEEL. 3. ADJACENT SLOPES SHALL BE is TO i OR FLATTER. 4. MULTIPLE PIPES TO BE SET WITH LONG- ITUDINAL CENTERS 1 2/3 DIAMETERS APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/4" RADIUS. 6. W SHALL BE INCREASED WHEN MULTIPLE PIPES OR PIPES ON SKEW ARE USED. SAN BERNARDINO COUNTY ROAD OEPl4R'f1MENT HEADWALL 209 ESS M. A. Nicholas WING TYPE COUNTY ENGINEER RED,inu umAW�N.': zip �^ CONSTRUCTION NOTES SSE RECORn ;-,- ----- --_•_"t PRFPHRED IN � � X10. X663% PART, ON THE Bi . ` ! , ;,::}it�IPILED AND� �• CaI��,Ei=��— A' ' � KE�DY� 60577 RcP p1P� N�IRNISHED BY 0-1 r; =R WILL NOT BE _ (E)—INSTALL 30" RCP, D -LOAD PER PROFILE ''V 1� �3`� CONST DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE-TYPE"B" (�,$PONSIBLE FOR ANY EE:iriURS OR OMISSIONS U1IFIfIC,IMI ��';; C ; p�VE BEEN INCORPORATED INTO THE DOCUMENT'S AS ��/° 0r CNk\i DETAIL ON SHEET 6. ARESULT THEREOF - 1@—INSTALL 54" RCP, D -LOAD PER PROF/LE P 14 CONST. CONC. HEADWALL PER S.B. CO. ROAD DEPT STD 209 PER DETAIL HEREON. `•- L(N)=12 ; L(S)=9 ; E(N)=5 ; E(S)=4.5 ; F=10 ; W= 6' QRpFESSh(j�,� • � �J�/a @—INSTALL LANCHOR BOCK AROUND BASE 0 C.M.P. RISER WR �R/SEREREON (5-3" HOLES 6" ABOVE FG) � •� 1. � l ! � 6-3, » , ��' 9j�� CONST 4 THICK 20 WIDE P. C. C. WE/R/SPILLWAY (2:1 SIDE SLOPES) EMERGENCY SPILLWAY DETAIL �� PER DETAIL HEREON N. T.S. �� W m � INSTALL 75 LB (12) ROCK RIP -RAP (SEE PLAN/PROFILE) REVISION DESCRIPTION TOLL FREE 1-800-227-2600 ® REC°. tDki& A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / BEV/SED STnA -DRAT v As 890WkI o No. 36637 � @—CONST 4" THICK 10' WIDE P.C.C. DRIVE/RAMP W �> e A. �— CONST. CONC. BLANKET PIPE PROTECTION PER APWA STD. 225-1, SEE SHT. 6. W BENCH MARK. • 8 BASIS OF BEARINGS: (§) ---XanOVE X157_ ISI P 94P o ® -, , c; I •�� -17 2s �zDVE L�• Wi4LL Ft�pTY�tIG rylF BRASS CAP IN THE CONCRETE BASE OF THE BEARING OF N 89030'06" E �, p�/� 7C /S� �1-/,uG J k THE SOUTH LEG OF AN SCE TONER ALONG SUMMIT AVE. AS SHOWN MdVE Cb g LL�AY S 343 NORTH OF HIGHLAND, 0.2 M1 WEST ON RECORD OF SURVEY IN BOOK AJC OF SAN SEVAINE RD., 2.65 M1 WEST 35; PAGE 9. 2$ r-1 U, VOID W/7*91- 5AC4- S AJO / A2 OF SIERRA AVE. OX AS APFPWMD BY CITY igAr) � ELEVA 770N. # 1428.609 O DATE ENGR. CITY DATE Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CALIFORNIA :Z SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS P P woe UMMAASN,� PREPARED /N THE OFF/CE OF STORM DRAIN IMPROVEMENT PLANS NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF ��- \ s Fti MADOLE AND A SSOC/A TES, INC. �7 T O N N AN RR/ED FORTH /N A c� �o�r�n DRAWN BY INTER/M DETEN TION BA SIN SCALE: 00 APPROVAL SHOWN HEREON AND O No. 62183 m 760-A SOUTH ROCHESTER AVENUE SHOWN w � ONTARIO, CA 91761-8180 ATs L/NES "D' AND nOn AS D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE * Exp: 9-30-05 PHONE (909) 937-9151 DESIGNED BY DA o c ��- ATS 95 OCT 2004 ]� REVISIONS TO THE PLANS TO BR/NG THEM INTO gTFOFSAL\Foy Date : �' ' aI CHEC� r.• AP 0VED e _ ATS D AWING NO. 5 b I ' ]' N RCE 621 EXP. 9 30-05 3787 CONFORMANCE WITH CONDITIONS AND STANDARDS DARDS /N EFFECT. look wr.l F� 2 Z(e E. d$ 1TY ENGINEER R. 51152 DATE I l JA620-1887\storm\SD05.dwa. 6/6/2005 5:24:11 PM. 1:1. ATS