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Jll Uil 4 It �iA I 1 7?. 1 sewer- Lin¢ \\ ;� - .Z" LL N�nr10%e Fr-vn�e " ovE�r per SP. l¢.5'A IW,57ALC 5u rf 801 t Q �cr anho/P Structures A tB (Manhole Sfrucf ure n . o c / ,1 y Profec fon � r 7Ya s . .0 shat/ hove �ilhdrr;bra foundr �`A -/25I-(o � \ y h Det 2 per � \ Std No. G� � � r s P \ ADD 5 rba hoo X �( P C�rotQc� �n /�eu off' S. P. /4�9A. d ,a/ n .e of orou d P �t ?.� IX/STALL Monhole INSTALL Cokh eosin] # d ,�L10 7 taor (�'yp. both sides Sho f Per 5.P, /50 51ee/ P/ate r Ti�rts G. \�\ 7 61or-s �"?a "0 C. f p 2 b'' fit,f Std No i Q� 5.bars (m/Z''4 C. 5 bots {a7 12"QC. >`ypica j3 1 �`Tbo�s b"DC. �� 4 • * ADD -56or hoops x ,, - 1 � •(` t � P O , c� O r s bo / O C around / total e 7 � 2 : r h Z E o SEE /art{ rot ov7 v ' r �, \ r �) \ .'•c skits .,3_/'or 0)1( • � �c .5615 2 Curb of ter j -45bors 6"DC. `` y o 20 Curve Dot a t / r v •, , o i H \ (typ• both KA/s) 5 c/. \ _ f BC o rem v curb = \ ! - , v= Or o e ur d 56 0757 ti #/7bors(Ia�/20C. INSTALL Drop rn�p ly - 456ors 6,00 O \ ' � qufter to nex?` ( R 42 ` -� '� ( ( Ste S P. /47 h Q {t°` '' PLACE O/7'y.C. nearest expor�sion T=22.39 \ '�� `� tc�a,f 5 . < o a , L•4/./5 ` o YP y bo s 1 \ '- � Poo t(I-BorC -- J 1 a _ D R s e A 4000 e e2 a t c Const, o�nt f '� J # C. 13 Skit or defo�,Cs . 1 0�,0/ po/,7f Igf I �. Q (YPS� h 7 R I cu/-dP -sac �d2'R� , �� � FtJRM Inte o/ �, SEE profl le 5 r i e or d L W-6 bars 4/2 QC. 11 o .C-41- EET'ex st. CIN Cvrb '6u/ r �/ t 4 � •, � a 6 .� !1E M /ef a m t b rs C. _ f f a C� _ � v a S F/ow/in S Flo►v h / . i a e to• , line t bot wa /s -QQ . @Curt Curve Dakc a 149• of P pes , �. ,o 3 ear o% Q� o ♦ ,,» Flow ow FhRM Step in •'� :l p / Curb Curve Dota RE�?OV Qx;5t pav f Q, 36 39 2� _ _ : 8.-/ 6 tY ,� el e �r� s R- 42 j s fi ef as she vr� r , D r 54 34 /4 f tG eat, fi-u / P �� s� _ ti w'dth I �' : :. ,. Cors of r P� R �2 ♦ GIs shown f �C�ICE a�+' N T- /3 9/ -= \ y R \ t v. :t. 0 L 6. 7 _ v 2 8 T ? 1. 6 0.?.-5 A.C � c9 (r- 8 or -AR 4000) �Q� �� v� � / / 2p h � �5 bor,50 /Z"QC. � .�', � � -►. � AID Curb � v *15 4 bars an/?'4.C. t? + / 5 hors � G D.C. t G�VSTf�UCT Curb Q'`h c Gutfer �� \ti5 bons /2 O.C. C" 5! 7 19 INDrb C-utter(5ee profile . / Golfer b Ex�sf�n9 SECTION Ws shf e See 5ht 1 o O BEGIN Curb exponslan •poi ,t ___ -- _ SECTION E—E or Garb utter defa�/ '� `� � l7utter I/2 = 1 -0 f 9 ! C, O MEET ex�s . 1/2" - 1' o" SECTION G G - -- - - w' cR ns curb fitter _ -- I/2 - I�-0 REMOVE e DISPO5E '4. �,� Exis l ing .5"t oper7fn in curb Sfra.59� 6 .� 9 • r X/ I W e �'/in curb u Iter �v alt• �tr�d cul-off wall as Ir,lef COA157-RUCT Curb Gutter DD T born lop face re�nf orcinq �� ► B Tronsi/ion �101al 2) o f top slob showr'f.'shown ondos directed ��- (See profi/e this Sht SeeE ,� C !'� 5h t 5 or curb€ utter dE'fv�/ �� - by the E q;neer. E 1 _,Lfor � t r'cvl *5 t�'rs p 6 C. , YP *4 bars Ig 1/0.C. ?INSTALL C/earancs S � � _'_`� -- � VE � DISPOSE � ` � / _ exisfirncy curb utter morhers r S.P. ?06 5 ��- 181 A ---- - - � e � as shown � as irected arrpd vs d recfeod by the &- ineer- totol.3 BEU/N Inlet Trons. B by the Engineer. ` 1 . �' -0 ADD 4 b ars X•�-9 I • � ( END R,CP RQdueer � 1'1�/STi4LL �i0" to �!5" Ec�cen Eric � 0: 1¢ ' h-tol �> J' el r � � OTE: isfiny 5eKvr No hok fi�� l' typ ' �i-o f ecf irk ,o/a►ce,1 I P.C.P Reducer-300049 ('See .0 4 ,�0 SEE pIQ n ata. 59f.9P.63 Shf 3 nor profile 5 born C� 6 .C. (type pr ale or, 1�E4/N �'C.P. Red _ _ _ ' 5hl� or97 , A.TS.F END 4S ''RCP, IJ�ISTALL 45 R.C./?ti,5GOd D - #4 bars /2'O.G. (typ� Q/eva/Vons Roilwq spur C 3 / o rn7fv-ovament y _ (See .5ht fbr p on fpr fi/e) ( ADD 4 bars (Toto/ 2> 5 burs C� 619 C. CanSf O%nt (t > R Vp • Pro cf in /o J a � to �' ` , ENLARGED PLAN — s=o.a,¢ 4 barsna /2 OC. s . - 4100e dll,5� zG 87' 5 bars �/2 �O.C• T burs (o"O.C. 8" �ADID -4,'6 barho X ' `� i around Q po�sa/ P ,o �t t 2 k m VC. ' . E SECTION F— F d h � ,�-� PLAN file Q ; � 2 TYP• MANHOLE STRUCTURE ' -- -000 . Exist• cu►-b 1/2' = 1 -0 ADD 04 burs X e l 9 "(tola/ ¢> Ex��t. curb .O .r, - _ - � batt. /6"0.C. CONSTRUCT Ouf/ef 51rucf ure Pro file Grade 4`5 bars 6'OC. G as shown -� Sae plan � pro f'i'le 1116 �- —•_-. __---- _,- _ .. ---- - -- 1116 IiVSTALL Manhole Fr4mQ � f?I. / on 5ht� for a%vofions. 7 • ///6.35 PROFILE 01 Co per- S.P, /4,88 a rJvsrALL Drop StepHoriz. 111 10' — — Vert. i" = 2' per S P• /4 7 Yerfk-o !B 12 T./7 19751 5pocing /6 maxinw n Eley. IIZO.70 h i OwSTRUCT Curb Gutter F I Sett ro i/e this shPef Sem � _ _ _ ��E �'m�ro vem r;f Im F ( f f MIS • / �s o, D /65l W NO /44W V 5T .i �i RCP /.�5Q0 + � � � o � � � � Skit 5 fA►' curb f gutter detoil> o �, -.1k � I � f T ;ca/ pofh eh4's Q r O YP ai >~ rm ,-ov2m n ,400 ;04-,bo,- 45190.04000 ..Flow I •�=Ct/476 /// .70 h O /6 FL Z. / --- Z ADD *4,00,-6 L N _ ae shown foto/P) ~- 11 24 R.C.R —-- -- • `h Eley //2.70 • ELEVATION M AD 4 or hdo x N t,, D b ps roc PLAN ----- - -- -- - -- h 0 t• I around pipe (fotol eJ - o, INLET STRUCTURE _ .__._ ____-- 1510. 59 44.63 OUTLET_ STRUCTURE K F.L. !!/6.45 ____ __ __ _ -___.._---U------ ---- C/ewlo L AO • LOOKING DOWNSTREAM �4 bor5 9,bC �� ( ____ 1/2'� = I'-0" II) - 4 : a is•,. -so. i .� r Tror�s /a iA�l IXt t Sly Dw a O 04 burs P 16C. M �, I /_6 c'-0 pev" t p No. : 20(0 � e 6b x �► L�ISTALL 60 to 45 ( Pro i/e Stondord p/Q!` /4T 14 8,40 /483 150 206 /-G t'-d` 4 -� 2'-49 �� Eccentric R.0-P Cjr e " , 4C5R.C.P. REVISI N v , o s SAN BERNARDIN i Reducer 34OOD . is Pat O COUNTY , . _.•. P1•o /e EK 11%5 , GV educe � MARX DATE DESCRIPTION BY FLOOD CONTROL DISTRICT l ,f (30 !� iD _ Ciro - e DEER CREEK SYSTEM ec/% IP l F�tv't .� - -- F.G.//1¢..59 11/4.70 1 `'t - s � PLACE 0.25 ' °' CLEVELAND A. C Pa v t _ +: *"CIE " ,: o'� ' p C 4 =49.0/4- y. v c.A E STORM DRAIN ` D P5"A.C, 4' / Y t• y o b �:� i ,, PROJECT ENGR. DRAWN BY: CHECKED BY: " b• *Ifbas C. v �ayFi'I/et �Y t � � � � '� + "�� #¢ bars a /�G O.C. � R.B.R./ R. B. W.S.G./D.F INLET AND OUTLET STRUCTURES `, DESIGNED Y• B 4 �"filfiet TYPICAL MANHOLESTRUCTURE * 4 9 b.C. � bGrrs :/ 4trirs rad O.C. an / VE :GPd , 9 4 bons OD/Io4OC, CHIEFPLAN 8r SECTIONS / RECOMMENDED BY: "` + I + DATE SCALE FILE N0. DRWG N0. ' SECTION A SECTION B SE TION C C , A _. - ____.._____ . .__..._.-_.--._- '--- . - ---_..-.--______ APPROVED BY: S SHOWN 1-505 1 1/2" = 1'-On 1/[u=.I+-Un ! ' 1/2n-. V-o" •' r ENGINEER A I . FLOOD CONTROL "' ° CONTRACT No. -74 Sht. 4 of /7 830 s &7-1-r sTa. PL-m-.a c) e;o-2 1 a SIS-4 eI` I�tz STZF� L3ETls.1L v SEE 4 -TYPE Z4-fZX cAr TE ! AN'�E PE TAT' TOT. 3 • _: TY1 Z4 -�ZX �1C7DC' C T�'TLAME C'CT.` iC SF GTO. A� T 1 MT- RS.Z OTT- A:Z .._._ _ PL. PE2 STATE 6T d. 1�t_Raw DTT- s.'L OTT-A.2 r l r �_ r., ap -�� to • ( ! �-rY�}4''c� , curt-13 LANE ( I _ I _ C„�P) 4•' _ Cut'C8 L\ht�E _ i a 0 41--+ _ - - .n V A V ic( , C i to ei @ t Z" o,c. 4 I Z" o.c.. _ 1 4 1 4, D •"y= "`' _�4TGH BA511�1 OPEN t N Gt i i PLAN PLAN ' 1 SCALE: 3/8"=i` SCALE:3/8 =1' I CATCH BASIN STA. 0+95 A j CATCH BASIN STA. 1 + 70.50 , B O v O i Z" ClllZ Q FACE I ' i ' V I I Vl t9 N OD N i do d) P[Lt'T"161`S SLS.TC 'It " ...�1�T6._ �1V >�f�<'C G3b1VO. t i a0 cJA. T21i�-1�. DEQ. 5T0. 20cm a - 0 N N +D :Ti4c:at W1E.L.o suotLT f�tt 0=T1i1L-SEC 'STATC �' BOLT TO WF 0 - STD. PL.la1-! D74- I Z 5¢GTIDN K-X O `N F QM OETb-A�- SEE STAT y� - . NOR�1AL 'CaL1T1't_m- cmm(k=)7- -Ta I .. CSG PP TET X "3 ON E21 STD- PL►aN O 74 tZ�'SECTt OC�`X`5+C 4 E P/�►N M hT A.L. . ' � 7 s i a s — — 1 C • '� \ ' N _ a IL r = o TYPICAL LOCAL DEPRESSION N _ 1 QV. i� 4 Z c � - o , rl SCALE E i OTt-H WAY° P NO S L dQ • T 4, • Et. to 4 •4 I • • • ' • ♦ • • • • , . A • • . .. ' R - • 0 •-4 VL IG. '0.`. _ v. - S ♦P F . s • s e N. �-T � I�" \i+�• - _. � r3o-rH WAKS 33'g' 8" 7'-3i8. b" 8" 9'- to�4• a•• to'- 534 a. 2Z'-4" ZZ'-4'` SECTION A-A SECTION C-C SCALE; 3/8��= I' SCALE : 3/8"= I� i • - CA,TC R 13 -.ivC: XT1-- - :CATCf-1 S>S.S I t3 +S Cts 15.TL _ FOR. t�CTA.\L 4SEE S.C301Si0. FOAL. DETAIL. SEE S. dONO. __. ._ :` 4 IZ`• O.C.'L�O['i-i WAYS GO.TfLA�JS. CSE STD. 2Acm6- , CO. T2AN5, DEPT• STD, 20Ceb \ 2'- Ow d4 •• Z'-4•' g•` s • 0' it .4on�4 x �4-d � - ' .� .� __--- - AUS 4 seA•-O } • ,' 3 tt TOT. 2 V a� TOT. Z 'r•_• -1 Z N « tj b ac Z.5' 2.C,as. . . v4 i+lV �' . 36 1Z.G•F'. �.� I 4 ® 1Zcs.C..0671I t 3 Rt �• .•e , •. �;, WAY'S ALt_ Si DES s . t I.! M *1 -Tyr!) ,,' i (TY P) • • I 1 #-4 ,Z"O•c. , , i INV i 8o-rH WAYS tNv. r30TH WA`!5 µ 1 Et_,IOZ4.4� •• F. C. D. Std. Piot = 147 a , • - o 4 •• : • . d - e • - , P 9 � Co. Trans. Dept. Std. = 206 a , 2066 . . _ - State Std. Pians = D74-12 , D77-A.2 , D77- 8.2 , D80- 2, D83-4 co �o Y RE ISI N ., .� 0 S SAN BERNARDINO COUNTY and d MARK DATE DESCRIPTION Y B .. .. FLOOD O N ,. •. ro � CO TROL DISTRICT .c.�rr�r�C�-cscs�uaL aA25 'N 2•`.a. ,z" TO CLEVELAND AVENUE CIaTC-H 1'.SAS1N . SECTION B B SECTION D D A = A SCALE: - SCALE: 3/4 - I 3/4 , PROJECT ENGR. DRAWN BY: CHECKED BY: {' Ilk e r tz C.J.M. H,R,V t CATCH BASIN DETAILS ,. BM Eo BY BY: TYPICAL LOCAL DEPRESSION CHIEF DESIGN NGI RSECTION ITAD OM D D/ PPROVED BY RECOMMENDED BY: HO 5986 �3Lr.� i . comm ENGINEERING CHIEF. 0 ATE DATE LE i SCA FILE NO. DRWG NO. •, AP ROV�[� B • APPROVED BY: AS SHOWN MI ION RMI ION R ATE FLOOD CONTROL ENGINEER \N160D0 CONTRACT No. 7408 Sht. 16 of 17 a ' i 1 w c3` M Ci r LT, rCLEV ELAI�ID pVV E 1 ' L MINI- STAMM STO. 1•LN.%-A C 6o-Z 1 - __ .:: . . ••� ., A'RS ` � �Qj� ? 'T � MaI:.E'C' E>"Ct5"T. Gi-�tpt� 1�V�L WC'C�1 . X► EDGIE OF OLtTLET STCZ.UCTVRE � �O � , ' ,/ IJWMI4 eX)!Sr CHANNEL — — — — —�---�- I -- Cii'='CsR.'rOE O� S��P'E Off= P.�4X '�""" a0 .� 0 „t sp s Etit"rE1�drST.' to T8.5 L-T• q- GL.EVELANZ AVE. OTA. 0+85•C. t 0 - 1 ., T _ •� \ E 1!1 M-IrIhlt*'OttC1NG, 12 PLAc.+E --- }-�-�—�--•�- -�-�-`-�- ''�" �"''''�'''''�"'' �� •; \ _5`C'A. O+ B 3.4'3 T Co. 7 4` L.T. �t • •, 4 tdJ 1 Qa" E b° 4TH W AKS (-T r' I 1 I I 1 it i I I I I I I -I �'dtL "STEP' L'S'�"rRtL 'SZ•I` �. -}---}•- N � A , M � �.\ It GLEV ELP.NL� AVE ,!W E. FE ELEV. 10 Z�.90 � � 0 , 1 1 ` �'� � ~ H�. I W • i 4.1 N p � I I - (TYI' M ti - A 1 + �L,Ow L.t�f� , \ \ o w n •' *L{, (3 I �y � � I TYPE Z4-IZX GRA'C'E FTCAME -v -v- 3 -------------- + u1 ;`Y LEv - I •�• vr•,ci;0'Toz 6 5 -a �. PFTs: 'STATE STD. PLAN1 0-7-T - 6.2 F 0-7-7-A,.7- MOTTO" O t PLAN _ �. SECTION E E SCALE, 3/8"=1` Z g,-�.. 3 �3'-5~ SCALE; 11 1 N tj t`tEMOVE FXC'ST. Ot�IC: >� 'S•CEEL. 1/2 = a B EXTENlO EX\3T. 2E\NFO�ZG\NG, _ - 2.., i �=4� CATCH BASIN STA. 1 +70.50PLAN i SCALE: 1/8"= II • N 4 X.: 3' E GO. TtLANJ5. CEPT. STM. ZOloa�• eQ Q '� __ �o� o -�\� SES NATE R.C.B. ' OUTLET STRUCTURE ± N 'STO. �1..l�N C0�4—{2•� 51=CTiOh1 ?C-X. � O �N O F O TACK W ELO SLIPPOI 'r -- d• r! W 11KOLT TO W.r ( - F�ESTO Rh TO tR ST' 'GQA DF f millo p u E�- N O • t0 t TL.G.8. 110 e i + w o n. v , • � •w • , • • • • •� . w• �OT� �A .7 i I � rr � • • p s r p .A • , ZI'-O'1 VARIES __ VARIES :_.. SECTION A - A : SECTION C - C SCALE: 3/8"=11 SCALE: 3/8"= 11 }tea i a GST H W AYS —SEE DETAIL PCsZ S. C30N0. GO. , TRANS. i7EPT STC . 20<e b : 1 • •n n - 4 if•O:G. 1 s N 7 VARIES jV s U u 4 ALL W AL%-S sN p 1 f 1'• 4,1 (TKP) -AO D 04 x 4`-O~"C'a't. I I� 6" R.C.P. \/ARIA$ti.E SLove ; i'.5 2.C.L�. � 4" • � 1' bt TaP TO -NtR+TGFi EXIST. . w � u s s "' n0 lf1. � fit' _ .�• •• - , • .s ' #SXG'-O`• TOT. 4 � -G..2 •#'q. To-r. 5 FCipC`.OTHE2 '�Z:��. 2Elt3�rG�1'�.C11.1C�_ • 5EE STATE STO. PI.Q.tS1 EL.IOZ4.ZS tt.1V. I N E:L, Ioz4.zS F. C.D. Std. Plat 147 �. Co. Trans. Dept. Std. • 2.06a , 206b _TI} • . • , '� • ' " � .s, . ,� : ' , . ° : �_.. tate Std. Plans D77- A.2 , D77- B.2 , 080-2 , D83-4 , D74-12 c. REVISIONS SAN BERNARDINO COUNTY 2=41• { l'- 10" MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT •�4 � I�/'O.G• 60TH WAYS. , S•1 4= G.. M 8.. CATCH r5ASIN . FOrr- OTH6IL• rZEiNF0MC-%,&1G1 I CLEVELAND AVENUE zCC STATL STM, PLA. .1*4 O SO-Z _ SECTION B-B SECTION D-D SCALE: 3/411=11 SCALE; I/2"= 11 PROJECT ENGR. DRAWN BY: CHECKED BY: V• CATCH BASIN DETAIL BY: R.C. B. OUTLET STRUCTURE DETAILS 6 IFF DE IGH GINCHIEF. DESIGN SECTION CO DE / PP OVED BY: RECOMMENDED BY: HO 5986 SSL RD. COMM_ ENGINEERING ATE CHIEF, 1 I DATE SCALE FILE NO. DRWG NO. P OVWCOMIWISSIONER Y : APPROVED BY: AS SHOWN L 0 ! T AT l I �Z V CONTRACT No. 7408 Sht. 17 of 17