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HomeMy WebLinkAbout1-127-01SAN BEF%.NAFtDlNlD COUNTY rlZANSP(:)R rA rIlON / FLOOD CONTROL Y FL�� C 1939 CALI FORNL� TI r m Z 0 I I N 0► 09j 9 DEPARTMENT PLANS FOR CONSTRUCTION ON ENGLISH CHANNEL FROM 400 FT. E. PEYTON DR. TO CONFLUENCE WITH CARBON CANYON CHANNEL CARBON CANYON CHANNEL FROM 830 FT. E. OF PEYTON DR. TO CONFLUENCE WITH ENGLISH CHANNEL CHINO HILLS AREA WORK ORDER NO. FO 1312 FlILE NO. 1-1 14-IB & 1-127-IA LOCATION MAP INDEX OF SHEETS SHEET NO. 1 TITLE SHEET 2&3 PLAN & PROFILE 4 TYPICAL SECTIONS & DETAILS 5 CHAIN LINK FENCE & GATE DETAILS THE FOLLOWING SPECIAL DRAWINGS & COUNTY STANDARDS ARE ATTACHED TO THE SPECIAL PROVISIONS: SPEC. DWG. I A.C. PAVING DETAIL SPEC. DWG. II STAKING 15 GAL. TREE SPEC. DWG. III SWALE DETAIL SPEC. DWG. IV MANHOLE FRAME & COVER STD. 117 STD. 205 STD. 208B (MODIFIED) S.P. 167 S.P. 183—A LIST OF ABBREVIATIONS: C.L.: CHAIN LINK A.C.: ASPHALT CONCRETE A.B.: AGGREGATE BASE R/W: RIGHT OF WAY TO BE SUPPLEMENTED BY THE FOLLOWING CALTRANS STANDARD PLANS DATED JULY, 1992: B3-1 1 A62D THIS PROJECT REQUIRES A CLASS "A" OR C12 CONTRACTOR'S LICENSE. SAN BERNARDINO COUNTY APPROVED BY: � 0, ,)" FLOOD CONTROL ENGINEER 4/1slq/ ulI C ` d, m I I g w Ll- LENGTH OF PROJECT: 1650 L.F. 1-127-1 I OF 5 SAN BEIZNARDINID COUNTY TRANSPORTATION / FLOOD CONTROL "If F L >000A �cwl �o� CAI, I FW�' �l r m Z 0 G DEPARTMENT PLANS FOR CONSTRUCTION ON ENGLISH CHANNEL FROM 400 Ff. E. PEYTON DR. TO CONFLUENCE WITH CARBON CANYON CHANNEL CARBON CANYON CHANNEL FROM 830 FT. E. OF PEYTON DR. TO CONFLUENCE WITH ENGLISH CHANNEL CHINO HILLS AREA WORK ORDER NO. FO 1312 FILE NO. 1-1 14-IB & 1-127-IA LOCATION MAP INDEX OF SHEETS SHEET NO. 1 TITLE SHEET 2&3 PLAN & PROFILE 4 TYPICAL SECTIONS & DETAILS 5 CHAIN LINK FENCE & GATE DETAILS THE FOLLOWING SPECIAL DRAWINGS & COUNTY STANDARDS ARE ATTACHED TO THE SPECIAL PROVISIONS: SPEC. DWG. I A.C. PAVING DETAIL SPEC. DWG. II STAKING 15 GAL. TREE SPEC. DWG. III SWALE DETAIL SPEC. DWG. IV MANHOLE FRAME & COVER STD. 117 STD. 205 STD. 208B (MODIFIED) S.P. 167 S.P. 183-A LIST OF ABBREVIATIONS: C.L.: CHAIN LINK A.C.: ASPHALT CONCRETE A.B.: AGGREGATE BASE R/W: RIGHT OF WAY TO BE SUPPLEMENTED BY THE FOLLOWING CALTRANS STANDARD PLANS DATED JULY, 1992: 133-1 1 A62D THIS PROJECT REQUIRES A CLASS "A' OR C12 CONTRACTOR'S LICENSE. SAN BERNARDINO COUNTY APPROVED BY: a '"4A FLOOD CONTROL ENGINEER 4/ts/q/ g L J L� LENGTH OF PROJECT: 1650 L.F. 1-127-1 1 OF 5 � � i . . 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I--,' 1__� \ ", 11 \ "I I . , , � , -WALL (in PER TYPICAL DETAIL, SHT 4. 0 Lp 30 0 42* 50' 58�' PLACE 3' DEEP BOULDERS. - (ROCK TO BE ACQUIRED FROM SHT. 3). . 29 28 27 26 25 24 23 22 21 20 1 � GRAND TOTAL: 24,232 C.Y. EXC. 1,VEcW ALl&PJf41EAl'r v L GA-m FLAC-F-0 L a: . aw u: � _j J z w �_ uj _j GRAND TOTAL: 775 C.Y. EMB. ui ACRO'55 ACCrESS ROAP U Z:� < u, 0 Lo :� b < C3 3: - BEGIN PROJECT �_ 0 < m 2 C5 UJ A -r STA. ?-9+-?-O. z----- ST'A'.1�7+80± TO STA 29j;.W CONSTR,6LOT 6' HI L..6�.NCE < - im- z uj * 0 0 N_ I T . �_ _j u 0 Ln :D ti bj x 11 11 - 'ji �lt cq 0 z ... \ I M u - - �b �_: �_: ol V) V) m 6 x x � � .-- L9 ?_ 0 -+ 2 r. STA. 19-i-88.00 Z ENGLISH CHANNEL. BEGIN TRANSITIO ___­ - -1- ._�� n�.r�, Lu_ul L Ln �_: 0� 1_� - - �- �n 3� 3:(n o L � D ;txlx Ln) ��LLJ!±� STA. 29+20 �-LK,4.�L-FAILZ), 0. ur-N I LIN GRADE). "A-42: - ;p Q;p A m.;,.1 -r V. PLACE 4' DEEP CONCRETED -ROCK 0 P-0+2 5 .-- :A -Z DETAIL, STA. 191819.88 BEGIN CONCRETED ROCK /7111 ...w SHT. 4, @ 200' O.C. (TYP.) SLOPE PROTECTION. MEET EXISTING 0-7-7 TION. I 0 �,A 57A ,20+50 INSTALLRO _4'v-3'-A5,' I . --- tv_N CLEAR0LrT.kJd.T5:A�FFlC_ 4KA-rE ,(VN 0 ET EXISTING SLOPE PROTECTION STA. 23+00.00 4�0 L. F. P-4 c . ro C-RANNEL / * .01 I . � I bIBO 1-> ;:� PER TYPICAL SECTION, END TRANSITION. EXISTING ROCK -SLOPE PROTECTION �A .�l � � co , . , I 0 SHT. 4. lk TO BE REMOVED. ,�. , �. 1. .. I I b, . - 0 k _____ ;�, - y \ \ �'. . . 100 , 1 90 , L), r��_ 00 . to I PROTECT EXISTING 6' Hl------," ­ I � - I � I 11 ., 11 __� 0 0 - I � 0 ;�"N I C.L. FENCE IN PLACE. � .01 ­�. � . .� . . I . . z 0 I., �� 'I- ___ --I- _� I LA 0 .. 11 .1 . __ I � � I __ I . . . z - I.' . I I I :� 0 \ ____� . 'REMOVE EXISTING FENCE AS z AREA NOT TO NGINEER. � BE DISTURBED. uj . � u z � Li _j . L� w L�: m uj I 0 Ll: 0 1 _j T _j uj U �_ Ld 0 ci ui 7 � C) �: 6 u Er uj ui z ti . �- L, m w - LLJ li� L�p ;t�� �lp p p Mp ul Ow (f) SC U) z K c'n LLI LOW V) 0 V) V) C5 V) - DLLI L'i LLJ5-< ox - R 5z 5-< 5< zlg� Q p 0 5< 0, w CE LL, Z Lj �� LJ Lo LLJ - �-, R- �� W LLJ �� - X IT, a:� � F___ LJ- LLI�� PLANT IN NATURALIZED CLUMPS AND RANDOMLY SCATTER 0 8' (MIN.) SPACING, 10 GAL. (MIN . ) EA., THE FOLLOWING TREES: 20-ARROYO WILLOW 20-BLACK WILLOW 20-SANDBAR WILLOW 20-RED WILLOW (PLACE A MINIMUM OF 20 TREES IN NNEL.) L.jmv I %.fo Vv%.#I,%FN REMOVE EXISTING FENCE AS DESIGNATED BY THE ENGINEER. PLACE 0.25' TYPE B A.C. OVER 0.35' CLASS 2 A.B. ACCESS ROAD. COUNTY STD. 117. 4� A R L T (D 9'0 1'1 4" 400' 62.98' 31.55' (D 23*05'09" 400' 161.17' 81.69' 0) 9*57'01" 600' 104.20' 52.23' (4) 1 1'42'54!' . 600' 122.68' � 61.55' �_ z Lu m 3: m D 0 bi z It � V) 0 D � uj _j u_j of u L �_ ui > Lu Q: 0 af D z �_ En Lu COUNTY OF SAN BERNARDINO TRANSPORTATION / FLOOD CONTROL DEPARTMENT DRAWN BY I DESIGNED BY I PROJ. ENGR. M.DB. E.S.R. P .H.W. - ENG SUBMI i - Y I / / FROM 400' E. OF PEYTON DR. 44 , __ /� - _' ! -.,,.I � . q,6 TO CONFLUENCE WITH CHIEF nmno, rin ... r7ER --<-_ / DATE RECOMMENDED /APPROVED BY I I , 1 , I , ,_,)__l__ \�'. )" ,,-'t- -I- -: , -,, CHINO HILLS AREA ASST. FLOOD CONTROL ENGINEER DATE . F.B. REF. W. 0. N 0. I SCALE SHT. NO. TOT. SHTIS. 4, (a . - � � - ,V[5/q� 400/ FLOOD CONTROL ENGINEER DATE 1210-1214 F01312 1 - = 40' 2 1 5 1-127-1 / 2 - 5 i i . - .- -- - b__. __ , _. - Iy -. _ __;.._ _ -_ __ ___._;.. _. ... -_ _...__...._. ____-_- _ 1 - Qi _. _ 1 1. I I __ _. _ --. _ __ _ i 1 -_: - L._ -..._. 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HORIZ 1 =40 : „� Y __ _ __ .__ __ _ _.. __._ i _._ . __. _ _ _. _ __ _ . _ __._--_-_�_ w.. __ __,, __ l VERT 1 4 _ _.:: .... ( _ .. _ _- _. , _ t: _ 21 CU. EXC. 209 8 310 494 501 503 720 136 YDS. EMB. 168 457 601 399 399 486 350 18 49 48 47 4Fi _ ) A A A Z A n .. . CURVE DATA ® R L T /_ 12-12-35' 600' 127.66' 64.17' © T 24'07" 1250' 161.49' 80.86' O7 T24'07" 1150' 148.57' 74.39' ® 4T05'47" 425' 349.34' 185.22' O9 34.20'33" 545' 333.94' 172.40' 10 25.30'00" 600' 267.04' 135.77' PROPOSED CONCRETE ROCK w SLOPE PROTECTION O oD a o '� E o CD O H J +-' ro PROPOSED A.C. p �- EXISTING �M 0) z PAVEMENT �� Q- GROUND - - _- i mum w o (A- CARBON CANYON 685 tios 680 - - - �� 5' 0% �� 675 �ti�� 6� ��• � J 670 R W / INSTALL 50 L.F. OF 24" R.C.P. (1000D, CLASS II) LATERAL " 6" PROFILE SCALE: 1" = 20' IY w �a- ao o UDzcV •I- ��oo o FLI-�a� • PROPOSED CONCRETE ROCK O� +o U Z in`� iD 5 - w o SLOPE PROTECTION PROPOSED A.C. cv_ - '`' I m �` Z PAVEMENT Q rn V% Z O o z Q z o zO�QOg O W a- �6'� H� I.n In WUc(n U� �''\\� � or- a �-o i9 EXISTING V O�0 OF G� CARBON CANYON I - 2 ,p - GROUND � �0 p1 �O�OQ �* �� z F - 685 0� .<n w — — m 680 In - �� �� 675 ro �r1 s=1.5� SO ,,1. �O � 670 /� R W INSTALL 44 L.F. OF 36 R.C.P. (1000D, CLASS II) LATERAL "C" PROFILE - "_ I_ I- - r \ Z Z Z Z w , w w w 0 �\ 7 Z m � m D z z 7 Z O O Z `^V` ' I y } } �/ [ �O \\ \\ L j 3 W L ON W �/ w � _-� �, A ` X `�` ��5 \ PLACE CONCRETED ROCK ` \ � INL� ` EXISTING ROCK SLOPE L \ �' PROTECTION. (PROTECT SLOPE PROTECTION 3 - '` \ \ \ h' PER TYPICAL SECTION,-- -^ --i `\ \ \ \ \ ,� ` IN PLACE). SHT. 4. ; � �J nn \ \ \ "6� s64'4 \ � EXISTING FENCE. J� j '7� (PROTECT IN PLACE). 1 V \ \\ STA. 19+80 (ENGLISH CHNL.) TO f=,;z TM " < ' 1 \ \ \ o> ,. STA. 48+00.00 ;�..- \ \ O\ STA. 48+68.41 (CARBON CYN. CHNL.), I , ""/ :, \ \ 5 GRADE & PAVE A.C. D/W (W=40') CONSTRUCT CHAIN LINK FENCE r' t \ * \ ` INSTALL DOUBLE DRIVE GATE (W=20') (CL-6) PER DETAILS, SHT. 5.'� 12E rrar; tur,t� ,ra '',''ti, PLACE 0.25' TYPE B A.C. \ co \ ,� PER DETAILS, SHT- 5. `�, I OF ti'j� R i� tirratiati u�a �:� \. i . OVER 0.35' CLASS 2 A.B. � \ \ h 6> \ c� \ ) I `, , t, r,I ;. ! ACCESS ROAD. s. \ ^� o� z, ,.;i. o I t, ;f , , , \ \ END PROJECT � �;k . b ti 4�', � \ ' ` �e9 � STA. 48+68.41 z Iz �� z ~� I S6 Mo> - F CARBON CANYON CHANNEL + :- .y --- -ti -� ` _ . - DELETI?O \ \ \.: 4"E Q \ g0 �. END TRANSITION A.C. PAVING, A.C. DIKE r` ~ ' STA 42+00.00 �o , s7 ` & MEET EXISTING CUT-OFF WALL. SEE + z N� ��°° No E A<<� � I - � 5 SPECIAL DWG. I FOR A.C. PAVING, ( Q C9 i�' v�.t7r i�AYS INSTALL 44 L.F. 36" R.C.P. (SEE LATERAL C", PROFILE ABOVE.) 35 � o A.C. DIKE, FENCING, & OTHER DETAILS c i m , IN THE SPECIAL PROVISIONS CONSTRUCT 4 L.F. SECTION THRU STORM DRAIN CLEANOUT CONSTRUCT 3'X3'X6 HI (I.D.) �# (FLOWS TO ISACK5106 OF 24" R.C.P. STORM DRAIN CLEANOUT PER 0 ® S=0.02 PER (MODIFlED) 2 FACE of pQAIN VARIES 0 \EXIST- AI EF VALVE \� - SAN BERNARDINO COUNTY STD. t S.P. 183-A. 08B AS MODIFIED PER DETAIL CLEAN OUT) ` (P�DTE IN -PLACE) w ABOVE. CONNECT TO CHANNEL -_ 40 EXISTING BOULDERS TO BE RELOCATED O 0 o PER SP 183-A. o Lei FOR USE ON ENGLISH CHANNEL ,G.,c" -1 o Y STA 28+70 TO STA 29+20 1 r h SCALE: 1"= 20' cV U + O STA. 43+00 � - � �`` i � � � . - 3 / 8 Q DO z + b �Q END TRANSITION. 678.80 j / � � � _ - Q IQ• w N m Z PLACE 4' DEEP CONCRETED -ROCK L Pi°- I - / / �' � 0"' _ � '- �N w R / W BOTTOM CONTROL PER DETAIL, SHT. 4 ® 200' O.C. (TYP.) PLACE A.C. DIKE PER - SAN BERNARDINO COUNTY �' U� o x /. Z / �' _.'r� _ ''� .- - - m 6l5 .. / _ - - ` - \ STD. 1 17. -,, ,ao / � 685 � �� j co N Q •__ / ; - - —� - . _ _ ._.�h - 68�� --- ► -tea --� GRADE TO - DRAI��� -� °�o Q ��. 6�0 - j / — - — - —� - t-' ...: �. ._.- o� �- , i : _ / _ R EXIST. 16" WATERLINE n -- - ;k '"' - -, , / q o 0 �— PROTECT -IN -PLACE 0 .. __ . -- - _: ,_ _. _ --- �- - o -� --- _ . _ JECT _ /� -- _ _ 'Z* 660 . °_' ��� od o © o0 - _ . �o .. .- _. �, � 685 STA. 41 +85.00f CARBON CANYON CHANNEL `, �:�'Y�\' 680 - 49 — s7t •os 48 - - 7T78-- - - 0 ° oo .- °off + oho . o �7 00 98�- ! 1; ' MEET EXISTING ROCK SLOPE �. T PROTECTION & EGIN TRANSITI L. - 4e" F. L. _ --�- ---- _ _ _ __ _... ._ b��i � - �� . - - - 4b __ r_ . _ , '� ,- --- - -- -- 4 U - 4 r- -' - - ..-- T BEGIN 15' WIDEBACCESS ROADO& * �! `x " : 6j g-- ___- —._ - ---� - _ I- - ' w _ - A.C. DIKE (MEET EXISTING GRADE) _ o- 0) --6 _ -. _. - _ , _. _. : pp _ __._ - -- - — — __--- - . �- 6 7 oDo . REMOVE & R OCAT XI TIN � �'-- G _ U \' �� a --- s8p ,_g7 _ Q _ o000 ooa O _..-_.. o _. O - 0o - O 1 .' �N C L FENCE TOL R/WEL NESAS DESI Y THE ENGINEER. G43Etpp6 m __ - - _- - _ �- -- - oo� cOoO QQoQ. I :. O O f . ,' . .... . , 74_$6 F: . } ., .' _ �- - ` , { DE GG a. G� ... $ W STA. ^^ _,. - Ez�: m Q r r I I � � r N r r I I r r O Z w L_ B.M.#T-6: CHIZ ON N.W. COR CONC. HEAD WA LL ON E. SIDE CARBON CANYON CHAN. JOG IN F.C.D. R/W +1000, W. OF BLUE B ELL DR. ELEV.: 674.87 GRAND TOTAL: 3091 C.Y. EXC. GRAND TOTAL: 2878 C.Y. EMB. CORRECTION S 1i .�v6+ CAw I( L RESIDENT ENGINEER DATE „* . ,..... , ..... . , .: N COUNTY OF SAN BERNARDINO CANYON CHANNEB !' --� d INSTALL 50 L.F. 24" R.C.P, `J "B" OPENING. 201 CU RB OPENING. 2p TRANSPORTATION / FLOOD CONTROL DEPARTMENT Iq ,' + Q (S ERAL P OFILE m In S L0 � o -� - __ -t° -' STA 44 + 0 AB OVE�TCONNECT�TORCHANNEL DRAWN BY M.DB. DESIGNED BY E.S.R. PROJ. ENGR. P.H.W. CARBON CANYON BEGIN,. A.C. D ° Z I PER SP 183-A. + o � �. �' I" R/W Q, . �� STA. 44+50.00 - __ ! 't . - GRADE �a & PAVE A.C. D/W (W=40') STA 44+ .00 03' NEW CI+AIN LINK M.E 6 TREES TO BE REMOVED. BMITTE FILL LOW AREAS � � GRADE TO DRAIN. SEE � ' END A.C. DI E. �' ALlQiNMEWT n q / � / C HAN N E L TO DRAIN. V' SWALE DETAIL, SPEC. DWG. III. FROM 800' E. OF PEYTON DR. XISTING BLK. WALL �(0 \ CONSTRUCT CHOAINT LINK? FENCE CHIEF DESIGN ENGINEER PATE NO C.L.F. REQUIRED K' -JOIN EXISTING 24" R.C.P. � (CL-6) PER DETAIL, SHT. 5. BASIS OF BEARING: RECOMMENDED /APPROVED 6Y TO CONFLUENCE WITH Z Q WITH CONC. COLLAR PER ENGLISH CHANNEL STA. 48+35.5 TO STA. 49+16 Q 3 3 i� CENTERLINE OF PEYTON DRIVE. (CLCONSTRUCT CHAIN LINK FENCE J J S.P. 167 ® STA. 47+42.13. �� b w P I e �) LL (RECORDED 16E NG NO'22�12' ERED. T1 ^``� �ti I I� � CHIN HILLS AREA -6) PER DETAIL, SHT. 5. m m I- L/' 11 �I J ASST. FLOOD CONTROL ENGINEER DATE �^ '�^ �-- EXISTING 24" R.C.P. �� " " PER TRACT 8984, M.B. 126/44). IJJ 4 5 (� F.B. REF. W.O. N0. SCALE SHT. N0. TOT. SHT'S. Zw mX Zw PROTECT -IN -PLACE wX SCALE: 1" =40' ;X oX V?in Q, . DI'4� 400 w... �_ mw ww FLOOD CONTROL ENGINEER DATE 1210- 214 F0131 1 1" = 40' 3 5 1-127-1 / 3-5 r m O R/W 50' MIN. - 103.67' MAX. PROTECT TREES, PLANTS, BIRDS, OTHER 45' WILDLIFE, AND AQUATIC RESOURCES. �i' � VARIES (0'-15'f) 25'f TO 45' MAX. VARIES MITIGATION AREA �i II MIN. I(SEE PLAN) 0� I o UNDISTURBED I I - EXISTING GROUND DAYLIGHT POINT 13' zw 26' MAINTAINED AREA 13' EXISTING TOP OF CHANNEL (LEVEE) = TOP OF A.C. GRADE 5 o a- QUO QF, op 000 GAP ------------- n ------ Ob' PLANT TREES AS SHOWN ON PLAN AND AS DIRECTED BY 1:1 (TYP) `14 THE ENGINEER. (SEE SPEC. DWG. II) CONCRETED ROCK BOTTOM CONTROLS OR CUT-OFF WALL (SEE SHT. 2 FOR LOCATIONS. SEE RIGHT FOR DETAILS). N TYPICAL SECTION STA. 23+00.00 TO ' STA. 29+00.00 ENGLISH CHANNEL NORTH LEVEE 15' 12.7' I 15' R/W T.R.E. (SEE PLAN) 1 4.3' --CONSTRUCT TYPE CL-6 C.L. FENCE PER DETAILS, SHT. 6.(STA. 27+80f TO STA. 29+80.) EXISTING GRADE 2.00% 3'- y ,o SLOPE 1.5:1 OR FLATTER TO MEET EXISTING. \%� PLACE A.C. DIKE PER SAN BERNARDINO COUNTY STD. 117 CONSTRUCT ACCESS ROAD 0.25' A.C. OVER 0.35' A.B. CONCRETED ROCK SLOPE PROTECTION. (LIGHT, METHOD A PLACEMENT.) MEET BACK OF CONCRETED -ROCK SLOPE PROTECTION (TYP.) / EXIST. FENCE R W (PROTECT IN W PLACE) R / VARIES IMP. 4.3' 50' 50' 37' 26' MAINTAINED AREA NORTH LEVEE VARIES MITIGATION AREA 13' 7.5'-13' 15' 2.7' 15' (SEE PLAN) EXISTING GRADE Y VARIES 0'-14'f WIDTH VARIES (20.5'-49' TRANSITION) 0 DAYLIGHT POINT TEXISTING GRADE ,o TOP OF CHANNEL (LEVEE) = TOP OF A.C. 2.00% UNDISTURBED / ' / �� - - - - ' - ' EXISTING GROUND \ ���j. _ _ _ _ - - - - - - - 5 3, �P o , z SLOPE 1.5:1 SLOPE VARIES - o '� �,/ �. \j/\ - - - - � � � g• o �� �� OR FLATTER TO MEET EXISTING - - - - 00 00 00 � 00 o OD I PLACE A.C. DIKE j - ----- --�' PER SAN BERNARDINO COUNTY STD. 117 PLANT TREES a (SEE SPEC. '71 ACCESS ROAD a_N v DWG. II) N 0.25' A.C. OVER 0.35' A.B. 1:1 (TYP) CONCRETED ROCK SLOPE PROTECTION. CONCRETED ROCK BOTTOM CONTROLS (SEE SHT. 2 FOR (LIGHT, METHOD A PLACEMENT.) LOCATIONS. SEE RIGHT FOR DETAILS). MEET BACK OF CONCRETED -ROCK SLOPE PROTECTION (TYP.) R/W CONSTRUCT CHAIN LINK FENCE (CL-6) PER PLAN, SHT. 2 & DETAILS, SHT. 5. PLACE A.C. DIKE ----__ PER SAN BERNARDINO COUNTY STD. 117 SLOPE 1.5:1 TO MEET-_ EXISTING OR FLATTER (SEE ALSO SPEC. DWG. 1) 50.58' MIN.-136.72' MAX. VARIES I 15' 2.7' 15' ACCESS ROAD 0.25' A.C. OVER 0.35' A.B. (SEE ALSO SPEC. DWG. 1) CONCRETED -ROCK SLOPE PROTECTION (LIGHT, METHOD A PLACEMENT). r MEET BACK OF R.S.P. (TYP.) PROTECTION (LIGHT METHOD A PLACEMENT). TYPICAL SECTION STA. 19+80.00 TO STA. 23+00.00 ENGLISH CHANNEL IMP. 13, 13' 80, 15' R/W 7' 15' VARIES SEE PLAN TOP OF CHANNEL LEVEE = TOP OF A.C. ���° 2.00% 3 5 5' 3' �151 ,7 o Q c1 p � o �0\ I 11= N 01- O ctT� - - 71:1 (TYP) CHANNEL INVERT `N EMBANKMENT EXIST. CHANNEL INVERT CONCRETED ROCK BOTTOM CONTROLS (SEE SHT. 2 FOR LOCATIONS. SEE RIGHT FOR DETAILS). TYPICAL SECTION CARBON CANYON CHANNEL STA. 41 +85.00 TO STA. 48+68.41 2' THK. CONCRETED -ROCK CUTOFF - WALL (LIGHT, METHOD A PLACEMENT) CONSTRUCT CHAIN LINK FENCE (CL-6) PER PLAN, SHT. 2 & DETAILS, SHT. 5. ISTING GRADE SLOPE 1.5:1 OR FLATTER TO MEET EXISTING - PLACE A.C. DIKE PER SAN BERNARDINO COUNTY STD. 117 ACCESS ROAD 0.25' A.C. OVER 0.35' A.B. (SEE ALSO SPEC. DWG. 1) CONCRETED -ROCK SLOPE PROTECTION (LIGHT, METHOD A PLACEMENT). TABLE 1 CHANNEL STATION L L1 L2 L3 L4 L5 L6 CARBON CYN 42+00 31.4' 15.7' 15.7' 2.7' 2.7' 13, 13' CARBON CYN 43+00 31.4' 15.7' 15.7' 2.7' 2.7' 13' 13' CARBON CYN 45+00 31.4' 15.7' 15.7' 2.7' 2.7' 13' 13' CARBON CYN 47+00 31.4' 15.7' 15.7' 2.7' 2.7' 13, 13' ENGLISH 2O+00 45.7' 30' 15.7' 5.7' 2.7' 24.3' 13' ENGLISH 22+00 60.7' 45' 15.7' 5.7' 2.7' 39.3' 13' ENGLISH 24+00 60.7' 45' 15.7' 5.7' 2.7' 39.3' 13, ENGLISH 26+00 1 60.7' 45' 15.7' 2.7' 2.7' 42.3' 13' ENGLISH 28+00 60.7' 45' 15.7' 5.7' 2.7' 39.3' 13' 2' BOTTOM CONTROL (LIGHT, METHOD B PLACEMENT.) BOTTOM CONTROL DETAIL ct IMP. (ENGLISH CHANNEL) 52.21' ® STA. 28+70 59.21' ® STA. 29+20 6.75' 7.21' STA. 29+20 33' ® STA. 28+70 12' ® 45.25' ® STA. 29+20 STA 28+70 0 22' + + ao rn N N 0 N O CL + w 0)A ® ® Q c, i 00 in cf) F 4/ O O 1.21' 34.31 ' ® STA. 28+70 Flo. O Z bi _J b- 26.81 ' ® STA. 29+20 15' 13' STA 28+70 6.31 ' 7.5' STA. 29+20 2.7' 3.6 10 cD 00 I� N + + 00 rn N N TOP OF CHANNEL(LEVEE) o = TOP OF A.C. @ @ Ln w O O 1.21' 4' 18.59' 0 STA. 28+70 48.42' ® STA. 28+70 20.10' ® STA. 28 70 13.34' ® STA. 29+201 60.67' 86.52' ® @ STA. STA. 29+20 12.60' ® STA. 29 28+70 20 86.02' ® STA. 29+20 CUTOFF WALL DETAIL NOTE: THIS DETAIL APPLIES TO ENGLISH CHANNEL ONLY AT STA.S 28+70 AND 29+20. `7NOIr 14 pr, ORRECTIONS RESIDENT ENGINEER DATE TYPICAL SECTIONS & DETAILS COUNTY OF SAN BERNARDINO TRANSPORTATION / FLOOD CONTROL DEPARTMENT DRAWN BY DESIGNED BY PROJ. ENGR. M.M. E.S.R. P.H.W. BMITTY ENGLISH & CARBON CHIEF DESIGN ENGINEER 3W CANYON CHANNELS ~ tic ',' :-,:;2 RECOMMENDED /APPROVED BY CHINO HILLS AREA .` ASST. FLOOD CONTROL ENGINEER DATE n -1� �i f '� Q� F.B. REF. W.O. NO. SCALE SHT. NO. TOT. SHT'S. U ►NGIN ER l 400/ FLOOD CONTROL ENGINEER DATE 1210-1214 F01312 NONE 4 5 1-127-1/4-5 10' — 0" Spacin IQ'- Q" Spacing Typical Rail and Truss Panel Typical Rail and Truss Panel End or Corner Post ine Post nom. dia. x 9'-011 std. I %of nom. dia. x 8'-0" std. Line Post 2 %2" golv. pipe with goly. cap goly. pipe with goly. cap 101- 0" Spacing 101— 011 Spacing Typical Roil and Truss Panel Typical Rail and Truss Panel Line Post Intermediate Post if �'• = a• I V. nom. dia. x 8'-0" std. Tension Bars 2 %2' nom. dia. x 91-011 std, Line Po t N v N = galy, pipe with gals. cap 3/1g X 3/4 If min.. goly. pipe with gals. cap 1 �' .;�•.' ��' I go. were tees ti + a g 7 o. s rin Steel �' x rYyx ! _ r ! / nom. dia. st ,•+ti II a. were ties �, 9 P 9 , 'ti x I� _ Y•Ot 12 o.C. " galy. pipe rail r ''•. •*,Y, at 12 o.c. tension wire with 4titi wire ties at 24"o.c. Yx •:: " I/ n m. dia. std. %. % ` 12 go. x I min. ,� Yr .� •` • ` a o �r rx'XII Y��.• , .• r"• x 3/ dia. Tension Rod . •`� goly. pipe roil at 16 rnax. o.c. ,xyx �r.} 13 '�' , :.: •. • • x ,. }��x,• �\, � x,.: :�:•r - _ - x '�Y Yr;.f;- with adjustable tightener ;,� •,r ti.•+ '� � ur •` f+� and fittings See note 7 o _� �`• II ga. wire ties g ( r +• r II a. wire ties x'Y' r ' r •� /,� r •'Y Tension Bar'' �' �" 9 r , _ \ +x f}'y• •,-f •' Y, ,c 'r,•Y . - (� •. J( ' •xrxr �/ lr. '*. • • X.:1 ,\~xxYl. .�••r•:• 3 3 'y x• •y •\ total 6 each •:•'�; }� Y (total 6 each x .'•. • . . v x /16 X /4 m i n.; x ,! ;; ( ; , x , • ,,x`.�:.n ti'' ' Y •+•+ Y r r r •Y Y +rx x post -equally spaced) r.r. :�\.`Y post -equally spaced) - +,';•,' ��,. : ,ti x 12 a. X I min. Y r Y rx' �' 'rh x rf ,�+ / �, ,\,• r 9 II x ', Y�r;,'Vx Y;� " �,�;;: :ti 7go. spring steel tension at 16 max. o.c. .r 2 Mesh 72 f: :' -2 Mesh, 72 f ; were with [Igo. wire ties -"•';• + v . • + .' rchain link fabric r ti' x`, ••�• •K chain link fabric at 24 o.c. "' .,�`�.,x�x x •. 1 i \ -�—� �- 1CL A✓ ' dia. Tension Rod I-' 1/ II Crown ;• N �- _ �' •I I• Intermediate Post to be �' 1/ Crown .•� ;°:. o with adjustable tightener .�� �.; with smooth ,,, , . I I , installed at not more than I I o with smooth '• 11.. and fittings (See note 7) o•�,• trowel finish •,L �, _ ►'�'. 1000' intervals . 'I Itrowel finish •I 1...� r� , ^ (typical) p o .'I I' • (typical) Note •,r,. _ ••°� II 11 a •1 1 12 d 1 a .+ . o r -❑- 16 d i o. o r -a- ., For corners, Typical Rail 12 dlo. or a and Truss Panel to join f t in both directions �16i1 dia. or -aTYPICAL 10'- 011 Spacing Typical Rail • •TrussPanel Gate •. st Line ••st 3`/�'nom. . • • std. galv. pipe with golv. cap .. �• •�� t•!7.•••11"I ww /• ••••••-7go. spring steel tension ties at 24 11 a, c % LL11 Clear Opening Varies 12 -oil to 26' - 0" I L 10'- 0" Spacing Tension Bars 3/16 " x 3/q m i n . I %4' nom. dia. std. gals. pipe stif fener ••ARIZ••__•�, Chain 5 Lock • •:•7• I��•••••'•••(t y • • x • • • i41',�:•i' -ti Typical Rail• • Truss Pon�41- Line Post Gate Post I n am. • I • • Is t • pipe with gaiv cap . •• • •••• • • Tension ' • • 'r••�►�•y ••.� •••�with • • • - tightener• ••� and fittings (See note 7) � F •,� II ga. wire ties (total 6 each ••; 1 •. Tie fabric to top-. — •. `. -Plunger Rod Catch •,1 I post -equally spaced) '.1 1': bottom and stiffener �. •I �" ••��• ••� I of frame with 11go. 111 12"dIa. or -a ° •I �' • "rn I I• Note: ,'� i'• wire ties at 12"0 C. 16"dia. or -0- -- _ Provide stops to hold gates open ;_�•, r i, • as directed by the Engineer • - Q Typical Rail and Truss Panel Clear Opening Typical Rail and Truss Panel I It Line Post Om. • • • Line Post Tension Bars Std golv. pipe 2 '/�' nom. dia. x 9'-0 std. 2 • golv. pipe with alv. pipe roil ��,� • • �s��•s,��•�s,� .•. �'� • �1 /i � ' � ems, �s.���s,s,� .•�i••i�' Cut -Out for ••• •� ' ••tip . " i ' if Y8 • • Tension Rod with adjustable tightener and fittings (See note 7) Fasten gate !catch to post • D <X^ • x ' r �x �x + )k �k• 211 Mesh, 7211 .x1.Y Y chain link fabric XK' tx + II • 1 � • 1/2 Crown ••1 i'. with smooth ,•� �• trowel finish •� (typical) O • s 12' I d i a. or 211 Mesh, 7211 • • } chain link fabric 1/2 Crown with smooth ..i 1 •. rowel finish • •� (t ypical) O . . 1211 dia. or -a O 1 = v . 1 v I N =N1 a f _� No N CORRECTIONS r RESIDENT ENGINEER DATE GENERAL NOTES PIPE MATERIAL LIST Nominal Diameter (Inches) Outside Diameter (Inches) Inside Diameter (Inches) Weight per Foot Lbs. 11/4 1.660 1.380 2.2-7 II/2 1.900 1.610 2.72 2 2.375 2.067 3.65 21/2 2.875 2.469 5.79 3 3.500 3.068 758 31/2 4.000 3.54 8 9.11 4 4.500 4.026 10.79 6 6.625 6.065 18.97 8 8.625 7.981 28.55 O Z J U. t I. All Chain Link fence materials, fittings and installation shall conform to e the lotest edition of the Deportment of Transportation Standard Specifications, Section 80, 11Fences" and this Special Drawing. 2. The fence fabric shall be placed on the outward facing side of the posts, stretched taut, and securely fastened, unless otherwise shown on the plans. 3. Clearance between right•of-woy and fence fabric shall be G" unless otherwise shown on the plans. 4. All gates shall open inward, except if otherwise noted in the special provisions. 5. All gate hinges shall be heavy duty malleable iron or steel, industrial service type 270 degree swing, non -removable, of approved quality and design, and shall be fastened from the inside. 6. Secure galvanized cap to post with i41 galvanized round head rivet, or tack weld. 7. Adjustable tightener shall be turnbuckle or equivalent, having a 611 minimum takeup. 8. Diameter size of Line, Intermediate, Corner, End and Gote Posts to be as shown on this Special Drawing. ° 9. All bolted hardware items shall. also be tack welded in such a manner as, to prevent removal by unauthorized individuals. 10. All fence fabric shall have a 12,' wide horizontally painted stripe along the center of the fabric. The paint shall be a reflective type orange or approved equal. After fence fabric has been painted, a sample of said paint shall be given to the San Bernardino Ccunty Flood Control District, Operations Division, along with the manufacturer's name and paint specifications. CHA IN LINK FENCE & GATE DETAILS COUNTY OF SM BERWDINO _ TRANSPORTATION / FLOOD CONTROL DEPARTMENT QRpF e�° s/pN DRAWN BY DESIGNED BY PROD. ENGR. NY J. � � F` M.D8. E.S.R. P.H.W. c ENGLISH & CARBON fi UBMITT �Y � No. 23852 �" 12-3' �' CANYON CHANNELS -7 9 CHIEF DESIGN ENGINEER � %P CIVIL �a� RECOMMENDED /APPROVED BY CHINO HILLS AREA OF CA1 �F�� 12 y - W &,, �.- _ 4 ASST. FLOOD CONTROL ENGINEER DATE F.B. REF. W,O NO. SCALE SHT. NO TOi. SHl S. FLOOD CONTROL ENGINEER D•I F01312 NONE cJ 5 1- 127-1/ 5-5