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HomeMy WebLinkAbout1-114-05SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION / FLOOD CONTROL PLANS FOR CONSTRUCTION ON CARBON CANYON CHANNEL CONCRETED --ROCK SLOPE PROTECTION CHINO, CALIFORNIA J Q00 �o a � Q 0 EDISON cr v 0 F� -off w z z PROJECTui EUCALYPTUS AVE u ERMINE DR. YELLOW — STON ERMINE DR M N w � m w p p HONEYSUCKLE DR BRYCE CT ZION co ¢ > u J HONEYSUCKLE AVE. DAISY m CYN D w CT QSS GP Gf n CT, m Cr J YOSEMITE ALDER F PL.m CT =�o ALDER PL. a � ma J Jo a a TULIP AVE p o X 'r o m CHANNE z w ¢ > J ALD PL. > w ° ¢ DYNEL AVE z w � DRIF WOOD a a m � m¢ z > in o a u u cr y p u 0 c n< } DRIFTWOOD ST. TUPELO O` o RD. GHAM = gUCKIN On R PROJECT LOCATION MAP NO SCALE 1"I w a INDEX OF SHEETS DRWG. I DRWG. 2 DRWG. 3 DRWG. 4 TITLE SHEET PLAN & PROFILE PLAN & PROFILE PLAN & PROFILE PLAN & PROFILE SAN BERNARDINO COUNTY 23115 I-UW-s/r-s E AS DIRECTED BY THE ENGINEER -r TYPICAL (SEA COMCRETED - ROCK TYPICAL CHANNEL SECT DfV ' Oftl THIS DR WG.) CONCRETED - RDCIf � � � . BOTTOM CCINTROL B,DTTOM CDIUTROL d a: - - cf} _PICk- �C - _ sumvvry l _ 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 VARIES VARIES VARIES VARIES Lq Lq BEGIN CONCRETED - RLXK _ (SEE PROFILE) (5EE PL AN) (SEE PLAN) (SEE PROFILE) SLOPE PROTECTION—STA.4D+DD *TDP DFEXISTI/UG CHANNEL IIVUERT EXPSTNG �� � DNSTRUCT a' DEEP CONCRETED -ROCK BOTTOM CONSOUTH LEVEE EMBAIU}1M1ENT NORTHTROL J� z E 4' DEEP SLDPE PROTECTION CUT-DFF WALLS AS SHOWN LEVEE ELEV. VARIES �� ELEV. VARIES F.C.D. RAW AS DIRECTED BY THE ENGINEER (SEE PROFILE DN THIS DRWG.) EXISTING CHAIN LINK FENCE �— - / (PROTECT IN PLACE) �J �, EXISTING 60" R.C.P SIDE DRAIN STA, \2 �. 5=0 �+ 'Zl� �� q L a 5-D" TOP OF EXISTING SOUTH LEVEE (PROTECT IN PLACE) �� ¢ 2 �; PLACE CONCRETED -ROCK TED -ROCK - J I CONCRETED ROCK SLOPE SLOPE PRDTECTIDN 4 4.DD ' SURUEU LINE (NB9.39'S9"Li) TOP DF EXISTING SDUTH LEVEE 0 4D+DO I076.03' SURVEY LINE -"a, (S B9' 36' D/" W ) 1�11 I F C. D. R /W 22' ± EL. 6b3.6D CONCRETED -ROCK --_ CUT-OFF WALL LIGHT CLASS ROCX , TDTAL CDNCAETE PEIVETAATIDN) �O VARIES (SEE PL A IU) BOTTOM CONTROL AROUND EXISTING 6D" R.C.P. AS DIRECTED THE ENGINEER —'� 2*'00 CONSTRUCT 95D+_LF OF CONCRETED -ROCK SLOPE PRDTECTIDN AS rti N i�'� SHDLJN E AS DIRECTED BY THE ENGINEER N STA. -4D+00 TO STA 49+50 `__�' - 3D'` (SEE T'VPICAL CHANNEL SECTIDIU DN THIS DRLJG •) ,r,� F.C.D. R/W� 7777-------- ----- - _i TOP � EXISTI/UG 4F�FF EXISTING CHAIN LINK FENCE (PROTECT IN PLACE SURU£Y L /NE VARIES (SEE PLAN) CUT-OFF WALL DETAIL (STA. 40 +00 a STA. 72 +70.90) N.T. S. SURUEU LINE CURVE DATA A= 31.07'DO" R= 756.43' T= 21D.62' L= 41D.B4' / 7' + EL. 6S 9.3D CDNS TRUC T 4' DEEP---' CONCRETED- ROCK BOTTOM CONTROL AT STA. 42+DO , 44+DD It ab+DD AS SHDW/U AND AS DIRECTED BY THE ENGINEER (SEE BOTTOM CDItJTRDL DETAIL DN THIS DRWa.) / ,TOP DF EXISTING NORTH LEUEE -CUT-OFF WALL EXCAUATIDN �• p- (TYP)CAL) BOTTOM CONTROL EACAVATIDIII ACCEPTABLE EDUIPMENT STORAGE AREA WITHIN FLOOD CONTROL DISTRICT R/W Off. rB>< C �� 2c ze h 9`r'o,\ \to \ 3S 4G ri PLACE CONCRETED-RDICK SLDPE PROTECTION AROUND EXISTING 3G" C.MP. AS DIRECTED BY THE ' PLANENGINEER - EXISTING 36"C.M.P. ___/ 1 II = 401 SIDE DRAIN N STA. 46.07 (PROTECT IN PLACE) BASIS OF BEARINGS THE BEARING OF N D•24' 15"E AS 5HOWN FDR THE CENTERLINE OF PIPELINE AVENUE ON PARCEL MAP NO.7614 FILED IN BOOK 7B, PAGES 84 AND BS OF PARCEL MAPS WAS USED AS THE BASIS DF BEARINGS FOR THIS PROJECT. PRDTECTIDN (LIGHT CLASS RDCK,METHDD B PLACEME(VT, ID" CONCRETE PENETRATION — TYPICAL) 'VARIES TDP OF EXISTING SOUTH LEVEE (SEE PROFILE) ELEV. VARIES EXISTINGI 1:1 (TVP.) CHANNEL a y INUERT �v v TYPICAL CHANNEL SECTION (STA.40tOO TO STA. 49+50) N.T.S. SURVEY L l/U£ VARIES VARIES (SEE PLAN) (SEE PLA(IJ) CDIUCRETED - RDCK �s W SLOPE PRDTECTIDN �2 Q (LIGHT CLASS ROCK, v� > j METHOD B PLACEMENT, MIN. ID" CONC. PE(VETRATIDIUN o TYPICAL) a 2/ zc_�Frpl. a A` Q NOTE TOP WIDTHS AND GRADES OF EXISTING LEVEES TO BE MAINTAINED AS IS DURING CDNSTRbCTlDN,EXfEPT AS REQUIRED TO PLACE CONCRETED-ROCIi SLDPE PRDTECTIDN, -S'- D � � CONCRETED - RDCK -` BOTTOM CONTROL (LIGHT CLASS ROCK TOTAL COMIC. PENETRATION) BOTTOM CONTROL DETAIL (STA. 42+00, 44+00, 46+00 &48+00 & 48+76) N.T S. CHANNEL SIDE SLOPE E XCAVATIDN TYPICAL VARIES (SEE PROFILE) ELEV. VARIES *TDP OF EXISTING /UDR TH LE VEE J �CHAIUNEL SIDE SLDPE EXCAUATIDN (TYPICAL) 5'-0" pE E 9 SIGN^ 6y4 ' BOTTOM CDIU T RDL £XCAVATIDN c r CALi REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT SAN ANTONIO CREEK SYSTEM PROJECT ENGR. DRAWN BY: DESIGNED BY: UN C 8 SUBMITTED BY: CMEF. ENGLfgERING DIVISION RECOMMENDED BY: SS LO�COI'111�11ENGINEER APPROVED BY: n %-,A_ _ 5L_�� FLOOD CONTROL ENGINEERE�NGGII�NtEER I CARBON CANYON CHANNEL PLAN & PROFILE STA. 39 + 0 0 TO STA.47+00 DATE I SCALE FILE NO. DRWG. NO. AS SHOWN 1-114 1 OF 4 �CDIUCAETED- RDCK--'- BOTTOM CDIUTRDL5 o N al � + - v cu � (q Ln� t-- " /'u PERCE ylu ul " ELLIIPTICAL CONC.tP/PE AND H CONCRETED- RDCh SLOPE �' '' OUTLET STRUCTURE , a � EXISTING CONCRETED-RDCN�� (PROTECT IN PLACE) PROTECTION (SEE TYPICAL n J SLOPE PROTECTION FROM CHANNEL SECTION DN DRWG. 1) \ 5 co STA. 49 + 50 TD ETA. 62 +32 EXISTING 24 "R.C.P. (PROTECT IN PLACE) Vi ( PROTECT I N PLACE) EXISTING C HAIIU LINK FENCE TOFEX/STIRIG DP (PROTECT_ ; SOUTy LEVFE_� IN PLACE) EXISTING CONCRETED 3 / ROCK BDTTDM CDIUTRDL (PRDTECT I IU PLACE) - - -� Fc.D. Riw +�W S(/RUE-y L//UE 48f00--- f CA - � � ------ T H LEAF 5 I6 / I — -- - - T I NCI 50U ' `—TDP OF EX15 +� c: _ter 2a' 1b If ---- __ -- % Q - , * ID ---- SURVEY LINE - --- 54+40 2 - _ - --- — 23' / XrSTNI/yG DRTH LEV F.C.D. R/W - __-- --i--� / \ !� LEVEE- �EXISTING CHAIN LINK EXISTING 36"C.M.P -- _ �` - XISTING NDRTN -- -" FENCE (PRDTECT IN PLACEi SIDE DRAINNSTA. 46+97 CDIUSTRUCT 4' DEEP CONCRETED -ROCK- / — 71 STOP OF E (PRDTECT IN PLACE) BOTTOM CONTROL AT STA.48+ODE 48+76 AS SNOWN AND AS DIRECTED BY THE ENGINEER (SEE f BDTTDM CONTROL DETAIL ON DRWG. !) / _ ___ --CONSTRUCT 4' DEEP CONCRETED -ROCK BOTTOM CONTA01 AT STA. 54+40 AS SHDWN It AS DIRECTED BY THE -- ENGR. (SEE BDTTDM CONTROL DETAIL ON THIS DRWG.) CONSTRUCT 4' DEEP CONCRETED -RDCN BOTTOM CDIYTAOL * TOP OF EXISTING AT STA. 51 +ID AS -CROWN d AS DIRECTED BY THE ENGR. EXISTING CONCRETED-RDCN � SURVEY L1NE SDUTH LEVEE (SEE BDTTDM CONTROL DETAIL ON THIS DRWG.) SURVEY LINE BDTTDM CDNTRDL (PROTECT IN PLACE) \� VARIES VARIES EXISTING 24" C.M.P. -- 16 ± 2 4 ± 23' =` I6 + (ENGINEER SHALL DETERMINE I -TDP DFEXISTING NDRTH LEVEE - _ - - - - - - ----- - - -- - ------ TOP OF EXISTING TOP OFEJ(tSTING SDUTH LEVEE IF PIPE IS TO BE PROTECTED NORTH LEVEE IN PLACE) �� %1 �ti EXISTING RDCK / -_- EL. 666.ID ���'� EL. 666.20 -`� Q* �� ( TOE (TYP) CONSTRUCT 4' DEEP CONCRETED - RDCK BDTTDM CONTROL AT STA. 57 + 15 AS SHOWN f AS DIRECTED BY THE ENGR. (SEE BDTTDM CDNTRDL DETAIL ON T141S DRWG.) EXISTI1UG CONCRETED -ROCK BOTTOM CONTROL (PROTECT IN PLACE) 1. NOTE ice, !rn 247412 I, TOP WIDTHS AND GRADES OF EXISTING ' LEVEES TO BE MAINTAINED AS IS DURING T0N.STRVCT1DN,f_XCEPT AS RE3UIRED q D PLACE CDNCRETED ROCH SLOPE PROTECTION. NS / `�P'b�\�/S`/ •r��`��'�QO I / MARK DATE REVI DIEOSCRIPTION BY SAN BERNARDINO COUNTY S' EXISTING CDNCRETED ��,� CUT-DFF WALL ��� CHANNEL SIDE SLD� FLOOD CONTROL DISTRICT �2 ROCK BDTTDM CONTROL EXCAYATIDN 3 r'= EXCAVATION (TYPICAL) SAN ANTONIO CREEK \ ��i�Q� J� (TYPICAL) (PROTECT IN PLACE) SYSTEM � � I , �� Q ,�ExISTING CONCRETED-RDCK VL PL-A-N.�-� -� SLOPE PROTECTION (TYP) - --- -- -- -- ---- — — CDNCRETED-ROCK CUT --OFF 1'I = 40, BDTTDM CON7-RDL- CDNCRETED-RDCN SLOPE PRDTECTIDN CDNCRETED-ROCK WALL (LIGHT CLASS RDCK, EXCAVATION � (LIGHT CLASS ROCK TOTAL CONCRETE PROJECT ENGR. DRAWN BY: DESIGNED BY: CARBON CANYON CHANNEL SLOPE PROTECTION TOTAL CONCRETE PENETRATION) (SEE TYPICAL CNflNNEL PENETRATION) C B. SUBMITTED BY: PLAN 8� PROFILE BOTTOM CONTROL DETAIL TYPICAL BOTH SIDE SLOPES CHIEF. ENGINEERING STA. �^ STA. �+OO SECTION ON DRWG. I) CUT-OFF WALL_ DETAIL_ j..i U J ----- --- -- -- RECOMMENDED BY: /? , (49+50 a 62+32) (FOR BOTTOM CONTROLS WITH EXISTING CONCRETED ROCK SLOPES) �ns i 1O0000NTROIENGINEER DATE SCALE FILE NO DRWG. NO. N.T, S. N.T. S. - APPROVED BY / 15e)AS SHOWN 1-114 2 OF 4 FLOOD CONTROL ENGINEER -680- -670- -660- EXISTING CONCRETED RDCH SLOPE PRDTFCTION (PROTECT IN PLACE) TOPOFEXISTIIUG--,, SOUTH LEUEE 77 - EXISTING CDNCRETED-RDCH BEGIN C0116CRETED-RDC)i SLOPE SLOPE PROTECTIOA) ^- 1UDRTH PROTECTIDIII TUC)RTH LEVEE AND SOUTH LEVEES STA. 62 +32 (PROTECT IN PLACE) CONCRETED-RDCK SLOPE PRDTECTIDN EXISTING CDNCRETED - ROCH N SDUTH LEUEE SLOPE PRDTECTIDN - SOUTH rn LEVEE (PROTECT IIU PLACE) cu t TOP OF EXJSTIfV& SDUTH LEVEE a TL)POFEXlSTING SDUTH LEVEE 8 £x15TIIUG } �c? � It 1:ONCRETEa _ RDCI SLOPE � W CONCAETED-ROCK SLOPE PRDTECTIDN TDP DFEXISTING NORTH LEVEE � m PRDTECTIDN C EXISTING CONCRETED - ROEi- TOP OF EXISTING SOUTH LEVEE SLOPE PROTECTION I: EXISTING CONCRETED-RDCH _ SLOPE PROTECTION`S CONCRETED - RDCH CUT- OFF WALL ALDNG SIDE SLOPE, I SOUTH SIDE (SEE BDTTDM TOP OF EXISTING TUORTH LEVEE COIUTRDL DETAIL DIU THLS DRUJOj �__- ----_ ____-------- CONCRETED FiDCH CUT-OFF I - COILICRETED ROCK SLOPE �_- s-� _—n�-------- - WALL ALONG SIDE SLDPES I PRDTECTIDN -�` (SEE CUT-DFF WALL DETAIL L I - 01V DRWG. 2) l a FINISHED CHANNEL f 9 FL. "T ZO ItUIIIII (FIDtWLINE) bbk `b 66 +00 "6 5=D.25% 10.2 5 �20 �L. ��x 5=0.511 T FINISHED CHANNEL D.507._V INVERT (FLDWLIIUE) _ FL.(o�1_.BB EXISTIAIG CHANAIEI a a 58 +OD _ S D. SD$ __- _--- F'LOWL IM£ CDNCRE TED - RDCH - 4, BOTTOM CONTROL.. EXISTINLy CD/tlCRfTEp PLACE CHA.Ef}NEL INVERT EMBANKMENT T3'F --- - AS : SHOWN 4 AS DIRECTED BY THE ( ) ---_ EXISTING CONCRETED CDNCRETED � ADCI� _ R CSC h BOTTOM CONTROL _ � - - _ l� ROCK BOTTOM CDNTADL BOTTOM CONTROL (PROTECT ttt!_ PLACES - ENGINEER �- TVPICAL (SEE TYPICAL °- o CHAIVIIJEL SECTIOIU ON THIS DRWG) {PROTECT IN PLACE) � U � EXISTING CHANIllfC a o Ct31VCRE ED ADCHrr,- - , FLOWLIIUE - - CUT-OFF WALL � z- a W (5EE CUT-DFF WALL N :2 2! z st- a cn DETAIL ON DAW6. 2) + cn z "� PROFILE2 CZ - ----- `° o f- _�h HORIZ. t" 40` Ln cr a fU.1 ram, n 58+00. 59+00 60+00 61+00 62t00 63+00 64+00 65+00 - 66+00 EXISTING CONCRETED-ROCn SLOPE PROTECTION EXISTING CDNCRETED-RDCH BEGIN CONCRETED-RDCH SOUTH LEVEE (PROTECT IN PLACE) SLOPE PRDTECTIDN (PROTECT IN PLACE) SLOPE PRDTECTIDN fUDRTH 4 SDUTH 50RUEYLINE LEVEES STA. 62 +32 END COIUCRETED-RDCK CURUE DATA f SLOPE PROTECTION A=07041' 36" SOUTH LEUEE- STA. 65+Ib ca R= If12.87' T= 74.S) EXISTING CONCRETED-ROC>f CONSTRUCT 284 ±L.F. DF CONCRETED-RDCH SLOPE PROTECTION �I� L = 149.4D' E3DTTDP'I CONTROL (PROTECT IN PLACE) ,EXISTING 24" R.C.P SIDE DRAIN FC.D. R/W STA.60+2D (PROTECT IN PLACE) Nl�) STOP OF EXISTING SOUTH LEVEE- 771 o� - m ; > 24' Ln — - SURVEY LINE — -- - —— ------ - - - -- --- -- L`' �D + 3D �� >23 (N B9 37, 36 W) - - - - - . STOP OF EXISTING NORTH LEVEE i EXISTING CHAIN LINH FENCE EXISTING CONCRETED-ROCH (PROTECT IN PLACE) BOTTOM CONTROL (PROTECT IN PLACE) PLACE CONCRETED- ROCK - LONSTRUCT 4' DEEP CONCRETED - RDCH -- SLDPE PROTECTION ARDUIUD BDTTDM CONTROL AT STA. 6D t9D AS SHDWN EXISTING 24" RCP AS E AS DIRECTED BY THE ENGR. (SEE BOTTOM DIRECTED BY ENGINEER CONT RDL DETAIL ON DRWG. 2) SURVEY LINE Aw w , --TOP OF EXISTING - - NORTH LEUEE I" = 401 VARIES VARIES UARIES VARIES (5EE PROFILE) CHANNEL INVERT (5EE PROFILE) EMBANMMENT ELEV. UARIES - _ JEPAl ELEV. VARIES _ TOP OF EXISTING SOUTH LEUEE CDNCRETED - RDCH SLDPE PRDTECTIDN (LIGHT CLASS FiDCK , METHOD B PLACEMENT, MIN. ID" CONCRETE PENETRATION - TYPICAL) O tip5F' Q `'� �`�� Q` ,I " 3� CUT-OFF WALL - c vA `�' i �c i ,��`'R ZJ EXCAVATION AS SHDWN E AS DIRECTED BY THE ENGINEER -SOUTH LEUEE STA. 62 +32 TD STA. 65 +16 (SEE TYPICAL CHANNEL a: SECTION ON THIS DRWG.) EXISTING CRAINLIIUH FENCE (PROTECT IN PLACE) 22' - 2 D' IXE STING 24" R.C.P SIDE DRAIN STA 63+0D (PROTECT IN PLACE) CDIUSTRUCT 1039 + L. F OF CONCRETED -ROCK SLOPE PROTECTION AS SHOWN E AS DIRECTED BY THE ENGINEER N NORTH LEUEE STA. 62 +32 TO STA. 72 + 1D.9D (SEE TYPICAL CHANNEL SECTION ON THIS DRWG. E ON DRWG 4 ) 2D' 19' t COIUCRETED-ROCK BDTTDM i COIUTRDL (LIGHTCLASS SURVEY LINE EL. 678.8 5 EL. 679.OD --- - RDCH TOTAL CONCRETE P P� ENETRATIDN) � �; , \��5��!ul — Q� -� CHANNEL 51DE SLOPE ! I (T VP) EXISTING - EXCAVATION (TYP.) CDIDCRETED- RDCH CUT-OFF— _ CHANNEL 1I1111ERT cu WALL (LIGHT CLASS ROCHi, TOTAL CDIUC. PENETRATID(U) TYPICAL CHANNEL SECTION ( STA. 62+ 32 TO STA. 65 + 16) I NTS. BOTTOM CONTROL EXCAVATION TOM CONTRO (STA. 65+ 16) NTS. -1 � 65+16 im EXISTING CONCRETED-RDCH 5LOPE PRDTECTIDN (PROTECT IN PLACE) �FC.D. R/W �CDNSTRUCT 4' DEEP CD1VCRETED-RDC8 BOTTOM CONTROL 4 CUT-DFF WALL AT STA. 65 +I6 AS SHDW(D AND AS DIRECTED BY THE ENGINEER (SEE BDTTDM CONTROL DETAIL ON THIS DRWG.) it NOTE: TOP WIDTHS AND GRADES OF EXISTING LEVEES TO BE MAINTAINED AS 15 DURING CONSTRUCTON,EXCEPT AS REQUIRED TO PLACE CDNCRETED-RDCH SLOPE PRDTECTIDN. rTDP OF EXISTING NORTH LEVEE REVISIONS 477 MARK DATE DESCRIPTION CHANNEL SIDE SLDPE EACAVATIDN (TVP.) -670- -660- 't�S'p 7 2Pr1 SAN BERNARDINO COUNTY BY FLOOD CONTROL DISTRICT SAN ANTONIO CREEK SYSTEM CDNCRETED - ADCH SLOPE PROTECTION (L16HT CLASS ROCK,METHOD B PROJECT ENGR. DRAWN BY: DESIGNED BY: PLACEMENT, MIN. 1D"CONCRETE L.W. C. B. PENETRATION TYPICAL) SUBMITTED BY: �-- CHIEF, ENGI_IUERING DIVISION RECOMMENDED BY: SSTST FLOOD CONT OL ENGINEER APPROVED BY: I/ Q _ nn_ 5/�/V FLOOD CONTROL ENGINEERN�GINEEtERR CARBON CANYON CHANNEL PLAN & PROFILE STA. 58 + 00 TO STA. 66+00 DATE SCALE FILE NO. DRWG. NO. AS SHOWN 1 -1 14 3 OF 4 1 15, 13' r 13' 15, ` TDP OF EXISTING SOUTHWEST LEVEE EL. 679.60 CONCRETED-RDCK SLOPE PROTECTION (LIGHTCLASS RDCH,METHDD B PLACEMENT, MIN. ID" CONCRETE PENETRATION - TYPICAL) SLIRUEPL/NE CURVE DATA A=07041'36" R= It12.67' T= 7 4. 81 ' L = 149. 40' BOTTOM CONTROL EXC. EL. 681.7D Cz CONCRETED- ARCH „ 5 =0" BOTTDM CONTROL 5'-D (L IGHT CL ASS ROCK TDTAL CONE. PENETRATION) BOTTOM CONTROL DETAIL (STA. 69 + 50 ) N.T.S. -EXISTING CONCRETED-ADCK BOTTOM CDIUTROL (PROTECT IN PLACE) F C.D. R/W -TOP OF EXISTING SOUTH LEVEkill- 361 1 R.C.P. CUTLET---' WIHEADWALL AND FLAP GRTE (PROTECT IN PLACE) PLACE CDIUCAETED-ROCH SLOPE PROTECTIDIV AROUND EAIST►NG 36" RCP OUTLET AS DIRECTED BY THE ENGINEER TOP DF EXISTING NORTHWEST LEVEE J CHANNEL SIDE SLDPE EXCAVATION (TVP ) EXISTING CHAIN LINK FENCE (PROTECT 1N PLACE) FC P�0©� NNEL PLACE ADDITIONAL INVERT EMBANY,MENT / IN EXISTING CHANNEL AS DIRECTED BY THE ENGINEER /EXISTING CDAICRETED-F30CH / SLOPE PROTECTION Z (PROTECT /N PLACE) i `/ EXISTING CDIVCRE7-ED-ADC,4 CONSTRUCT 4' DEEP CDNCRETED-ROCM BOTTOM CONTRDL AS SHOWN / `$ /' / SLDPE PROTECTION AND AS DIRECTED BY THE ENGINEER (SEE 13DTTDM CONTROL /� / (PROTECT IN PLACE) DETAIL ON DRWG. 2) EO/D IvJ PgpTFC NCRETED �0.9D CONS TRUC T 3 �4D ; L. F CON CAE TED - ROC 14 SLDPE PROTECTION AS SHOWN AND AS EXISTING NOSE WITH DIRECTED BY THE ENGI NEEA -, SDUTHkJEST �� tf CONCRETEL)"R PRoTE �PE LEVEE STA. 69+35 t TD -3 TA. 72 + 7D. 9D PROTECTION _ IN PLACE) (SEE TYPICAL CHANNEL SECTID/U ON THIS DAWG.) 69 o SURUEV LINE 0U87008' 66"i J) 11 I G N —p OF EXISTINNORTH LEVEE �p 1 I — - CONSTRUCT 4' DEEP CONCRETED- F.C.D. RLw RDCK BOTTOM CDIUTRDL AT STA.69+5D AS SHDWIU AND AS DIRECTED BY THE ENGINEER U. 4i v (SEE BOTTOM CONTROL Li rz n_ EXISTING CHAIN DETAIL D1U THIS DRW G.) ap LINK FENCE N a n' (PROTECT IN PLACE) cu Q - V N N co SORUEY LINE � �, a } + CUH UE DATA a o, d = 07041 ' 36" Q Q o Q R = 1112.67 ' ~ : Q vi� T= 74.81' `n L -- 149.40' PLAN I" = 40' �f r CONCRETED -ROCK SLOPE PROTECTION (SEE CONSTRUCTION NOTE ON DRWG. 3 AMC) TYPICAL CHANNEL SECTIDNS ON THIS DRkIG ) rpP°F fx�sT,� G S�UTywFsr � LEVEE SLj,9UE,� �N 7604 56 ►o \\ x x/ST�ZG /y0q 7-N l � I✓EST �E�F BURIED LINE �o CURVE DR TA EXTEND EXISTING 3" DIA. � IAON PIPE THRU CONCRETED d = 11 �O6' 10 ' ROCK SLOPE PROTECT/DIV AS R= 805.66' o DIRECTED BY THE ENGINEER. T= 78.3D` F.C.D. R/W L 156.12' �Q EXISTING 3'� �n IRON PIPE (PROTECT IN PLACE) 'cC'D 4f TDP OF EAISTIIUG SOUTHWEST LEVEE i v^r 11CJ ' J CLASS ' � nPROFILE) (SEE PROFILE ) (SEE ELEV. VARIES L � ELEV. VARIES �Z, 5'- D" e 4� Q 5'- D" ���, � `��` CD/IICRFTED-ROCK SLOPE PROTECTION (LIGHT RDCli,METHDD B PLACEMENT, M)N. EXISTING 10" CONCRETE PENETRATIDN UARIES o v CHARINEL - TYPICAL) (SEEPRDFILE) N INVERT l l (TYP. ) TYPICAL CHANNEL SEC -- ( STA. 69 + 35 ` TO STA. 72 + 70.90 ) N.T.S. VARIES TOPDFEXISTIIUG SURVEY LIME (5EE PLAN) SDUTH LEUEC J�Q — \ EXISTING CONCRETED \ -ROCM SLOPE PROTECT I DN \\ CHANNEL INVERT � EMBANHMENT ---�•:: � EXIST1NG�a VARIES CHRNNEL INVERT (SEE PROFILE) N TYPICAL CHANNEL SECTIO E X ISTING CONCRETED -ROCA SLOPE PROTECTION (PAOTECT 1111 PL ACE ) E/IjG� lSH CyA��EA01 0/7 CONSTRUCT 4' DEEP CONCRETED -ROCK BOTTOM CONTROL d 4' DEEP SLOPE PROTECTION CUT-DFF WALLS AS SHOWN E AS DIRECTED BY THE ENGINEER (SEE CUT-DFF WALL DETAIL ON DAWS. I ) \J IM. VJ �V IV JIH. V�TJ:J=/ NITS. *NOTE TDP WIDTHS AND GRADES OFEXISTING LEVEES TO BE MAINTAINED AS 15 DURING CONSTRUCTION, EXCEPT AS REDL UIRED TO PLACE CDNCRETI= D-RDCK SLDPE PROTECTIDN. 9 TDP OF EIX I STING NORTHWEST LEVEE CHANNEL SIDE SLOPE EXCAVATION (TYP. ) CHANNEL INVERT EMBANHIYIENT UARIES (SEE PROFILE) TDP OF EX ISTING rfUDRTH LEVEE ELEU. UARIES � A r NECINCRETED-ADC14 SLOPE PROTECTION (LIGHT CLASS RDCH,METHDD 8 PLACEMENT, MIN. 1D" CONCRETE PENETRATION) CHANNEL SIDE SLOPE EXCAVATION