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Home My WebLink AboutDay, Etiwanda & San Sevaine Drainage Plan Vol IITIWAIVDA 7EE S SYSTEM DRAINAC-;E PLAN VOLUME D D IMINARY P1 AN & PROFILE SAM 3ERHAIRMH0o COoMNTV FLOOD CONTROL IM37MC7 VARCH 319083 0 lir BRILL MAdi N (8 ASSOCIATES 1814 COMMERCENYER WEST SUITE A SAN BERNARMNO, CA 92408 SHEET No. I thru 4 5 & 6 7 8&9 10 thru 13 13 thru 18 18 thru 21 21 thru 24 25 thru 27 28 thru 35 35 a 36 37 TABLE OF CONTENTS PLAN AND PROFILE SHEETS DAY CREEK CHANNEL SYSTEM DAY CREEK CHANNEL RIVERSIDE DRIVE TO RIVERSIDE BASIN RIVERSIDE BASIN PATTON ROAD TO WINEVILLE BASIN WINEVILLE BASIN WINEVILLE BASIN TO SAN BERNARDINO FREEWAY SAN BERNARDINO FREEWAY TO ARROW ROUTE ARROW ROUTE TO BASE LINE BASE LINE TO HIGHLAND AVENUE DAY CREEK BASIN HIGHLAND AVENUE TO DEBRIS DAM DEBRIS DAM UPSTREAM OF DEBRIS DAM SAN SEVAINE CREEK CHANNEL SYSTEM SAN SEVAINE CREEK CHANNEL SHEET No. I thru 3 DAY CREEK SPREADING GROUNDS RIVERSIDE/SAN BERNARDINO COUNTY LINE TO JURUPA B4 4 81 5 JURUPA BASIN 6 8k 7 ENTIRE REACH OF SPREADING GROUNDS JURUPA BASIN TO SAN BERNARDINO FREEWAY 7 thru 12 SAN BERNARDINO FREEWAY TO ARROW ROUTE 12 thru 16 ARROW ROUTE TO BASE LINE 16 thru 18 BASE LINE TO LOWER SAN SEVAINE BASIN 19 thru 23 LOWER SAN SEVAINE BASIN 24 & 25 SAN SEVAINE BASINS I thru 4 26 thru 34 SUMMIT AVENUE TO END OF PROJECT WITH RECOMMENDE 3 thru 5 AND ALTERNATE IMPROVEMENT SHOWN UPPER ETIWANDA CREEK CHANNEL DAY CREEK SPREADING GROUNDS I B 2 SAN SEVAINE CREEK CHANNEL CONFLUENCE TO ETIWANDA BASINS (SUMMIT AVENUE) I thru 5 ENTIRE REACH OF SPREADING GROUNDS 3 ETIWANDA BASINS 3 thru 6 ETIWANDA BASINS (SUMMIT AVENUE) TO DEBRIS DAM 7 DEBRIS DAM PLAN LOWER ETIWANDA CREEK CHANNEL 8 DEBRIS DAM PROFILE 9 UPSTREAM OF DEBRIS DAM I & 2 WINEVILLE BASIN TO JURUPA STREET 2 a 3 JURUPA STREET TO SANTA ANA AVENUE 3 thru 5 SANTA ANA AVENUE TO SAN BERNARDINO FREEWAY Existing UPRR Tracks i ai 790 < •, +------ 0�Mission Blvd.----_ ± Fwy. Off Ramp N ? �� C; Existing Ground Line 780 v, � Water Surface 1 s=00100 770 Proposed 40'x10' RCB iJ 14X12` ce Trans tion Proposed 18'x I I' Trapezoidal Channel 1 S=0.010 _ S5=1.5'• � Transition d-11 V5 760 -_" � b=20 b=18 d=11y 55=1 5.l S=0.006 Transition 750 Per Riverside County Flood Control District Drainage PI n 9718 c f s St°' 228 740 0 EC Continued On Shee No. 2 205+00 210+00 215+00 220+00 � �\ //\ /2 25+00 230+00 U.P.R.R. R/W r,�. N f� l/ca / P. F \ ,o „ A, ) a1'i/Triple 14'x 12' RCB c J J \ 0\ 1 a 768\ \\\ O i � I LO - \\\� a � � cP o osed R/W C\J0 C07 N n 1 X - Proposed 84' R/W v 1 \ / 0 /40'x 10' RCB— ��''2_� in �1 0 � 4 �764� 772 --__- �B 4�1 r:7-7 /CO1 1G o ? _ � `� ! '11111 / OICo K 1j � �^ Il SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT zeBILL MANN a ASSOCIATES 1814 COMMERCENTER WEST uj �ryia SUITE A `�_ SAN BERNARDINO,CA. 92408 BILL C. MANN R.C.E. 14326 DAY CREEK CHANNEL PLAN & PROFILE DATE SCALE: HORIZ. I"=200' 1 SH OCT. 1982 1 VERT. I"=10' 1 810 Flowline of Existing Drainage Course �-Ground Line of Northern Track Water Surface--,_---- — 800- ----------- Existing UPRR Tra 790 ks _ _ --_ — `_----- -- --- — b=30' d•=12.25` ss 5:1 S=0.0030 r- v=15 fps 780 D013 Triple 14' x 12 ' RCB b-zZo d`y1` 50, $5, s Transition S=0.0100 U U 770 Trans ition m w Vt. o Co N 971 8 Sta. 228+40 E.C. N Cfs — m QIf o 760 C n 225+00 Vii, 230+00 p. 235+00 240+00 245+00 250+00 `509 Continued On —� 788 U.P.R.R. R/W �— MISSION ��—-$ BLVD. Sheet No. 1 788 U.P. ..R R.. T.P. `798�^c $ 9 T.P.y� �> � ✓ w—^ r 800" U..E.R. I ` ---- — + ----_ _ --, 8 0 4 -- 796 f= _ _800 A In Existing Ditc� • -►-�— � .• �� Pro osed 88' R/W LA -------- Continued Onz—==-.�)\ Sheet No. 3 X792 ` 3'± Proposed 100' R/W \~—Earth Ditch lam...,•-'/ / I: 7 796 8 15 + + 7+ + - - 20 - \ COUNTY OOODSAN ECONTROL FLDISTRICT /Existing � BILL MANN &ASSOCIATES DAY CREEK CHANNEL lo' x `v Earth Ditch 3'±�' I Existing Ditch 71± Y,. �e� > 1814 COMMERCENTER WEST PLAN 8a PROFILE SUITE A SAN BERNARDINO, CA. 92408 SECTION A -A NO SCALE S DATE SCALE: HORIZ. I"=200' SHE BILL C. MANN R.C.E. 14326 OCT. 1982 VERT. I"=10' 2 CAICn +I ON 820 +1 N o + 010 D o �---JFlowline of Existing 810 Ground Line of Northern Track 0 - _ - _ Ditch Flowline of Existing Water Surface Drainage Course - Water Surface 800 b_50, a'_9.5' s=0.0070 790 :• 770 Continued On Sheet No. 2 Existing Ditch b= 30' d_12.2 250+00 _800 255+00 6'-- 9.5' S fps SPC tan ular Channel b=50 V s=1.5:1 S=0.003 4-13'WxI0'Hx20 L RCB Transition 9718 cfs to. 263+00 B.C. R=840' 260+00 804' - MISSION BLVD.—�- 804 U.P. R. - a.l 265+50 P.R.C. Rec 4- 13' W x IO'H x 7O' L RCB \265+00 270+00 806- fes/ r ---+— f 13CWx10'Hx70'1 RCB 816 -- i 4 1- y -- rB Proposed 100 R/W U.P.R.R.rR/W 812 '804 08— / 8 / ' ~-Ezisting 2-60" Pipes - � Existing R.R. '�—N-- ---bP 4-13'W xIO'Hx2O'L RCB Bridge N�-Open Area �/ J ^� /g`2 Proposed 80' R/W -�� /ao Sta. 268+00 E.C.r Existing Earth ,Existing Building l __ �j / / gam/ Ditch BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST Or RP. SUITE A 'QPP. / jj/ SAN BERNARDINO, CA. 92408 BILL C. MANN R.C.E. 14326 SECTION B -B NO SCALE 275+00 Continued On Sheet No. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN & PROFILE DATEI T. SCALE HORIZ. I°=200' I SHE OCT. 1982 VERI°=103 i v vv c i j_UU LtSU*UU ( — - Continued On Sheet No. 3 U.P,R.R. l 80 Proposed 80R/W (_ST R/ rti / V D.-- \ + 0 Spillway o / N 0 cr 64, (D P. P. CD 1 �� Zdt)+UU _.� —MISSION BLVD. 820 820 _--1�24c 820— U.P.R.R. R/W o� X6 2$?— Cja�'/-8 6 —� "-Continued on Sheet No. 5 BILL MANN a ASSOCIATES 1814 E AMMERCENTER WEST SAN BERNARDINO, CA. 92408 RIVERSIDE BASIN \(\ BILL C. MANN C.E. 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN & PROFILE DATE SCALE: HORIZ. I"=200 1 SHEI OCT. 1982 1 VERT. I"=10 4 ( UOutlet Spillway O 830 0 N N Ground Line of orthern Track v Top of Basin Levee -E ev. 825 — --- 820 — _ --- --- Water Surface �' F.L. Elev. 813 �/ Maximum Water Surface=Elev. 823 Flowline of Existing / Ditch 810 Maximum Storage Water Surf ce Elev. = 813 RIVERSIDE BASIN 800 Channel 'goti�_0 o', 1`2 a 4:1 ec 00 b=50' d'=9.5' 5:0 Transition Basin Floor-Elev. 790 790 9718 cfs 780 i v vv c i j_UU LtSU*UU ( — - Continued On Sheet No. 3 U.P,R.R. l 80 Proposed 80R/W (_ST R/ rti / V D.-- \ + 0 Spillway o / N 0 cr 64, (D P. P. CD 1 �� Zdt)+UU _.� —MISSION BLVD. 820 820 _--1�24c 820— U.P.R.R. R/W o� X6 2$?— Cja�'/-8 6 —� "-Continued on Sheet No. 5 BILL MANN a ASSOCIATES 1814 E AMMERCENTER WEST SAN BERNARDINO, CA. 92408 RIVERSIDE BASIN \(\ BILL C. MANN C.E. 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN & PROFILE DATE SCALE: HORIZ. I"=200 1 SHEI OCT. 1982 1 VERT. I"=10 4 ( TRANSMISSION RR R/W LINES 0 —1 Irl 0 O Proposed Rectangular Channel K & N. Project 2-21 \ IB \ J I ---FCD R/W---..,, 845 \ 825 \ 4:1 4-llway- 790 Inlet Protect Basin Slope As14 Necessary �arid� Rock Splash �� o 0000 114"', po �=a ; /-A Flip Bucket I Dissipator TRANSMISSION TOWERS _1 0 I Outlet Spillway (See Sheet No. 4) 4:1 G I �790ao L— Prop. o--7 Storm Drain o �4:1 � O M U825—�QAL AL \ ` W 845 Q Q $ _ ST. R/W CD I R Ci BASIN PLAN 48��CMP Interim "' Basin Drain SAN BERNARDINO COUNTY MAXIMUM STORAGE VOLUME 1100 ACRE FEET FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST RIVERSIDE BASIN SUITE A SAN BERNARDINO,CA.92408 DATE SCALE: SHEE' BILL ". MANN kC.E.14326 OCT. 1982 Cz200' 5 of 1P. P Elev. 825 St. R/W (L Pat Future St. R/W I� Transition __� 3-12'WxIO'H R.C.B. Basin Inlet Spillway op of Proposed Basin Levee 30'x 7.5' Maximum Water Surface = Elev. 823 Existing Ground f Outlet Spillway F. L. EIev. 813 M F.L. Elev. 790 r—FCD R/W �I 50' I =— - ---Maximum Storage Water Surface Elev,=813 Proposed Basin Floor EI. 790 SECTION A -A Maximum Storage Water Surface Elev. =813 Maximum Water Surface= Elev. 823 -- �-Existing Ground .L. Elev. 790 Proposed Basin Floo SECTION B -B F.L. Elev. 790 EI. 805 Flip Bucket Dissipator St. R/W —I 50' I If I I I M BILL MANN a ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL C. MANN C.E. 14326 M I -SAN BERNARDI NO COUNTY l FLOOD CONTROL DISTRICT DAY CREEK CHANNEL RIVERSIDE BASIN DATE I SCALE: HORIZ. I"= 200' I SHEE VERT. I"=20' 6 o 100' Future St. R/W Basin Outlet Spillway- pillway 870 870 o Top of Existing Channel Lev esu Water Surface I o o I Flowline of Existing p 7Water Earth Channel _ ---- ; 171 a _— _ li 860 U) � Surface -- --`- f A7850 / — ° 29.3 fPs _-- _-- --- S _0 p070 — 5� b-I6 d ,13 ss=15'� Sta.26+55± Proposed 36" Sewer - ----- C.B.M.W.D. Fontana Intercept I Invert Elev. 853.58 Concrete Encased 840 Top of Encasement Elev. 85".± Basin Inlet I 3-12'Wx IO'Hx 72'L RCB � Proposed 72" RCP Spillway it ,^, Transition J Basin Drain 830 I I �� 24" VCP Sewer Line Elev. 835 (Top) 36" H.P. Gas Line 9260 cfs 820 Elev. 832 (Top) 0+00 5+00 10+00 15+00 20+00 25+00 Basin Inlet 24" VCP Sewer Line Spillway 1 36" H.P Gos Line o z150 Ln Nj 3-12'W x 10' H x 72' L RCB R/W ' Basin Outlet Spillway—__ c ID a o -- F.C.D. R/W---, C0 z -- o I j t I z" F.C.D. R/W--,-- -- X cn O w `��° o `n +F.C.D. z aa. R/WC\j m a� ;= — cn I SAN BERNARDINO COUNTY 0FLOOD CONTROL DISTRICT U Additional R/W to be Acquired BILL MANN & ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN BERNARDINO, CA, 92408 DATE SCALE: HORIZ. I"=200' SHEET BILL C. MANNA.C.E. 14326 'OCT 1982 VERT. I"=10' 7 1 of See Day Creek Channel - Proposed Storm Drain to on Sheet IO / Drain Area to the North B j Additional R/W to be Acquired D I —FCD R/W -- 890 ----890 -- \ Basin Inlet Channel�� / Exist. 1 C- VV X 0 H RCB - Extend as Necessary I /j 867 858 ------ // \ b. Flip Bucket Dissipator I W w O Ir -C] 858 —864--- '-8 8 64 —886 FCD R/W Proposed 72 RCP ,�— Basin Drain W II Ilii �— 686 s Proposed 36" Sewe� BASIN PLAN MAXIMUM STORAGE VOLUME 700 ACRE FEET J,JB Rock Splash Pad a 867 Rock Splash Pad Existing Portion of Outlet Spillway s Existing 36" RCP Basin Drain —Extend as Necessary J 858 — — — — — —864 866 roposed New Portion of Outlet Spillway BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL C. MANN R.C.E. 14326 886 A' n See Etiwanda Channel on She SAN BERNARDINO COUNTY L FLOOD CONTROL DISTRICT DAY CREEK CHANNEL WINEVILLE BASIN DATE (SCALE: I SHE I"= 200' 8 Route 3 Freeway R/W Line- I I _ Elev. 888 —Maximum Water Surface—Elev. 883 4:1 Slope F.L. Elev. 858 M F.L. Elev. 858 Maximum Storage Water Surface—Elev. Elev. 872 � ,/ Existinq Basin Floor— --- 75 Elev. 888 / 4�1 f Proposed Basin Floor Alternate Basin Floor—Elev. 855 SECTION A -A R/W Line r t� I Top of Levee Slope E_ R/W Line 50 R/W Line 1 70' Top of Levee I Elev. 890 R/W Line— Proposed ine Proposed New Portion of Spillway I Top of Levee Elev. 886 I P Y � I - of _Maximum Water Surface—Elev. 883 � Elev. 877 Top of Existing Channel Levees \`.--4:1 Slope I — Proposed Concrete Sill �� 4 I Slope _ _ Water Surface ,--Maximum Storage Water Surface—Elev. 872 — _ —, ---- Existing Basin Floor — % Exist. Ground --- 7 5',1=18 d'=14' ss=1.5 I S=0.007 - U --r- - Proposed 72"RCP Basin Drain— Spillway rain Spillway Proposed 3611 Sewer 9260 c NOTE: The Exist. Spillway will be Modified or Replaced as Necessary Proposed Basin Floor C1 CIS.. Alternate Basin Floor_Elev. 855 Existing Portion of Spillway, Elev. 869 SECTION B -B BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO,CA. 92408 BILL C. MANN R.C.E. 14326 Top of I Elev. 8E Elev. 8 �Elev• Elev. 85 SECTION C -C SAN BERNARDI NO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL WINEVILLE BASIN DATE SCALE: HORIZ.I"=200' 1 SHEE 6/82 VERT. I"=20' 9 0 NI-Existing RCB 8i Transitions N +- 920 N o �" 910 1c'25. = Top of Existing Channel Levees / `�� I f� b 34 v_26.1 fps 900 Water Surface � -- --�� /� _— Transition s Transition ' �� 369f 890 / - _, �= WINEVILLE BASIN (See Sheet 8) ss=\.5 Maximum H W = 883 �� ,� a -�2.5 880 �� "�--Flowline of Existing Earth Channel Basin Inlet Spillway � Transition 870 Static HWL = �72 — 8156 cfs 0+00 5+00 10+00 15+00 20+00 Additional R/W to be Acquired Flip Bucket Dissipator Sta. 4+10 E.C. w I Basin Floor Elev. 858 230 R/W w I I t Power Poles R, FC.D_R/W Existing RCB & Transitions (Protect in Place) 8' Continued Oi _ ----- _ i , _ Sheet I I q- Basin Inlet Spillway (L Existing Earth Channel -- a Proposed Improvement NOTE a- F.C.D. R/W Natural Ground is 3'+ -Below- 1 D X SAN BERNARDINO COUNTY Top of Existing Levees I D I FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A I SAN BE RNARDINO,CA. 92408 f-, nv_ DATE SCALE: HORIZ. I°=200' SHE BILL C MANN .C.E. 14326 OCT. 1982 1 VERT. I"=10` 10 950 Top of Existing West Chan el Levee 940 Top of Existing East Channel Levee--, Water Surface 930 l�---- S = 0,90 920 , 5-1 SS� ,� a=r2• Flowline of Existing Earth Channel 910 1.5:1 S=0,0064 d=10.25' ss b_34, Transition . 900 8156 cfs --- 20+00 25+00 30+00 35+00 40+00 45+00 230 R/W Power Poles (Protect in Place) F.C.D. R/W-� Continued On Continued Sheet 10 _ - i - _ _ Sheet 12 C Existing Earth Channel 81 Proposed Improvement F.C.D. R/W 88.25' 141.75' NOTE F.C.D. R/W 41 F.C.D. R/W Natural Ground is 3'± Below I Top of Existing i Levees (typ.) Top of Existing Levees SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Natural Ground ��—��.--- — \ -- / i --- — DAY CREEK CHANNEL 1-- BILL MANN & ASSOCIATES Power Poles (Protect in Place) _ _ Existing Earth Channel 1814 COMMERCENTER WEST PLAN & PROFILE Proposed Improvement SUITE A SAN BERNARDINO, CA. 92408 TYPICAL CHANNEL SECTION L-,�//�r�-` DATE SCALE. HORIZ. 1 .1 =200' SHE (WINEVILLE B4 ',IN Tn SLOVER AV.) BILL C. MANN R.C.E. 14326 OCT. 1982 1 VERT. I°=10' 11 Qo 3-I0C W x 12'H x 90' L RCB— 0 olo. 980 Lo a J Top of Existing East Channel Levee / Rectangular Channel 970 Top of Existing West Channel Levee b= 30 �3 960 Water Surface i� / S:0 000 ��l�' 1 Transil nsition d =� 5 b-12 950 37 SPS moi' j ,Q3Transition S-0.0 S'� Flowline of Existing Earth Channel w o a o o c > 940 �� a X12 5 Y °'IN > b,�2 r �n o v co o - v 930 8156 cfs U) �o Cf) 45+00 50+00 55+00 60+00 65+00 230' R/W 88.25' Uj �3-IOW xl2IO�W xl2�H x9Q'L RCB --- F. C. D. R Continued On Continued C Sheet 11 - - - r --+--- - L � _rt Sheet 13 �. Existing Earth Channel T a Proposed Improvement F.C.D. R j 2101 R/W I NOTEI 15' 6O't 15 �\ I I Natural Ground is 3'± Below Top of Existing Levees O SAN BERNARDINO COUNTY 5 /---`�_ FLOOD CONTROL DISTRICT Natural Ground _ _ 1 i �Y/aF 2.1\ 8-10, 10-12 BILL MANN & ASSOCIATES DAY CREEK CHANNEL 1614 CCMMERCENTER WEST PLAN & PROFILE SUITE A EXISTING CHANNEL SECTION SAN BERNARDINO,CA. 92408 (BETWEEN SLOVER ;AVE. a S.P.R.R.) z. r, DATE SCALE: HORIZ. I°=200` SHEI BILL ' MANN .C.E. 14326 OCT 1982 VERT. I"=10' 12( San Bernardino Freeway (Route 10) U-1 o 5TA. 126 t68- Col o � � 5/0EE/JWQ Y 61-14N. EXIST. v z > 1000 v, 0 ` < +I L L - +I+ o + Cr Top of Existin Channel Levees Water Surface f ti(D 0 o 0 v`�010° v'3' cn 1 =° 990 ejU)U)o _— �� o 14 3-10'Wx12'Hx9O' L 0i o �� _ a^ RCB o a I I Rectangular Channel_ s 980 cn a x:33 f S.0 0`0 Transition ----- a�26 Flowline of Exi ting Earth Channel Proposed 84" RCP Lateral 970 Rectan ular Channel 3-1O'W x 12' H x 40' L RCB S 0'0\0 b� 32 8§PS —•a Transition 9.60 `1275' S 2.Sfps Transition a=3° 5s"�'S1 Transition 1 Lj Transition 950 8156 cfs - 7375 cfs 110+00 115+00 120+00 125+00 130+00 3-10'Wxl21Hx90'L RCB 210' R/W > Sta.1 10+50 E.C. SAN BERNARDINO FREEWAY rJW4V CN/�n! Q I 3-10, W x 12, H x 40, L RCB lEXlST/tlG ) M ' -- Continued On Sheet 12 _ r-+- J _ I t Existing Earth Channel a Proposed Improvement Continued C �+J _ IL Sheet 14 I _ —� --F.C.D. R/W L 190' R/W > 70 o O I Sta. 107+15 B. C. Proposed 84" RCP Lateral ' 34'± (See M. 8c N. No. 2) SAN BERNARDINO COUNTY R - FLOOD CONTROL DISTRICT 18'+ 3 6'± Tracks BILL MANN a ASSOCIATES DAY CREEK CHANNEL nrrj i _ 6.5'+ 3' i 14'± �� 2.1 i 12'-15+ 1814 COMMERCENTER WEST PLAN & PROFILE L_, ____ 1 10-12 * � � - SUITE A i 1 F.L I I SAN BERNARDINO, CA. 92408 EXISTING CHANNELDATE SCALE: HORIZ.I"=200' SHE (BETWEEN SPRR 8 = REEWAY) BILL C MAN EXISTING S.PR.R. BRIDGE �� C�N Gov.C.E. 14326 OCT. 1982 VERT. I"=10' 13 U) �- 0 1030 0 Top of Existing Channel Levees—,,, � O < +_ N O _— --- --f — o 0 Water Surface 1020 l r 3-10'Wx9'Hx8O'L RCB ---___,\ i _—�� v,34.5 fos 1010 - — _ _-- S.0.o\00 r d'=I 2 b=12 1000 Flowline of Existing Earth Channel k; I �l O Transil ion J 990 ---- � s -o. d.13 s b�14 Sta. 132+36t 8"Water Line Sta. 138+11± 27" Sewer (Relocate) Elev.995.37 Transition 7375 c f s 980 130+00 135+00 140+00 145+00 150+00 155+00 8" Waier Line 190' R/W 27" Sewer Line W I Q _ "I 3-10'Wx9'Hx8O'L RCB -- 1 qL Existing Earth Channel Continued On — — & Proposed Improvement — — — — F.C.D. R/W Continued I Sheet 13_ Sheet 15 3F Gas Line p F.C.D. R/W 70' 140' R/W F-� o E NOTE F10' 2�8' lo' Natural Ground is 2' to 3' Below Top of Existing Levees SAN BERNARDINO COUNTY NOTE Existing Levees Approx. 20' C--= _ --- _---- _ — �j FLOOD CONTROL DISTRICT High & 3' Ground to 5' Above Natural .5:1 11 \L o BILL MANN & ASSOCIATES I 1.5:1 14 1814 MMERCENTER WEST OA DAY CREEK CHANNEL PLAN & PROFILE I SUITE I_L __yF�___ �F ,F _ SAN BERNARDINO, CA. 92408 EXISTING HANNEL AT S.B. FRWY. _�� , /��_ BIL C. MANN a C.E. 14326 OCT. DATE SCALE: HORIZ. I"=200' SHE 1982 VERT. I"=10' 14 U) 1070 Water Surface < Top of Existing Channel Lev es o 1060 ti's c N o Flowline of Existing Earth Channel L Lo v;c�2 �! �� 1050 co ej 3-12'W x 10' Hxl.00'L R.C.B. 1040 / � l l f S:0 pj 0 Tran ition � $ / d=175 55,1.51 1030 Transition d�-12.5 b`IZ S�polo 18" Sewer Line 1020 Elev. 1028± 7375 cfs 155+00 160+00 165+00 170+00 175+00 180+00 Transition 18'' Sewer Line w a> 3-12'Wx IO'H x 100' L R.C.B. t Existing Channel & Proposed Improvements F.C.D. R/W � Continued On Continue Sheet 14 r-=-' -- - Sheet F.C.D. R 140' R/W 140 R/W 0 OZ NOTE z Natural Ground is 3'± below top SAN BERNARDINO COUNTY w of existing levees FLOOD CONTROL DISTRICT m z BILL MANN a ASSOCIATES DAY CREEK CHANNEL a 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN BERNARDINO, CA. 92408 C, DATE SCALE: HORIZ. I°=200 SH -.,�Zzz BILL C. MANN R.C.E. 143265 OCT. 1982 VERT. I"=10' 15 F.C.D. R/W 140' R/W NOTE Natural Ground is 31+ below top of existing levees I T.P \ 4'' Water Line 0 BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL :. MANN A.0 E. 14326 STP. 1401 R/W 3-101WxIO'Hx30`L R.C.B. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN & PROFILE DATE SCALE' HORIZ. C=200 1 SHE OCT. 1982 VERT. I"= 10' 16 0 v 0 +I O i m v 3-IOW x 10' H 30'L R.C.E. 1110 �, c o rn rn1.> o L �- i N c U) 1�r x o W U r �f Top of Existing Channel Levee 1 100 Water Surfac0 080 1090 / A II .1.5:t 1;>fi V.29. Transition (Drop Structs Flowline of Existing Earth Channel �� fps. Transition fig 9 1080 '� 0 \ S" Transition Sta. 199+20+ 4" Water Line Elev. 1101± Sta. 199+05± Telephone Condui 1070 _— oj0 Sta. 198+20± 10" Water Line _`_—r_ Elev.1082.3± Transition b -\Z d,12.5V^34.5 {Ps 7375 cfs --- 1060 180+00 185+00 190+00 195+00 200+00 205+00 Telephone Conduit 1 (L Existing Channel & Proposed Improvements Line � 10"water � f-'C.D._R/W Continue Continued On Sheet 17"— Sheet 15 F.C.D. R/W 140' R/W NOTE Natural Ground is 31+ below top of existing levees I T.P \ 4'' Water Line 0 BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL :. MANN A.0 E. 14326 STP. 1401 R/W 3-101WxIO'Hx30`L R.C.B. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN & PROFILE DATE SCALE' HORIZ. C=200 1 SHE OCT. 1982 VERT. I"= 10' 16 Top of Existing Channel Levee _� a / Existing Concrel � I Rectangular Water Surface — / Channel 1140 c6lLL: o C) X015 50'W x 8'H 40'L Re tangular C: NJ Channel Thru Existin Brie � �. o Q (See Section this i x c"n1-1 Sheet)�� 1130 w 6 _E01 o Flowline of Existing E rth5:0.0\20 Transition Channel cy Latera�l SS 1120 w ;36 � r Transition 1 1 10 0411 0\50 -7 5 \1 d- s. Transition Q v �2 50 b" Sta. 215+30± 21" Sewer Lin Elev. 1106t 1100 # Sta. 205+80± 12' MWD Sta. 214+20± 21" Sewer Line RCP EI. 1102.4 =Top of Pipe Elev. 11 1 1.5± Sta. 205+50± 16" Oil Lin Eta. 21 +70± 8" Steel Pipe Elev. 10911 Sta. 205+55± 8" Oil Lin Elev. I 1141 7375 cfs Elev. 1095± 1090 205+00 210+00 215+00 220+00 225+00 230+00 F-: cn 8" Oil Line— 12� MWD FEEDER 8th ST. UNIG�PROVED— fi� 16" Oil Line 140 R/W I I Iw I � 120 R/W F.C.D. R /W t •Existing Channel Ek Proposed Improvemen t -- -- STP —_ -- Continued On Continued Sheet 16 _---- -- - - - - Sheet 18 --F.C.D. £ L� _ R/W Tj PP{Q IN}N ll� Overhead Transmission Lines _ E � E E E E 8" Steel PipeII 21 Sewer Line ~ 50' 21" Sewer Line— Q ' 36'± _ 36'± �'�--Lateral Rail MNP�uECT 2-/7E NOTE Natural Ground is 2' to 3'*- beloh SAN BERNARDINO COUNTY top of existing levees FLOOD CONTROL DISTRICT P5 _ IS -14' BILL MANN & ASSOCIATES DAY CREEK CHANNEL — —� 1814 COMMERCENTER WEST SUITE A PLAN & PROFILE -- �EPier (Typical) SAN BERNARDINO, CA. 92408 CHANNEL SECTION THRU AT &S.F BRIDGE - C. DATE SCALE • HORIZ. I"=200` SHEE BILL MANN R.C.E. 14326 OCT. 1982 VERT. I"=10' 17 a 7375 cfs ; 6214 cfs C Water Surface , o 3-14'W x 8' H x 8O' L RCB 1180 I- o Q �N C: U �? O o Top of Existing Ch nnel Levees C a 0 3 v E o � + x Flowline of Existing C Q � - a a Earth Channel - 1170�N �� /�� Q o cv ,� �� ' �,35fP5 Transiticn m 16- C z Q i� — N /�� _—� �� / ��' ` S=0 0 60 Sta. 252+10± 8" Water Line Q � o �' w ___ — = 10 ss 5' Elev. 1 171.93 (Relocate) 160 Water Surface Top of Existing Concrete Channel�ii Transition 1150 C f j -7 0 \50 f Sta �� . 239+30± 36 Gas Line 1140 Elev. 1 152± Sta. 2 38+56± 16" Water Line Sta. 2 38+96± 4" Gas Line 151± Elev. 1 Elev. 1152± Flowline of Exist. Conc. Channel Sta. 2,38+_ 0+ 3" Water Line Sta. 38+66± Telephone Cable Q Elev. 1150± 1130 Elev. 1151± 230+00 235+00 zz C T 240+00 245+00 250+00 255+00 Existing 50' Wide o `SIU x 13.5' Deep Con C. 6 c ;o� i �1— DEVORE Channel Under the C/ ;a✓� 1" 8" water Line Freeway �, I 3-14� W x 10� H x 80� L RCB + __ F.C.D. R/W Continued On _ � __� Continued Sheet 17 - - - - - Sheet 19 ------ — — — — — —� _-- �'----j t Existing Earth Channel F.C.D. R/W � & Proposed Improvement _ 7120' FREE AYW }'NOTER/W �; 3 Natural Ground is 1211 to 1811 57"2C./?LATE/�AL �1 0 M�IVF1?oJECTz-/7/J �I cri Below Top of Existing Levees cr ;Q I yBridge 16" Water Line 3" water Line ' 36 Gas Line � �\ 4 Gas Line SAN BERNARDINO COUNTY Bents Telephone Cable .� �� FLOOD CONTROL DISTRICT 8i Retaining Walls at Devore' `��---Existing Dbl. 8 x 5 BILL MANN a ASSOCIATES DAY CREEK CHANNEL u-) Freeway RCB 8c Concrete ��\ Channel 1814 COMMERCENTER WEST PLAN & PROFILE ro 4't yp D0 19 typ. _-- - SUITE A SAN BERNARDINO, CA. 92408 DATE SCALE: HORIZ. I"=2ooSHE ' Exist. Channel Sta.227+70 to Sta. 236+95 BILL C. MANN .C.E. 14326 )CT. 1982 VERT. I"=10' 18 a_ O Top of Existing Channel Levees U � Ir to \ YY 1220 OD _> m / OD N - + coir Water Surface N 0 o C o p O _O 61' 1210 cn a_ -j i' 9 f ps 30'W x 10' H x 100' L Rectang Existing Bridge ilar Channel Thru Existing Bridge (See Section this Sheet) 5.\ 1200 Flowline of Existing Earth Channel 1190 Transition / l ' 9 \ps 3 0200 Transition Sta. 264+75± 2" Water Line 1180 a b;\2 1170 6214 cfs 255+00 260+002" 265+G0 270+00 275+00 Water Line In Proposed 48" RCP Lateral I i Existing Bridge Existing Earth Channel & Proposed Improvement / 1 —_ F.C.D. R/W Continued On F- Continued On Sheet 18 - - + i - - Sheet 20 120' R/W F.C.D. R/W I 120` R/W Existing R.& W., 54' Wide Channel _ 26' 26' I o NOTE 15' 15' 0 LL -Top Natural Ground is 2'± Below Existing Bridge Deck of Existing Levees SAN E OCOUNTY i-T-�� — -- —�--- — -- ;� �II �� FLCONTROL OODCONT \�4�I Exist. R.& W. Revetment 4I---- —10'---I�----------�I �—Existing 19.5 19.5 Bridge Pilings BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST DAY CREEK CHANNEL PLAN 8s PROFILE 1 i t�� III - —11 SUITE A SAN BERNARDINO CA. 92408 C�2yi�.-`� DATE SCALE: HORIZ.I"=2oo' sHl CHANNEL SECTIO": THRU FOOTHILL BRIDGE BILL C MANN R.C.E. 14326 0 C T. 1982 VERT. I"= 10' 19 1250 / Water Surface--,,/ —,— �� Top of Existing Channel evees 1240/ Top of E fisting Channel Levees /� �� gaE Water Surface 1230 9 Flowline of Existing Earth Channel 1220 �� — �2 Flowline of Existing Earth Channel 1210 6214 cfs 1200 275+00 280+00 285+00 290+00 295+00 300+00 (L Existing Earth Channel — 120' R/W & Proposed Improvement F.C.D. R/W Continued On Continued Sheet 19 _ _ _ _ _ Sheet 21 F.C.D. R/W 120' R/W NOTE Natural Ground is 2.5'# Below Top of Existing Levees SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN BERNaRDINO,CA. 92408 r DATE SCALE: HORQ.I°=200' SHI BILL C. MA 4N R.C.E. 14326 OCT. 1982 VERT. I"=10' 20 U) N o 0-1 Top of Existing Channel Levees /� o Top of Existirig Channel Leve 1300 /� + NIt J Sta. 320+10 (L of 0 m Proposed 63" RCP 5 1290 Lateral 55 Water Surface f Water Sur ace / / �— ,39tes `L 1280 / / � 2 2-12'WxI0Hx70L RCB �A 1270,—��— ,\� d , ,� Transition — Ss'\. Transition b `2 I' 1260 Flowline of E istin 9 Earth Channel Flowline of Existin Earth Channel Sta. 320+40± 41" S.G.V.M. W.D. Water Line-F.L. Elev.1291± 6214 cfs 1250 300+00 305+00 310+00 315+00 320+00 325+00 Proposed 63" RCP Io Sta. 309+70 B.C. Sto. 313+70 E.C. Lateral a — I R=4000 100 R/W 41" Water Line 10Cr 1 I I F.C.D. R/W� � Continued Continued On - + - Sheet 22 Sheet 20 U ; Z 30' Access Easement Existing Earth 120 R/W Channel ' 160 R/ W c3 F.C.D. R/W w & Proposed Improvement m 0 2-12'W x 10' H x 70'L RCB NOTE coo I m Natural Ground o is 3'± Below 01 O M Top of Existing Levees i7)1 0 o o „ SAN BERNARDINO COUNTY U FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN BERNARDINO, CA. 92408 pD DATE SCALE: HORIZ. I"=2001 SHE BILL C. MANN R.C.E. 14326 0( r. 1982 VERT. I°=10' 21 Sta. 333+00.00 P. E. R. R. 1360 Top of Existing Channel Levees 1350 I Water Surface---,,/ Flowline of Existing / Earth Channel // �� Flowline of Existing Earth hannel / Water Surface 1340 5 Transition / i� °�Q� ° 1330 �" / S O 6j po 1320 b-�2 M oLL v +- o +- L. o (n a. J 6214 cfs 1310 325+00 330+00 335+00 340+00 345+00 I I Proposed 72" RCP Lateral — I- 100' R/W I (. Existing Earth Channel � ' 120 R/W Mmn- F.C.D. R/W Existing R.R. Bridge I & Proposed Improvement -- -- Continued On -- Y Continued On Sheet 21 Sheet 23 30 Access T—T Easement I , D. R / W 30 Access Easement 1 w I Improvement---.,, I a I NOTE 28 28` Natural Ground is 3'± Below Tracks Top of Existing Levees SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT K"I i BILL MANN & ASSOCIATES DAY CREEK CHANNEL I �i�" —�— 10` i �'i--Bridge Piers 1814 COMMERCENTER WEST PLAN a PROFILE L__j 12' L 1 SUITE A SAN BERNARDINO,CA.92408 TYP CHANNEL SECTION AT P.E.R.R. DATE SCALE: HORIZ.I"=200SHE 1 NO SCALE BILL C. MANN XC.E. 14326 C T 1982 VERT. I"=10` 22 1420 1410 Top of Existing Channel Levees // Top of Existing Channel Levees ,,�� Water Surface Water Surface 1400 �' S o �- o 1390 / C3 i y5' o 1380 �- Flowline of Existing Earth Channel ��Flowline of Existing Earth Channel 6214 cfs _ 1370 I 345+00 350+00 355+00 360+00 365+00 Existing 48" CMP Basin i„� DAY CREEK BASIN (See Sheet 25) — Drain F.C.D. R ///%Existing Basin Outlet Spillway (L Existing Earth Channel Continued On ��' �1' t�� 8c Proposed Improvement Continued On Sheet 24 Sheet 22 - — — — F.C.D. R I 1 30' Access Easement NOTE Natural Ground is 3' to 4' Below Top of Existing Levees SAN BERNARDINO COUNTY NOTE; Extend or Modify Exist. 48” Basin FLOOD CONTROL DISTRICT Drain & Spillway as Necessary BILL MANN a ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN �ERNARDINO,CA. 92408 DATE SCALE HORIZ. I°=200 SHEI �� BILL C MANN .C.E. 14326 OCT. 1982 VERT. I"=10' 234 Sto. 373+30± q. Highland Ave. i Existing Bridge—,I Existing 55' Wide x 10' Deep / Concrete Channel- Extend ,/ See Sheet 28 for Proposed Through Bridge �� Concrete Channel North of Highland Avenue 1470 Top of Existing Channel Levees Lj 1460 Water Surface 1450 1430 Continued On Sheet 23 O Top ol Existing Channel Levees 1Z 9ti i M M a v , ' 03o U) in i Transition '/*_-Flowline of Existing Earth Channel Flowline of Existing IEarth Channel 6214 cfs -11 5310 cfs 365+00 370+00 DAY CREEK BASIN (See Sheet 25) Existing Concrete Channel 8, Bridge Existing Earth Channel & Proposed Improvement Basin Inlet 27.5 ILi 27.5' nom' Exist. Bridge Deck --F= — Bridge Piers (typ.)--1 iL 4 I 1 11j --Existing Conc. Channel I� �I--=–� =:I===IExtends Under 8� Thru r,i,�2_5�, 30 �� 22.5'11 , Exist. Bridge as shown L -J L -.J L_J L -_I TYPICAL SECTION AT HIGHLAND AVE. NO SCALE 375+00 380+00 100' R/W 27.5' £ 27.5' EXISTING CONCRETE CHANNEL Sta. 371+13.42 To Sta. 373+03.42 NO SCAL E F.C.D. R/W Continued On Sheet 28 NOTE Natural Ground is 3't Below Top of Existing Levees IN SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN & PROFILE DAT E BILL MANN R.C.E. 14326 QCT. 1982 SHE 24 I`-' 7C ORANGE ST. �j Q II x I V/ �Elev. 1385 _c 3�1I �- Elev. 1389 Existing Basin 5+00 10+00 Existing / I R Basin Drain o' �/ L; Existing Basin Outlet Spillway _Ty Li II _ 7_--`�� 7EIev.1390 —'Elev. 1394 Basin Spillway I �� 15+00 I 20+00 �- Control Line (SECTION A -A) Elev. 1389 3.11_- - S. C. E. Easementf /–Elev. 1390 F__ J I r Basin Inlet Chute Day Creek Channel (See Sheets 23 a24)---,.,_ F.C.D. R/W BASIN PLAN MAXIMUM STORAGE VOLUME 650 ACRE FEET BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL ' MANN /R.C.E. 14326 Existing I Basin Inlet 3:1 J SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL DAY CREEK BASIN DATE SCALE: SHEI OCT 1982 I"= 200' 25 1 3:1 t Li II _ 7_--`�� 7EIev.1390 —'Elev. 1394 Basin Spillway I �� 15+00 I 20+00 �- Control Line (SECTION A -A) Elev. 1389 3.11_- - S. C. E. Easementf /–Elev. 1390 F__ J I r Basin Inlet Chute Day Creek Channel (See Sheets 23 a24)---,.,_ F.C.D. R/W BASIN PLAN MAXIMUM STORAGE VOLUME 650 ACRE FEET BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL ' MANN /R.C.E. 14326 Existing I Basin Inlet 3:1 J SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL DAY CREEK BASIN DATE SCALE: SHEI OCT 1982 I"= 200' 25 Highland Ave. 1480 Top of Existing Basin Levee Natural Ground 1460 Existing Basin Slope---__ 150' \\, 40'± Levee / r(E 1440 NOTE Top of Proposed Basin Levee 3*1 Basin Outlet Spillway Elev. 1430 Crest Elev. =1400 F.L. Elev. 1424 Storage Water S rface Elev.=1424 .---__.,,—Maximum ------ 1420 Top of Existing Basin Leve Basin Spillway / 3 1 3:1 1400 — Maximum Storage W ter Surface Elev.=1400 / d3"1 F.L. Elev. 1389 F.L. Elev. 1390 S=0.0043 F.L. Elev. 1394 F.L. Elev. 1385 S_O.0043 --- --- Proposed Basin Floor —_ Existing Basin Floor 1380 Existing Basin Floor _ — SECTION A -A 136 0 1340 - -� 25+00 1320 1320 SAN BERNARDINO COUNTY _ 0+00 5+00 10+00 15+00 20+00 FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST DAY CREEK BASIN SUITE A SAN BERNARDiNO,CA. 92408 ( " DATE SCALE: HORIZ. I"=200' SHE BILL C. MAN(`O.C.E. 14326 OCT )82 1 VERT. I''= 20 1 26 1460 St. R/W-- Control Line Control Line I Elev. 1443± Elev. 1443± 1440 St. R/W� �\ Maximum Storage Wa er Elev. 1420± Elev. 1420± Surface Elev.=1424 1420 j Existing Basir Ground Line ''7 Existing Bas Prop n Ground Line sed Basin / Grou d Line Maximum Storage W ter Proposed Basin / 1400 Surface Elev.=1400 Ground Line 3:1- / 3:1 I \ Existing Basin Floor_ � Proposed Basin Floor 3 3 1 Existing Basin Floor,,, ---� --- _—_ F.L. Elev. 1391± F. L. Elev. 1391- 1380 F.L. Elev. 1387± F. L. Elev. 1387± SECTION B -B SECTION C -C 1360 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST DAY CREEK BASIN SUITE A SAN BERNARDINO, CA. 92408 DATE SCALE: HORIZ. [" 200' SHEI BILL C. MANN R.C.E. 14326 CT 1982 VERT. I"=20' 27 1 0 a z NOTE = Existing Levees 4 Above Natural z Highland Avenue. 100' R/W Approximately 20'; Ground at I i I Proposed Channel 12''- I F:;isting Levee TYPICAL SECTION BILL MANN 8 ASSOCIATES 1814 COMMERCENTER WEST SUITF A SAN BERNARDINO, CA. 92408 BILL C. MANN R.C.E. 14326 I SAN BERNARDINO COUNTY l FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN a PROFILE DATE SCALE: HORIZ. 1"=200' 1 SHEI OCT. 1982 VERT. 1"-10' 28 Rectangular ChannelKIX11 1510 1540 a" Top of Existing Channel Levee % Existing Ground Line ai - ,' Existing Ground Line--,, E Improvement t Improvement at �� II �, 1500 +1 ' �/ 1530 6 = / Water Surface Water Surface 1490 U)!ej �� Z/ / ,' oo°` 1520 Existing / S�"okvQ Transition Sta.399+85± 96 M.W.D. 5 Transition �'' Foothill Feeder Bridge ,' 2 ,� Rectangular Channel g ,' �o 1480 %r'- 'a'��o Rectangular Channel 1510 ,' / �° F.L. Elev. 1568.13± p NOTE Flowline of Existing �� "�o. , a' �' a'� Vertical Profile Scale Change �,� Earth Channel �,' /- to I"=20' Beginning on Sheet 29 1470 II KI-'' ° 1500 "\� NO Rectangular Channel j% Ll�if Transition �J 5310 cfs 1460 375+00 380+00 385+00 390+00 395+00 400+00 FCD R/W �} Existing Reception Levee : % 96 Foothill weeder ` a� - '�" South' ine M.W. D. 2U0'osemen# Stn. 380+00 C. c�Sto. 383+00 E.C: earyl� - 1, f 1 a -� I � < R=3000' I fir- �; : E. easement � ` existing .DitcF, ^J x 100' R/W : - 0� �. Propo d Improvement - 10 _ L Continued 0 See 0 S ... .._ .r _.. _ ..,.. .. _ � J . Existing Levee FCO R/W !3 Existirig Concrete Br ge Sta: 385+0 C. St .388+00 E:C. �� a 16 Wat Distribution Line (C. C.W. D O R=3000' v 0 a z NOTE = Existing Levees 4 Above Natural z Highland Avenue. 100' R/W Approximately 20'; Ground at I i I Proposed Channel 12''- I F:;isting Levee TYPICAL SECTION BILL MANN 8 ASSOCIATES 1814 COMMERCENTER WEST SUITF A SAN BERNARDINO, CA. 92408 BILL C. MANN R.C.E. 14326 I SAN BERNARDINO COUNTY l FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN a PROFILE DATE SCALE: HORIZ. 1"=200' 1 SHEI OCT. 1982 VERT. 1"-10' 28 1670 Water Surface 1650 ��' k s Transition Water Surface j 60 Existing Ground Line at Improvement / ,5 �1 �� o Co 1630 n 0 Existing Ground Line at t Improvement V 1610 Water Surface "� ecangular Channel e'\ Rectangular Chan el 5 Transition O43 Water Surface 1590 d=\O? Transition 11 VRectangular Rectangular Channel I'D Channel 5310 cfs 15'0 400tOO 405+00 410+00 415+00 420+00 425+00 S Sht. I of 5 Da ° re d`�S readin Crowds Water Conservation Plan Orth, Line , W� 200' Easem en#� � S.C. E. Eas.em�nt ,...- � (L Proposed Improvement 'Existing Di#.ch B�sin_Outlet S illwa 8c 3.6" basin Drat_ Continued On — _ .: _ P_. Y_.Continued ' 0 Sheet 28 — -- Sheet 30 _ 100 i a °........Existing Levee IL 100' R/ W SAN BERNARDINO COUNTY 28'± FLOOD CONTROL DISTRICT i Proposed Channel i J,__ BILL MANN a ASSOCIATES DAY CREEK CHANNEL IO'� 1814 COMMERCENTER vYLS-i SUITE A PLAN a PROFILE Existing Levee SAN �.A 92408 _�NARDINO, - TYPICAL SECTION C,�i-.- DATE SCALE' HORIZ. I"=260' SHE BILL C. MANN R.C.E. 14326 OCT. 1982 VERT. 11%20' 29 Water Surface Zi 1810 / �0. Transition Existing Gr and Line at (L Improvement Water Surface 1790 Rectangular Channel bk 1770 ��-,5� Transition Rectangular Channel S,o 1750 ZZ I Water Surface Rectangular Channel Water Surface / Transition 2�Q 1730 XRectangular Channel 5310 cfs 1710 425+00 430+00 435+00 440+00 445+00 450+00 S. C. E. basement Continued On- I - .� Existing Kq- oposed Im ovement. ng Ditch - .- --- - - . _ 01 _ Sheet31 Sheet 29 E - _ T� �-�-- _. _ _ — _ _ - _- ` , FCD I Cm RIW 100 Existing, Levet , 100' RAW SAN BERNARDINO COUNTY 30':t� FLOOD CONTROL DISTRICT 16'+ I10't BILL MANN & ASSOCIATES DAY CREEK CHANNEL PLAN a PROFILE 1814 COMMERCENTER WEST Proposed Channel Existing Levee SU,TE A SAN BERNARDINO, CA. 92408 TYPICAL SECTION �, DATE SCALE: HORI2. IM=200' SHE 1 B1 . L C. MANN OCT. I9 VERT. 1"-20' 30 �,C.E14326 1990 ' Existing Ground Line at Improvement ,�� %66,►,`�Qy 1970 Water Surface j ��. Transition 1950 � 2010 �' '� , ,o•9 '�5 2 ,0.12 Water Surface Water Surface Rectangular Channel Rectangular Channel �� eo Transition 1930 Transition Rectangular Channel X; tig y ' a°�� ;4 i �r (0 19 i 0 ° 1970 'Rectangular Channed . 5310. cfs 1890 45.0_+00 455+00 460+00 465+00 470+00 475+00 (� �_ b E•G 0_) ; y:' ;� Continued 0 ! Sheet 32 r f!, Proposed•=l aero\ int o° \ .9 ' Std. 4 7+95 B.G:. Continued On Sheet 30 - _ Y .. Prop mpX.oyeme.nt� — _ _._ ' - _ _ Existing D ch ` I _. s ; N 100 Existing 'Levee \`'T FCD R/W - - - - SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT � __: 1001 RAW BILL MANN a ASSOCIATES DAY CREEK CHANNEL Proposed Channel i 30'3 12'±�� 10- 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO,CA. 924C•3 PLAN a PROFILE Existing Levee cl—, i%�C�1u�- _ DATE SCALE: HORQ. I°=200' SHEI TYPICAL SECTION BILL C. MANN .C.E. 143�'v OCT. 1982 VERT. 1%20' 31 4 5310 cfs 2190 21 70 Existing Ground Line at (L Improvement---,.,� i i i i �Q5 2150 � Water Surface 5 �� i i 2130 ' Rectangular Channel � a i Ngo 2110 FTron 2090 475+00 480+00 485+00 I 451 (L Pro osed Impro ment Proposed 8" RC.F. Turnout I i � } 1 Continued Sheet Continued Sheet 3l On t Uj CC) f }} i i `+ iN Ol ? w 1 m OD (l 'd �. V i �� (� - �, BILL MANN a ASSOCIATES SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL TO N " Q 4 1814 COMMERCENTER WEST PLAN 8� PROFILE t9 _ SUITE A FCD R/W _I I '' -� �� SAN BERNARDINO,CA. 92408 _ -- - \ 1 1 - DATE SCALE: HORIZ. 1" 200 SHE BILL C. MANN R.C.E. 14326 OCT. 1982 VERT. 1"- 20' 32 nSN n O m 7 � I raposed 1� r WE ►Sta. 510+( Continued Sheet 35 i SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN SHEI 33 1 5310 cfs 2350 ' 2330 2310 Existing Ground Line at— Existing Ground Line at / ,ZImprovement / -� (L Improvement 2290 Rectangular Channel ,/ Rectangular Channel 2270 ,// �� / C' 2250 / Water Surface-------- Water Surface 2230 a 2210 Rectangular Channel 510+00 / 2190 SAN BERNARDINO COUNTY 505+00 FLOOD CONTROL DISTRICT 500+00 BILL MANN a ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST PROFILE Transition SUITE A 2170 495+00 SAN BERNARDINO,CA. 92408 h C', /'/ /--` DATE SCALE: _SH1 ► 485+00 490+00 BILL - MANN R. C. 14326 OCT. 1982 VERT. 1"=20' 34 �K L// / ( rte/ i c-/ 2800 ?gyp p _ ---------- _ _ l' X' N 2F,pp CD\ *` Raw � - -`; FCD /W • - � V \ s o 3 60 s / * See Shfi of 5 Day Cr e Spr,d. ds. DAY' C YON DEB IS DAVM �\ Wafter Con vatlon Plan Intake% To er;' •.� , - 72`� R f osi n D'�a n 1, o t \ • �/ ' SpIIIWay a o Propos d Improveme t • - - \ °j _ - \\� — ,, � _ �o � ��i ; SW: -51 0--+ - "Cont i.n e dc • 30 C. r , qe l t r i IR Y � - ii t-- \ \ i I SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES DAY CREEK CHANNEL 1814 OMMERCENTER WEST PLAN SUITE A crani PPPIdApmKin ro Q9dnR DEBRIS DAM SHEI 35 2580 / Sta. 518+18 (L 4 I Debris Dam 0 I° �' Debris Storage Volum =540,000 Cu. Yds. i 2560 5`' ,' I Elev. 2550 Top e��5 � of Dam __ _ HL //2548 2540 5 F.L. 2536; Intake Tow r` Spillway Crest olo i 6 oho �i ro , Existing Ground Line i 2.5:1 3:1 ' at It- Improvement ' 2520 Basin Floor Elev. 251872 RCP Basin Drain2500/IA2.5:'l pillway Water Surface i i 2480 % Existing Ground Line at (L Improvement ,� Transition � o0 2460 Rectangular Channel � a i 2440 ° �i 535+00 2420 SAN BERNARDINO COUNTY 530+00 FLOOD CONTROL DISTRICT 525+00 5310 cfs BILL MANN a ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST PROFILE 2400 520+00 SUITE A DEBRIS DAM SAN BERNARDINO,CA.92408 DATE SCALE: HORIZ.I°=200 SHE 510+00 515+00 BILL C. MANN ..E. 14326 OCT. 1982 1 SIERT. l"=20 1 36 ioD I � x 4-4 W ch m0< — N N \ X N \/l ( N \ qDa C �Syon— ni wo m N O It U N y \ /� ,► \\ o 1 „ \ o � � I / / �� % I \I I I I 1 I I t ti o n �o .; �1\ o\ 111 \► ,_, ) It N Ln \ 1 1 \ \ \ � � \ \ ��\ �I�. ,� 1, �\. l � `► ! l t ' \\ BILL MANN 8t ASSOCIATES X814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 924C8 J i SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL PLAN tic DATE SCALE: HORIZ. I°=200' 1 SHE '\ BILL C. MANN C. E. 14 .?6 OCT. 1982 37 15' LEGEND �� EXIST. GROUND LINE SPREADING BASIN (TYR) — -- 3— 3' 3:1 (TYR.) EXIST. GROUND LINE--,, EXISTIIS5 RECEIRMON LEVEE SPREADING CHAN. (TYR) _ _--- — 3' 3:1 (TYR) � ^ N E CO TRUC�SPRE,ADING B,SINS �PROX 1090 APA�T UPS(LREAM !�S SHOWN WITH _ SPftEADING�CHANNELS BE�WEF_N-_BA�St�' i_ Tp `' SP ADING ASIN (T ) ' as W x w LL. rz s C t 16 Z DISTRIB TION j D. 0 k, BASIN SPRE DING • =. }`� i > o CHAN L (TYP }, 2 w t >LL 4J CIO 02 el p j~�_J I I 1 EXISTING TRAN51ytSSIC+N T01NR (TY A$IN,%QUTLETa PIt-tWAY p i \ , 36 CP BASH P AIN, ` R m S UT RN CA IFQ Nl EDIS 'N •EASf�-vl NT a CH SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES I UHT l,rctCr\ LnHIv1vC-L_ 1814 COMMERCENTER WEST WATER CONSERVATION PLA( SUITE A SAN BERNARDINO,CA. 92408 DAY CREEK SPRD. GRDS. ,�,c. C; DATESCALE : HORIZ. 1"=600' -SHE BILL C. MANN .C.E. 14326 DEC. 1982 1 " uloart 4 ;; J :� / ';✓ IV r L. A. DE P T. WAT'� R A_ 9 POWER R/W FAULT ZONE LEGEND ------ CONTACT FAULT -QUERIED WHERE UNCERTAIN, DOTTED WHERE BURIED, DASHED WHERE INFERRED, HATCHURE ON UPPER PLATE ` = DEBRIS STORAGE AREA SPREA-DING CHANNEL (TY .): I ,•';__ / I I SPR ADIfiIG� n t c co NO '' _ � - FC.C�' R/W FCD ICON TRQJ 7- S READINGS,EBASNS h tt �V { I APP OX -O ' APART A WNS SH IITH�SPfADIN/ CHA DA- C EK NNL t �" '�\�� 4i f� FCD' R/W� 15' EXIST. GROUND LINE ANY\ , DE RIS . f3AI I 1 15 -15jI•` I I r 4{ ' ! I 5 3:1 (TYP.) �3 0� SECTION B -B BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO,CA. 92408 BILL C. MANN/R/C.E. 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DAY CREEK CHANNEL WATER CONSERVATION PLAT DAY CREEK SPRD. GRDS. DATE SCALE: HORIZ. I"=600' 1 SHi DEC. 19 8 2 1 2 1940 I� / 1900 I� 1860 z 1820 / li / cn 1780 cr Exist. Ground Line / I' o � U L / 1740 I' 1700 200 MWD Easement / / I 1 1660 300 / 161' Water Distribution I 3:1 (TYR) SECTION A- A Pipeline—C.C.W.D. (Depth Unknown) I � Basin 1620 / SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT oll BILL MANN a ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCEN TER WEST WATER CONSERVATION PLAN M. W. D. 96Foothill Feed r SUITE A SAN BERNARDINO, CA.92408 DAY CREEK SPRD. GRDS. DATE SCALE: HORIZ. I'� 400 SHEE BILL C. MANN C.E. 14326 DEC. 1982 VERT. 1"-40� 3 < X' 2 1920 I 0 z aD a� t aD 0 co Exist. Ground ine / L.A. Dept. of Water & Power R/W I/ SECTION A -A r / i / SECTION A -A r Exist. Ground Line / i 0 / z / 0 / W / a / W BILL MANN & ASSOCIATES 1814 COMMERCEN TER W E'ST SUITE A SAN BERNARDINO, CA. 2408 BILL C. MANN 5(C,.F 43266 SAN BERNARDINO COUNTY l FLOOD CONTROL DISTRICT DAY CREEK CHANNEL WATER CONSERVATION PLA1 DAY CREEK SPRD. GRDS. DATE I SCALE: HORIZ.l""400 I SHI DEC. 1982 VERT. 1"-40' 4 / Exist. Ground Line / i 0 / z / 0 / W / a / W BILL MANN & ASSOCIATES 1814 COMMERCEN TER W E'ST SUITE A SAN BERNARDINO, CA. 2408 BILL C. MANN 5(C,.F 43266 SAN BERNARDINO COUNTY l FLOOD CONTROL DISTRICT DAY CREEK CHANNEL WATER CONSERVATION PLA1 DAY CREEK SPRD. GRDS. DATE I SCALE: HORIZ.l""400 I SHI DEC. 1982 VERT. 1"-40' 4 1 a 0 n / a� 0 2600 -y- / U / II D / 2560 \ / Debris Basin 2520 d 2480 z M / 2440 / Exist. Ground Line � 2400 � SECTION A- A � 2360 � 2320 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES DAY CREEK CHANNEL 1814 COMMERCENTER WEST WATER CONSERVATION PLAN SUITE A SAN BERNARDINO, CA. 92408 DAY CREEK SPRD . GRDSI DATE SCALE HORT. 1� = 4001 SHE BILL C. MANN .C,E. 14326 DEC 1982 VERT. 1"-401 5 •M 890 Utilities To Be Relocated Sta, 1+40 36 11H.P. Gas Line Sta. 1+10 15" V.C.P. Sewer Lir Sta. 1+00 10" V.C.P Sewer Line 880 Maximum Su face HWL-Elev. 883 WINEVILLE BASIN Elev. 873 870 --- Maximum Storage Surface HWL EI. 872— Existing Basin Floor--,,, — / 860 Proposed Basin Floo -EI. 858 850 O -i O C: ± p co cn Existing Ground Line Water Surface Rectangular Channel b=28` V= 15.6 fps n b=:�2� d=9' S=0.003 -'--32' W x 9'Hx2O' L CB Culvert Basin Inlet Spillway 3500 0+00 5+00 10+00 Toe of Basin Floor \, , FCD R/W Section Line Existing 1011 V.C.P. Sewer Easement Line Existing 15" V.C.P. Sewer I Existing 36" H.P. Gas Line Proposed Basin Floor ----**'LO RCB Culvert WINEVILLE BASIN �� ° I North R/W Line rA �' % `� ooUos R/W Line Tra nsiti ss` =15'1 S=0.0050 .5 15+00 Continued On Sheet 2 Southern California Edison Easement Rock Splash Pad—� I +, tri I BILL MANN a ASSOCIATES o I � � E 1/4 Corner Section 31 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 1�512r BILL C. MANN IK C. E. 14326 /W 17, SECTION A A NO SCALE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNE PLAN & PROFILE DATE I SCALE: HORIZ. Ct200' I SHE OCT. 1982 1 VERT. I"= 10' 1 ••• Water Surface '•• 9M L' • -O S S=0.005 Sta. 32+60± 4 urupa Street Existing 4-16'x 61t RCB Existing Ground Line i Existing 60° a 63" RC P's i Storm Drain Inlets i /I �� r� Transit Water Surface ss 1.5:1 S=0.001 6' d =7.25 S=0.0060 ss V=21 fps Existing 27° Sewer d2 =7.5 b= 4 Existing 60" P. P Storm Drai i onsition I. I I I Transiti 3500 cfs 15+00 20+00 25+00 30+00 Edison Easement \\ 6 N G -o �i Existing 63" RCP\ y \ Easement Line, � Srm Drain \\ �to— Continued F On EdisonSheet I Easement 65` M c° �\ [5:1:± 35't Edison Easement \`\ 1.5:1 I I 1.5:1 Existing 27" Sewer I.S:I �7.5' I 1.5:1 Existing 60" RCP Storm Drain SECTION B -B NO SCALE Edison Easement 35+00 BILL MANN a ASSOCIATES 1814 COMMERCENTER WEST SUIT A SAN BERNARDINO, CA. 92408 BILL C. MANN R.C.E. 14326 Easement Line I Continued Existing 4-16'x 61± RCB Sheet 3 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNE PLAN & PROFILE DATE I SCALE: HORIZ. I°=200' SHI OCT. 1982 1 VERT. I"=10' 1 2 •' • 930 920 910 1 � b=26 d=7.25 ` ss=1.5.1 S=0.00 0 900 v=20 fps ••• Water Surface � f b°22 Transition Station Equation: Sta. 63+60± (South) = Sta. 71 78.51 (North) (L Sonte Ana Avenue Existing 4-9'x4' RCB .......... . O\e Existing Ground Lineg-0' 0 FPg q.\6 v \4:25 Existing 20" Steel Casi S=0 020 _I Transition 11�201157RCP Elev. 9 8 (Future Water ss- x.:1 5 d=6.75 v=25 fPs 40+00 45+00 50+00 3500 cfs SECTION C -C NO SCALE __ Edison Easement 55+00 MMMlrOJ.2-23C Existing 30 Steel Cann VCP (Future Sewer) 60+00 LP \ Easement Line 65+00 m Continued 6 PI?OP 57"/?CP --- \ `\ M �N PIFOT. 2-23C 9� Sheet 4 2G BILL MANN 8 ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO,CA. 92409 �.�.� r; i�/a;,� BILL C. MANN R.C.E. 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNE PLAN & PROFILE DATE SCALE: HORIZ. I"=200' SHE OCT. 1982 1 VERT. I"= 10' 3 Continued On Sheet 3 75 00 Lp 17 9\ \ Edison Easement . 85+00 90+00 Qs Continued On Sheet 5 Existing 12" Sewer Edison Easement BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO,CA. 92408 -- BILL C. MANN Rt, E. 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNI PLAN & PROFILE DATE SCALE: HORIZ. I"=200' 1 SH OCT. 1982 VERT. I"= 10' CO O Z > 9 60 '- Q v +I '0 v CID wW r—< C tr) v — .- 0(0ro o v v cn -- 950 —� Existing apezoidol Channel----, J --`! O 0125 —� i � 940 Existing 4-9'x4' RCB 1 � - — Existing 8 Sewer Lateral 930 _L — Existing Channel FI wline V n Existing 20 Steel Casing 920 v Elev. 928 (Future Water Line) Existing 30" Steel Casing & 15" VCP (Future Sewer) 910 7n+nn + - Continued On Sheet 3 75 00 Lp 17 9\ \ Edison Easement . 85+00 90+00 Qs Continued On Sheet 5 Existing 12" Sewer Edison Easement BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO,CA. 92408 -- BILL C. MANN Rt, E. 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNI PLAN & PROFILE DATE SCALE: HORIZ. I"=200' 1 SH OCT. 1982 VERT. I"= 10' Continued On— Sheet n Sheet 4 �r Proposed RAW 1.5:1 Existing 811 VCP Sewer Existing 4 91x41 RCB - P/PO/? Coo "RC /' M �N PRO,T 2-23 0 Dosed R/W SECTION D -D NO SCALE 1.5:1 I Vv • v%..� I UDtUU `i_ll III.-�Existing 1011 Water Line lD r�I I � I� 10, IQI Existing 1011 Gas Line 110+00 L X X 321Wx6.51Hx601 F (Existing Trestle Br L__, J t _ BILL MANN 81 ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL C. MANN 4C.E. 14326 115+00 State Fwy I SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNE PLAN & PROFILE DATE I SCALE: HORIZ. I"=200' SHE OCT. 19132 VERT. I"= 10` 5 Sta. 107+50 ± State Fwy_F 990 > q- S. P. R. R. 00 0 + ` 0 0 O a I o Q 321Wx6. 'Hx60'L RCB 980 d' Water Surface---,_�----- Remove Existing Approach Apron ,/ --- S%. -.O 84 970 Existing 4-9`x41 RCB , b_Z6' d=6.5 Existing Trapezoidal Channel P/?O/? CO" /?C/o �—� 55=1. b° 26 d`=6.5 0 p10 S= ransitio I � � 960 Transition Transition IV, Sta. 100+51-1011 Water Lin Sta. 100+44-811 VCP Sewe 0125 _,_-�I 950 _S �� 1811 Casings for Sta. 100+15-IC1j Gas Line Future Utilities Elev. 960.3 Existing Channel Flowline 3500 cfs 940 ,.,. 9n+nn o�+nn �,,,.. Continued On— Sheet n Sheet 4 �r Proposed RAW 1.5:1 Existing 811 VCP Sewer Existing 4 91x41 RCB - P/PO/? Coo "RC /' M �N PRO,T 2-23 0 Dosed R/W SECTION D -D NO SCALE 1.5:1 I Vv • v%..� I UDtUU `i_ll III.-�Existing 1011 Water Line lD r�I I � I� 10, IQI Existing 1011 Gas Line 110+00 L X X 321Wx6.51Hx601 F (Existing Trestle Br L__, J t _ BILL MANN 81 ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL C. MANN 4C.E. 14326 115+00 State Fwy I SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNE PLAN & PROFILE DATE I SCALE: HORIZ. I"=200' SHE OCT. 19132 VERT. I"= 10` 5 880 Waier Surface —� 870 Top of Existing Channel Levees 860 Water Surface �— v,35.1 fP ' l_ ollo 850 Flowline of E isting Earth Channel b-20 840 12,100 cfs 0+00 5+00 10+00 15+00 20+00 25+00 00 U U F.C.D. R/W -- -- -- -- Continued _ t Existing Earth Channel a Proposed Improvements _ _ Sheet 2 -- 150' R/W — 75� -- F.C.D. R/W woac . . .esgn Z ..F. (0 0 Cr Or, wa >z w SAN BERNARDINO COUNTY m FLOOD CONTROL DISTRICT z a BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHAN 1814 COMMEPCENTER WEST PLAN & PROFILE SUITE A SAN BERNARDINO,CA. 92408 �-�� C DATE SCALE: HORIZ. I"=200' SH BILL C. MANN R.C.E. 14326 DEC. 1982 VERT. I"=10' 1 12,100 cfs 910 900 Top of Existing Channel Levees i Water Surface / a' 3- 14'Wxl2'Hx7O'L RCB 690 in v co Rect ngular Channel N 4 ss S,OO\ Sta. 48+30 Confluence Jurupa B sin Outlet Chan. 880 b:2p d"12� �,'S66fps ��34Af s Transition S=o.� 104 Transition — i ss .15;� 870 �� b:2o d �13 Flowline of Existing Earth Channel Transition Transition Chino Basin Sewer 26+ 42 Top 860 25+00 30+00 35+00 40+00 45+00 50+00 U, Sta. 40+50 B.C. Q R=1000 Chino Basin Sewer 35 y F.C.D. R/W— �t Proposed Improvement Continued On t Existing Earth Channel & Proposed Improvement-� -,, - Continued Sheet I - - - +� `�_a (L Jurupa Basin -,, Sheet 3 Outlet Channel 14- 48" RCP But 180' R/W 90 F.C.D. R/W Outlet Drain _3 3-14'W x 12'H x7O'L RCB Sta. 42+80 P.R.C. Sta. 45+10 E.C. a (7- 75" RCP1s Exist) R=1000' SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHAN 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN BERNARDINO, CA. 92408 DATE SCALE: HORIZ. ["=200` SH 31LL C. MANN R.C.E. 14326 DEC. 1982 VERT. I"=10' 2 12,100 cfs 940 Top of Existing Channel Levees 930—� Water Surface ' i I 0,2 920 Rectangular Channel Channel Width Varies 5' Sta. 70+30 b=28' d'=14. 910 (S 4?5 Flowline of Existi g Earth Channel b�2a 900 Rectangular Cannel Transition 50+00 55+00 60+00 65+00 70+00 75+0 Sta. 50+50 B.C. R=1000' Sta. 54+00 P.R.C. Sta. 57+50 E.C. Continued on R=1000' Additional R/W to be Acquired Sheet 2 _ Proposed Improvement 50' 200' R/W FC.D_R/W -- Continued t Jurupa Basin----""�� \\ - - - - - - Sheet 6 Outlet Channel R=500 �� Top of Levee Elev. 928.5 Basin Inlet Channel 6�5� GAS Additional R/W Side Weir Inlet Structure 48 " RCP Basin Outlet Drain o i d o T T TFlip Bucket to beAc u re Length =1200' F.C.D. R/W 100' Additional \ R/W to be Acquired ` �v Sta. 70+ 30 B.C. ` \ Outlet Spillway�\ � ��. R=1000' Rock S lash a . Protect Basin Slopes Pad F �° SAN BERNARDINO COUNTY I as Necessary FLOOD CONTROL DISTRICT JURUPA BASIN (See Sheet 4) BILL MANN &ASSOCIATES 'SAN SEVAINE CREEK CHAf� F.C.D. R/W N O) i8 i 4 COMMERCENTER WEST PLAN & PROFILE SUITE A w SAN BERNARDINO,CA. 92408 p0 " �', DATE SCALE: HORIZ.I"=200' SH BILL C. MANN A.C.E. 14326 DEC. 1982 VERT. I"=10' 3 San Sevaine C eek— Channel ( See Sheet 3 ) 0 F.C.D. R/W—� 936 896 Basin Floor Basin Inlet Channel (6 7 50 cfs) See Sheet 3 °oma 2O'x 13.5' Rock Splash Pad Flip Bucket Dissipator —Protect Basin Slopes as Necessary Outlet Spillway 100' Additional R/W to be Acquired 48" RCP Basin Outlet Drain (L jurupa Basin Outlet Channel R=500' See Sheet 2 For Confluence With San Sevalne Creek Channel 936 896 co co 0) M co m 0) N 00 Q) 896 9285 / F.C.D. R/W MAXIMUM STORAGE VOLUME 1300 ACRE FEET III SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAN JURUPA BASIN SHI 4 San Sevai e - Creek Channel FC.D. R/W I 121 Existing Ground Storage H.W L Elev. 920- 3- \`---J 4:1 Elev 928.5 2:1 Basin Floor SECTION B -B �FC.D. R/W I I Exiti sng Ground Maximum H.W.L. Elev. 926 Storage H.W.L. Elev. 920 I, I F.L. 896 Bassin Fluor SECTION A -A Fl 896 FC.D. R/W I I Elev. 936 I EN S=0.0 FC.D. R/W I 2'1 ,—Maximum H.W.L. Elev. 926 D iop o. Levee Elev 928.5 -Max. H.W L. EI Spillway Crest —\ F.L. 920 Spillway \.,- 4'1 F.L. 896 \ Basin f Outlet Channel OUTLET SPILLWAY SECTION BILL MANN 81 ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNAP-D'NO;CA 92408 BILL C. MANN .C.E. 14326 HORIZ. I"=100' VERT. I"=20' SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAN JURUPA BASIN DATE SCALE: HORIZ. I"=200' 1 SF DEC. 1982 VERT. C=20' 18,850 cfs 970 Sta. 82+30 Begin Jurupq Basin Side C i Weir Inlet Structure-6750 cfs Top of Existing Channel Levees `� -�u 960 Water Surface f ::, 950 �� S.00�2 S X4,50 940 b=2 —�` Flowline of Existing Earth Channel 930 012o Transitio —� S-o Rectangul r Channel Channel Width Var es Sta. 82+70N Rectangular Channel Sta. 82+30 b=4 d'=14.5' b=40' d' 14.5' S=0.012 V=4O.9cfs 75+00 80+00 85+00 90+00 95+00 100+00 Sta. 85+70 P.R.CNR=1000' I Sta. 88+00 E.C. (L Proposed Improvement 50' 1 EX /S l,' 3�o"/?C/� t Existing Earth Channel i— 8c Proposed Improvement F.C.D. R/W Continued On - - �� Continued Sheet 3 '� - _ _ Sheet 7 Side Weir Inlet Structure Length =1200' F.C.D. R/W 200' R/W Sta. 83+40 B.0 NR=1000' 100' NOTE Riw loo' (L100, RAW ~ Natural Ground is 3'± Below 50' 50' —— Top of Existing Levees I Mmn— SAN BERNARDINO COUNTY Natural Ground--,, I --- I FLOOD CONTROL DISTRICT f'—R 8 W Revetment BILL MANN 8� ASSOCIATES SAN SEVAINE CREEK CHAP LT J 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN BERNARDINO,CA. 92408 EXISTING CHANNEL SECTION DATE SCALE: HORIZ. I"=200' SF BILL C. MANN RC.E. 14326 DEC. 1982 VERT. I"=10' 6 me, 970 •.E 950 Continued On Sheet.6 rn _o> Triple -18'Wxl2'Hx90'L RCB-,, o4-1 Water Surface b= 24 d'- \ 5 v 40.5 'Ps Sta. 106-t24 S=0 0\,4u Transition 12" H.P. Wate Line TL 954.9 100+00 105+00 Triple -18' W x 12' H x 9O'L RCB- (5-48"CMP's Existing) F.C.D R/W---,.,_ j 18850 cfs _ /—Top of Existing b� 2° Flowli e of Existing Earth Channel _Transition 1-- Sta. 113+43 4" 02 Pipeline --'- -- Relocate (Top Pipe E1.976.5 Transit o 110+00 W ( Triple- 18'W x 12'H x60' L RCB (5-72 (,MP s Existing) 100' 1200' Existing Bridge PierR/W ce , 2 2' i� 3 2' I w West Channel I1 East Channel I v7 o II W. S.---,,, I I W.S r_J Ll 12.25 I 1 U U PROPOSED CHANNEL AT FREEWAY (L Existing Earth Channel & Proposed Improvement -- a 12" H.P. Water Line annel Levees Top of Existing Channel Levees Triple -18'W x 12'H x 60'L RB Water Surface S'0 0\3 d'=\3 fps b-- 40 .�=3° Rectangular Channel Transition 1 15+00 a San Bernardino Freeway Existing Mulberry Channel P901? /2'WX 7.5'/7 SECT. CHAA/. P,5p zM N P/?aT. 2-22A I I S-_0.0 �1 J S'0'0\3 A Transiti Rectangular ChannE I See Section this S t. onsition 120+00 125+00 Continued FWY. R/Wi ice' I� I I Sheet 6 ISI I, I 1 31 / 10 1 0 j St. R/W- •1 Existing Bridges LU 1 °D12-22A (L West Im rovement 1 Mp —�1 _ IORO (L East Improvement--- 1 '� F.C.D. R/W Exist. Mulk 1(31 1 1 1 1/! !! Channel SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHANT 18i4 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN BERNARDINO , CA. 92408 BILL C. MANN R.C.E 4326 DATE SCALE= HORIZ, I•=200' 1 SHE DEC. 1982 VERT. I°=1( 7 1030 Top of Existing Channel evees M Triple -16'W x 12' H 80' L RCB 0 °' Water Surface l� 1020 +0 >—'' / N / S 4 1010 % ��'— S po136 Top of Existing Channel Levees Existing Mulberry i� � 1 Water Surface / Channel 1000 Flowline of Existing Eartt Channel ITJ ' 0 1 Transition d�lv"ac Transition b�24 990 O134 S,O b=40' d'=12.75' S=0.0134 V=40.0 fps R ct Chan. 18850 cfs Transition 15550 cfs 125+00 0 130+00 135+00 140+00 145+00 150+00 1&"0XYGEN e"Nir�oGEN Triple -16'W x l2'H x 80' RCB p ( 3-66" CMP s Existing) F.C.D. R/W Continued On--.,;- Existing Earth Channel Continued Sheet 7 - 8, Proposed Improvement Sheet 9 Existing Mulberry ` ` F.C.D. R/W 100' 200' R/W Channel SAN BERNARDINO COUNTY Existing BridgeQ T 7 36'± 36't �� 48 ± Natural Ground `---�� ,+ /—� BILL MANN & ASSOCIATES FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHA( 2,1 II I� 11 2,1 12 - �-�_—� 1814 COMMERCENTER WEST PLAN & PROFILE II 5' �i--Tj—Existing Rip Rap SUITE A EXISTING CHANNEL AT STA. 140+00± SAN BERNARDINO,CA. 92408 EXISTING CHANNEL AT FREEWAY .�� DATE SCALE: HORIZ. I"=200' SH BILL C. MANN R.C.E. 14326 DEC. 1982 VERT. I"= IO' 8 3-16'Wxl2'Hx7O'L RCB F.C.D R/W (Existing 4-12'x6 RCB) Continued On t Existing Earth Channel RR Spur--, Sheet 8 & Proposed Improvement NOTE Natural Ground is at Top or Above Existing Levees 3- 16'Wxl2'Hx2O'L RCB 15'# 5'± 15'± 15'+ 15'+ 15'± 15'± , - I , T-7 -z---__ -IT__rF_TrR R Tracks _ ----------�-- --~ -- -- ------ IT _ I I I I I I I I I10'+ '+\6 _ it II 11 II II 30'± STA, 158+80 STA. 163+65 EXISTING CHANNEL SECTIONS AT R.R. BRIDGES iovTvv I0 to o' a z w W m z Q r�/_,v Ib0+UU 170+00 175+00 6"N/T/?06E1V 3" H V /J/ZOGEN ,--3-16'Wxl2'Hx2O'L RCB r i-3-16'Wxl2'Hx2O'L RCB Continued _ Sheet 10 Ll 200' R/W RR Spur 100' RR Spur F.C.D. R/W :�7 NOTE Natural Ground is at Approx.-®-- Top of Existing Levees UT/L/T/ES W/THIN S4N//?NAh'/J/NO AVENUE TO /3E I?ELOC4T50 /61, W4TER " FM. SEWER TELEPHONE CON00/T B"C45- BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL C. MANN C. 1- 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAP PLAN & PROFILE DATE SCALE: HORIZ. I"=200' Sl- DEC. FDEC. 1982 VERT. I"= 10' 9 171+45 (L RR Spur 158+80 3- 16'Wxl2'Hx2O'L RCB Water Surf (L R R Spur 1060 3- 16'Wx 12'Hx70'L I RCB 9+50 163+65 Spu �! San Bernardino Ave. q- RR 3-16'Wxl2'Hx20'L RCB —� ---' _ � 3- 16'W x 12' H x 20' L RCB � �� 13=13 b=2 1 107 Top of Existing Channel Levees / I- i7 010 S_0.0'. 1 1050 ` /� I S=o _s d:13 Transition Water Surface �i — ------ _-- b`28 ss=1.51 I 13, V-36 3fps Trapezoidal Ch nnel b'S 0.01O Trapezoidal Channal Transition 1040 _ - _— / S V=3G.9 jj�j i51 iss 1. Transition -- s Transition Rectangular Transiti n 1030 b=2°r v=�°8{p Channel 01� — s=0 Transition Flowline of Existing Earth Channel Re tan ular Channel b=62' d'=15 S=0.0107 1020 i1 Kc./ STA. /59-1-28 t C/5MWO /2"� /5" ENC,40,50 /1146" 6TEEZ. PIPE TOIL OF ENC43EME1/ T 0 /024. 15550 cfs 3-16'Wxl2'Hx7O'L RCB F.C.D R/W (Existing 4-12'x6 RCB) Continued On t Existing Earth Channel RR Spur--, Sheet 8 & Proposed Improvement NOTE Natural Ground is at Top or Above Existing Levees 3- 16'Wxl2'Hx2O'L RCB 15'# 5'± 15'± 15'+ 15'+ 15'± 15'± , - I , T-7 -z---__ -IT__rF_TrR R Tracks _ ----------�-- --~ -- -- ------ IT _ I I I I I I I I I10'+ '+\6 _ it II 11 II II 30'± STA, 158+80 STA. 163+65 EXISTING CHANNEL SECTIONS AT R.R. BRIDGES iovTvv I0 to o' a z w W m z Q r�/_,v Ib0+UU 170+00 175+00 6"N/T/?06E1V 3" H V /J/ZOGEN ,--3-16'Wxl2'Hx2O'L RCB r i-3-16'Wxl2'Hx2O'L RCB Continued _ Sheet 10 Ll 200' R/W RR Spur 100' RR Spur F.C.D. R/W :�7 NOTE Natural Ground is at Approx.-®-- Top of Existing Levees UT/L/T/ES W/THIN S4N//?NAh'/J/NO AVENUE TO /3E I?ELOC4T50 /61, W4TER " FM. SEWER TELEPHONE CON00/T B"C45- BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL C. MANN C. 1- 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAP PLAN & PROFILE DATE SCALE: HORIZ. I"=200' Sl- DEC. FDEC. 1982 VERT. I"= 10' 9 Continued On Sheet 9 1! JTUU 1107MAML (L Service Road /� "OXYGEN L3" Ni r�OGEN SERVICE RD. (STA. 180+80) Bridge 30'± Wide 14' !. 30; �u SERVICE RD. a RR SPUR 188+00 3- 16'Wx IC Hx40'L R C B's q. Service Road �-Bridge 16± Wide ---------__ M f5 115 I 12 Piles X40' L u EXISTING CHANNEL SECTIONS STA. 196+50± 190+00 195+00 200+00 3- 16' Wx 10' Hx20'L RCB /""OXYGEN � B" oxYGEN �'41-:)QNr�.) 200' R/W RR Spur 13'-14' 25'`- �- Existing Earth Channel a Proposed Improvement BILL MANN B ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 4�9azz BILL C. MANN �.E. 14326 Continued Sheet II F.C.D. R/W NOTE Natural Ground is at Approximately Top of Existing Levees. SAN BERNARDINO COUNTY 17— FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAN PLAN a PROFILE DATE I SCALE: HORIZ. I"=200I SH DEC. 1982 VERT I"= 10' 10 y U > Top of Existing Channel LeVE es U 1 100 ) 3- 16'Wx 10 'Hx20'L RCBej i 0 I �� 00 of 0 0 3-16 Wx 10' Hx cfl�rCL OD 0'L. � Co i 1090 w 0 KCB's Flowline of Existing Earth Chann 1080 Water Surface-,,, Trapezoidal Channel n Transiti 1070 0 3 d .`2��3 b� _, I Rectan ular Channel S�0' b= 36' d'=13.5' S=0.0136 _ 00 36 1--Tropezoidcl Channel Transition \j S -Z Transition 1060 b Transition /VOTE: Trapezoidal Channel UT/LIT/65 ATTACf-1,51D TO T/Mi3E/? T/? STLE 151?//JGE AT 0TA. /BG71- l'D/?OT,5 T /N PLACE /G "OXYGEN Transition g" /QOM FIC wATEI? ELECTRICAL IM)01 T 15 5 5 0 c f s /2" Oona TIC w�TER 8" COM/ Er�SE/� A/R B" GA5 Continued On Sheet 9 1! JTUU 1107MAML (L Service Road /� "OXYGEN L3" Ni r�OGEN SERVICE RD. (STA. 180+80) Bridge 30'± Wide 14' !. 30; �u SERVICE RD. a RR SPUR 188+00 3- 16'Wx IC Hx40'L R C B's q. Service Road �-Bridge 16± Wide ---------__ M f5 115 I 12 Piles X40' L u EXISTING CHANNEL SECTIONS STA. 196+50± 190+00 195+00 200+00 3- 16' Wx 10' Hx20'L RCB /""OXYGEN � B" oxYGEN �'41-:)QNr�.) 200' R/W RR Spur 13'-14' 25'`- �- Existing Earth Channel a Proposed Improvement BILL MANN B ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 4�9azz BILL C. MANN �.E. 14326 Continued Sheet II F.C.D. R/W NOTE Natural Ground is at Approximately Top of Existing Levees. SAN BERNARDINO COUNTY 17— FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAN PLAN a PROFILE DATE I SCALE: HORIZ. I"=200I SH DEC. 1982 VERT I"= 10' 10 Gvv-r VV Continued On Sheet 10 32' 2� rr > MWD Aqueduct AT MWD AQUEDUCT ZU3+UU z I U+00 X178" MWD Aqueduct F.C.D. R/W (I- Existing Earth Channel 11 8k Proposed Improvement I 1 (L Proposed F.C.D. R/ 215+00 Improvement 200' R/W 11 4- West Fontana Channel 11 (See M & N C.S.D.P. No. 2) ` 2 5'; - -� .-mr 2=1 �'� �� 12`± STA. 210+00± EXISTING CHANNEL SECTIONS (L Basin Spillway & Outlet Channel Basin Outlet Drain Pipe Proposed Hickory Basin Top of Levee Elev =1 130 - Basin Floor Elev. =1 110- 3' 1� ~t 1 220+00 225+00 3-18'Wx12.5'x30'L u 3-18'Wx12.5'x7O'L R RCB Q F. C.D. R/W-�� HICKORY AVE. Continued 60' 6 0' �< LL:ILEX AVE 140' R /W = r -- d5 I 1 Q BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO , CA. 92408 BILL C. MANN .C.E. 14326 Sheet 12 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAD PLAN & PROFILE DATE SCALE: HORIZ. I"=200' SH DEC. 1982 VERT. 1 0' 11 i 15 550 cfs 12200 cf s Natural Ground Along Proposed Improvement Top of Existing Channel Levees 1 130 Water Surface Rectangular Channel b=62' d'=11' 1120 o% /=27. . S=00 'f=P1s1' 3-184x12. ` ' Hx70Ld 0 n 0 _ 1 1 10 / = j1� � b=5o 0060 _ _ L-rralnsiti _— 0 rn c15 I- RCB N N cl ryh Flowline of Existing Earth Channel + N a 3-18`Wx12. 'Hx3O'L 6j RCB Natural Proposed Ground Along Improveme 1100 �° II _— g=0.0060 II Water Surface - �� J,38� fFsl 5•.1 11 Rectangular Channel a j13 ss 1090 b�16 On60 150' Transition l 178" MWD Aqueduct To 1104.8 P —206+30 b = 40 d Tr 1275 nsition I LTransition Existing Rip Rap Bottom Co trot (Protect in Place) Transition 4 -- (Protect in Place) Transition Gvv-r VV Continued On Sheet 10 32' 2� rr > MWD Aqueduct AT MWD AQUEDUCT ZU3+UU z I U+00 X178" MWD Aqueduct F.C.D. R/W (I- Existing Earth Channel 11 8k Proposed Improvement I 1 (L Proposed F.C.D. R/ 215+00 Improvement 200' R/W 11 4- West Fontana Channel 11 (See M & N C.S.D.P. No. 2) ` 2 5'; - -� .-mr 2=1 �'� �� 12`± STA. 210+00± EXISTING CHANNEL SECTIONS (L Basin Spillway & Outlet Channel Basin Outlet Drain Pipe Proposed Hickory Basin Top of Levee Elev =1 130 - Basin Floor Elev. =1 110- 3' 1� ~t 1 220+00 225+00 3-18'Wx12.5'x30'L u 3-18'Wx12.5'x7O'L R RCB Q F. C.D. R/W-�� HICKORY AVE. Continued 60' 6 0' �< LL:ILEX AVE 140' R /W = r -- d5 I 1 Q BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO , CA. 92408 BILL C. MANN .C.E. 14326 Sheet 12 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAD PLAN & PROFILE DATE SCALE: HORIZ. I"=200' SH DEC. 1982 VERT. 1 0' 11 I 239t00 Water Surface t Arrow Hwy. _--/� 1 160 3- 14'Wx 12'Hx7O' L RCB— 40 S10.01 1 150 Natural Ground Along Propo ed Improvement a =�3 38? fps 1140 Water Surface —,,\ i �0=38' ?fps Transition S:o Transition 1130 a=�3 1 120 12200 cfs 225+00 230+00 235+00 240+00 245+00 250+00 Sta. 232+00 E.C. �3-14 'Wxt2'Hx7O'L RCB 200' R/W HICKORY AVE. -- Continued Continued On—� Sheet I I F.C.D. R/W--'O'Sheet 13 �. Proposed Improvement 1 - 1 100IL F.C:D. R/W ILEX A AVE. 200' R/W 100 C3 NOTE SAN BERNARDINO COUNTY m a_ Area Within R/W in this Q FLOOD CONTROL DISTRICT o+ 0 o Reach is Approximately BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHA[ >O _ 0O cn the Same Elevation as the 1814 COMMERCENTER WEST PLAN & PROFILE N N Surrounding Streets. SUITE A p SANK BERNARDINO, CA. 92408 v DATE SCALE= HORIZ. I"=200 Sf BILL C. MANN R.C.E. 14326 DEC. 1982 VERT. 1"=10' 12 NOTE Area Within R/W in this Reach is Approximately the Some Elevation as the Surrounding Streets. Area is Partially Excavated Continued On Sheet 12 prop°sed �mPro F.0•a' R� tiLE� 20% Lou+VV 3- 14'Wxl2'Hx100'L RCB (Existing 25'x4.5'xl2O' RCB)v� o RjW Sta. 261+90 B.C. R=1500' p Z U D + U U LSU+UU co C r istin FC D. R/W - 8r ProposedE�Mpro�e annel 'Hent \ �E. \ `FC.D R Z\ 0 0 20�,I 11- C14 - r] C O. -7 n r n W z75+00 NOTE Natural Ground is Top of Existing Lev Continued On She SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAN PLAN & PROFILE SH I' I -o Top of Existing Channel m Levees Water Surface j 1200 0 !E + O LL 3- 14' xl2'Hx100'L RCB C\'� �� - / 3 SSs15'1 190 ly- Natural Ground Along Propodped Improvement ---"_ a= 1 180 �''� b 3o S:o 100' Transition Water Surface // �p.5 fPo152 s o Transition Flowlire of Existing Earth Channel a ,13 1170 /� b,3o Transition 0140 s=o Rectangular iChannel ss -151 �,38� fps 100' Transition 1 160 b'1G 12 200 cfs NOTE Area Within R/W in this Reach is Approximately the Some Elevation as the Surrounding Streets. Area is Partially Excavated Continued On Sheet 12 prop°sed �mPro F.0•a' R� tiLE� 20% Lou+VV 3- 14'Wxl2'Hx100'L RCB (Existing 25'x4.5'xl2O' RCB)v� o RjW Sta. 261+90 B.C. R=1500' p Z U D + U U LSU+UU co C r istin FC D. R/W - 8r ProposedE�Mpro�e annel 'Hent \ �E. \ `FC.D R Z\ 0 0 20�,I 11- C14 - r] C O. -7 n r n W z75+00 NOTE Natural Ground is Top of Existing Lev Continued On She SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHAN PLAN & PROFILE SH I' 1230 Top of Existing Chan el Levees i i 1220 Water Surface / �. i Top of Existing Chanr el Levees 1210 Water Surface 55=1.5•• � 1200 d .13 Flowline of Existing Earth Channel 9 0.015 f P5 v,39 1 190 a '13 Flowline of Existing Ear h Channel b'16 36 Gas Line C- /0/?OP Sta. 294+85 12200 c f s mi�,v mos 2-2eJ 275+00 280+00 285+00 290+00 295+00 300+00 F:C.D. R/W---..,, Continued On Existing Earth Channel Sheet 13 j & Proposed Improvement Continuei Sheet 15 100 200' R/W F.C.D. R/W NOTE P1201005,513 5d111? CP M 'Al PI?0,7E'C7- 2-28,7 Natural Ground is 3' to 4' Below Top of Existing Levees SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHAT 1814 COMMERCENTER WEST PLAN & PROFILE SUITE A SAN BERNARDINO , CA. 92408 C. DATE SCALE: HORJZ. I"=200' S. 81t_L C. MANN C.E. 14326 DEC. 1982 VERT. I"=10' 1270 i i i i Top of Existing Channel Levees i , / S;0 0\52 1260 b=\�' v;3g•g�P i Water Surface �� , �� 0130 1250 ss v=3.9 fPs Transition b=1A Flow of Existing Earth Channel 1240 5;1 9 SPS Transition v+3g d.\3 b'\6 1230 STA. 30/t35 /2"11V /2ELOCA TE 12200 cfs 300+00 305+00 310+00 315+00 320+00 NOTE Natural Ground is 41 to 5' Below Top of Existing Levee F.C.D. R/W--.,,-- Continued On Existing Earth Channel &Proposed Improvement -- Continued On Sheet 14 _ i Sheet 16 100 200' R/W F.C.D. R/W R/W 100' f- 100' RAW NOTE 55' 55' Natural Ground is 3' to 4' Below I , i Top of Existing Levee SAN BERNARDINO COUNTY I FLOOD CONTROL DISTRICT ,-Nat. Grd. BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHAN R.Ek W. Revetment 1814 COMMERCENTER WEST PLAN a PROFILE SUITE A EXISTING CHANNEL SECTION SAN BERNARDINO,CA. 92408 ��G2� C'• �G�-.—.� DATE SCALE: HORIZ. I"=200' SH BILL C. MANN `r R.C.E. 14326 DEC. 1982 VERT. 1"! 15 1 STA. EQUA. Sta. -to 33_8+61.34 Bk. _ P. E. R. �— S 406+05 Ah. . Double 14'x 12'x 30' RCB 13.00 — a Water Surface _-- N Top of Existing Chan el Levees--,, __---' S:o.plo ro om ss:1.5'•1 1290 cn� riple 14'x 12'x70' RCB Water Surface i �' -�' �--�� LSO. ition Transition 28 0 � —,' � 55" � v= Flowline of Existing Earth Channel 1270 IIS Transition 1260 G 5 b" Transition S=0 12 200 cfs 8200 cfs q. Baseline 1- teral 57,4..32Q , 70 i!� 5G VMWIJ 1250 r di" W -47,5R L /NE TOP /252 3: 320+00 325+00 330+00 335-400 SG vMw� 4i W.4 TF/?L / NE _ J i \ -� -� Triple 14 x 12 x 70 RCB F.C.D. R/W --*, Continued On Sheet 15a (L Existing Earth Channel \ g Proposed Improvement \ Double 14'x 12' x 30' RCB Continue Sheet 17 R=500'-�� , F.C.D. R/W-7- 1200' R/W \ \D- NOTE Natural Ground is 3' to4' Below Top of SAN BERNARDINO COUNTY San Gabriel Valley\ Proposed 11.5' x 8.5' RCB Existing Levees FLOOD CONTROL DISTRICT MWD 41" Water Main Baseline Lateral BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHAN (M. a N. Project 2-27) \ 1814 COMMERCENTER SUITE A WEST PLAN & PROFILE SAN BERNARDINO, CA. 92408 DATE SCALE. HORIZ.1=200' SHI BILL C. MANN fR.C.E.14326 DEC. 1982 VERT. I"=V 16 1330 / M Top of Existing Cc ncrete Channel i I t 20 Water Surface (Etiwanda Creek Flows)--,,, STA. QUA. Sta. 338+61.34 t P E. R.R. Prop 60"RCP Sta. 406+05 M I N Proj 2-1GA 111-� Flowline of Existing Concrete Channel 1310 Water Surface ' ouble14'x 12'x 30' f Z CB 1300 b' 12 1290 ,4 3, tp5 s'0 0152 Transition 1280 Transition Continued On Sheet 16 r. o 55=1 5'1 S°0 p100 Flowline of Existing Earth Channel 8200 cfs 415+00 Connect to Existing Channel at Approx. Sta. 418+70 , Remove Existing Transition as Necessary 1.5:1 Transi ion From Section B -B 10' 20' 9' SECTION B B 1.5 *I 420+00 425+00 430;-00 Exist.6'x4`RCB ,Victoria Basin" Basin Outlet FWY. R/W M A1 2-/Q,A - - - fisting Earth Channel � Existing Bridges Existing Concrete Channels oposed Improvement Continued ble 14 12'x 30' RCB— ;4' RCB Exist.) tY.R --� \�/ a FW/W O F' BILL MANN 8 ASSOCIATES v 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL C. MANN R.C.E. 14326 -- Sheet 18 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHANP PLAN & PROFILE DATE SCALE: HORIZ.. 1"=200' SHEI DEC. 1982 VERT. I 10' 17 1 o� 1370 / Water Surface Top of Existing Concrete Charnel---,,,, o/ Z 1360 i �� / '�ci/ Rectangular Chc (Etiwanda Chan.) 1350 To of Existing Concrete Cha P 9 nel ��/ / Transition ro 1340 i Flowline of Existing Concrete Channel Flow line of Existing Concrete Channel �� 1330 1320 430+00 I 435+00 440+00 445+00 450+00 455+00 Victoria Basin-- _ i I I Prol4osed 48" RCP O FWY. R/W-4 rn Exis ging Channel (L Proposed Inlet (Etiwcinda Crk.) Improvement �� _ Existing Concrete Channels l'`` I la ( �_� Continued Sheet i Continued On —_— -----_--��_—_--_----_--- ---_---- r—I �� Sheet 17 — � _____= —�__ — ______-- ______— r =_=_ = —= =-�-j --- -_—_—_�I, ------------------------ �� 36 —____ _-- -_� San Sevaine- Basin No. 5 (Existing Pro P osed RCP A Existing Bridge Spillway - Victoria Basin Inlets See Sheet l9 for San �\ Sevaine Creek Extension �\ y FWY W . R/ / SAN BERNARDINO COUNTY 12 25' 10' 20' FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHANI 1.5:1 9' 9' 1.5:1 1.5:1 9'-10' 1.5:1 1814 COMMERCENTER wF�T 9► PROFILE SUITE A _PLAN, BERNARDINO,CA. 92408 SECTION A—A B-13SAN SECTION B - , r, DATE SCALE: HORIZ.I"=200' SHE BILL C. MANNK.C.E. 14326 DEC. 1982 VERT. 1"=10' 18 1g / Existing /Spillway --"7Existing Basin Drain (36 �) Existing San Sevaine Creek Channel Proposed 72"RCP Basin Drain J— 12 460 P_ Pe goy MAXIMUM STORAGE VOLUME 1720 ACRE FEET Drainage ditch I _ 14 00 465 470 Control Lir -Existing Basin (SECTION A J Spillway extension Basin drain extension F.L. Elev. 1392± —12 F.C.D. R/W — 04- 475 480 reA) _j _04— SAN 04— Proposed Basin Extension F. L. Elev. 1393i B SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 BILL C. MANN R.C.E. 14326 SAN SEVAINE CREEK SYSTE LOWER SAN SEVAINE BASIN PLAN DATE SCALE: SHE DEC. 1982 I 200 19 a F.C_D_R/W / Drainage ditch — 04 \ \ /q40 Oso 485 '7 — �Co / \ — 7-/O �scc/v 49� \� -A) \q20 \ 08 �3 �\� Existi g Basin 495 Proposed Basin Extension �-- F L E1ev 1420+ w � State R/W M 3o h 0 o / I yo � C � w Exis\P�l Basin & way r BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO,CA.92408 BILL C. MANN .C.E.14326 See Sheet No. 24 I SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK SYS i LOWER SAN SEVAINE BASI PLAN DATE SCALE: SF DEC. 1982 I"= 200 2( 1480 1460 Top of existing North Levee Top of existing South Levee 1440 Top of Levee Elev. 1432 _ Maximum water Surface Elev. 1429-1.1 Spillway Extension p y 7EIev.0 1420 Maximum Storage Water Surface Elev 1420 -- I--�---- Slope Existina Basin Floor 1400 S'CO288 1 ---- ---- ------- ---- ---�— - -- Proposed Basin Floor FL. Ele .1392 1380 Flowline at onto of Line – Existing Spillway B Channel Q = 410 Cfs 1360 _ 1340 455+00 460+00 465+00 470+00 475+00 48Ot00 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES SAN SEVAINE CREEK SYSTE 1814 COMMERCENTER WEST LOWER SAN SEVAINE BASIf SUITE A SAN BERNARDINO, CA. 92408 PROFILE DATE SCALE: HORIZ. I"=200' SH BILL C. MANN FCC.E. 14326 DE 1982 VERT. I"= 20' 21 1480 1460 Top of exis'ing Borth Levee —� Top of existing South Levee — --_� Existing Basin Floor- loor-1440 1440 -- Maxim m Water Surface Elev. 1429 Exisf ing Spillway 1420 Maximum Storage Water Surfacd Elev. 1420---.,/ Existing Basin Floor 1400 ------------- Proposec Basin Floor Flowline at Control Line (SECTION A -A) 1380 1360 1340 495+00 500+00 505+00 1320 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES SAN SEVAINE CREEK SYSTI 1814 COMMERCENTER WEST LOWER SAN SEVAINE BAST( 1300 SUITE A PROFILE SAN BERNARDINO, CA, 92408 480+00 485+00 490+0C ��, �, ��.� DATE SCALE : HORIZ. I"=200 SI~ BILL C. MANN R.C.E. 14326 DEC. 1982 VERT. I"= 20 22 State R/W 60 Route 31 Freeway -77,--Y 3:1 Slope Top of Levee Approximate Existing Grade Top of Maximum Water Surface Elev. 1429 ---� Maximum Storage Water Surface Elev. 1420 Levee -,, —a/ ��4 1 Slope Existing Basin FL. Elev. 1393 F.L. Elev T3911 Proposed Basin Floor SECTION B -B 1-1013. I"=200 VER. I"= 20' 10� 10� Top of Levee Elev. 1450 J — ERrsL Spill. 1 Ele v. / 3 Basin Floor Elev. 1410 — SECTION C -C HOR. I"= 20' VER. I"= 20' Existing Basin Floor Elev. 1440 BILL MANN Ek ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDIN09 CA. 92408 -BILL C. MANN R.C.E. 14326 F.C.D. R/W Existing Drainage Ditch I -SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN SEVAINE CREEK SYSTI LOWER SAN SEVAINE BASIL SECTION DATE SCALE: SH DEC. 1982 As Shown 23 N Q See Sheet 20 0 0 / Existing Spillway FO\— \\` � CK Z - q �� 500 0 � o m - — Propos/d Basin Floor / Ilev. 1435 C / I Existing Basin Levee Proposed - Existing Spillways 5 10 Z I c — N v m — Proposed Ba in Floor Elev. 1 54.5 - 510 O --q Top of Proposed Levee 1 5 1.5 ' Top of Existing Levee 0 Basin No. I 2.3 yam- —� 2.7 0, L/ 18, 4, / 4.6' TYPICAL SPILLWAY SECTION NO SCALE 9e\ \\ No. 2 No. 3 15, 12, 5� 6' 3.7 3.7' MAXIMUM STORAGE VOLUME BASINS I thru 4 440 ACRE FEET Basin Floor Elev. 1470 0 z 0 m Bosco Conirol me y y 1 i�ali r �i I, 515 X Existing Spillways \ I of Hawker Crawford Channel ON 0 U, BILL MANN & ASSOCIATES 1814.COMMERCENTFR WEST SUITE A SAN BERNARDINO,CA. 92408 BILL C. MANN R.C.E. 14326 Proposed. Basin Floor Elev. 1485 I SAN BERNARDINO COUNTY l FLOOD CONTROL DISTRICT SAID! SEVAINF CF 17 SAN" c 'I'S I SAN SE vAIIvF BASINS PLAN DATE SCALE: SH DEC. 1982 1„ = 200, 24 1mmWei 11� 11500 • 1450 Existing Sp-iIIwo y • • • 430495+00 Top P East Levee Top of West L eve W rn N 0 cn / I Existinq Spillway I Maximum torage Existing Basin Floor Maximum e Existing Spillway i i �i Existing Basin Floor ---Proposed B sin Floor � Existing / Maxim u torage — Basin No. �i Spillway _ E xi tin g Ba in Floor Maxi um Stowgge / \'_ 8. Proposed Bcsin Floor 500.00 505+00 Basin No.4 'k,,_ Proposed Basin FI or Basin No. 3 515+00 BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A 510*00 SAN BERNARDINO , CA. 92408 BILL C. MANN C.E. 14326 Existing Basin Flo r '--Proposed Basin Floor Basin No. I 520.00 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 52 SAN SEVAINE CREEK SYST SAN SEVAINE BASINS PROFILE DATE SCALE : HOR. I"= 200' SHE DEC. F-92 R. 1 = 10' 25 -E ont►nue '\ f 1 Shee 27 I 4- A I I � � I �ekeF'uture Henderson a Mose__ - C h a n n - A j fn-eT�'t t All Existing 515 nderson ��arn+' I I / I e� L vee i C40 J t Existing Channel a r Attern at-e,_Improvemant, ri rl �\ 1 I 4020 i j LEV E m �VkN I1 /5/O. 5� J507.5i 1508 5 'S0 I- 1 1- 15/7.5 1514.5 15/ 1510.5 11 EJF.0 . D. Mon. Ing Tiffs / — �— i� i C� �i1-2-f.2 r V— 20 _ e9 —� !I i �1i � . / -2— .2 x 0 C� \ E 1. 1508.56 3 ! i 27 26 20 I I �rt /509 O I1 11 I /50P•5 524+30 24 Continued on Sheet _ _ . •� ¢_ Summit Ave. SAN BERNARDINO COUNTY —��FLOOD CONTROL DISTRICT SAN SEVAINE BASINS BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHANI —I 1814 COM.MERCENTER WEST PLAN SUITE A II SAN BERNARDINO, CA 92408 DATE SCALE: SHEI BILL C. MANN C.E. 14326 DEC. 1982 I = 200' 26 n C C 4: C E 1620 s " > L 2 a For Profile of Alternate a E Improvernelt Upstream of bi � �; �a�6 + 0 See Sheet 0 0 1600 LO Top of Existing Levee 1580 ooi ��— Flowli ne of Existinc Surface Channel �14atgr / � Alternate Improv ment �A 1560 Invert Alternate Improvement b= 12' d= 7.25' Rect. Chan. Natural G�n�t Top of Ex sting , — Transition o s=0.0492 v= 9.8 f.p.s. C gapre Alternate 1540 Q / ,— n o Improvement m E Te�of Channel p32. FI L wline of Existing Channel t o + Alternate Improve ent , ' 50 ii xisting Ground at of N cn / , , Al ernate Improvement 1520 ,- Invert Alternate Improvement -b= 16 d - 6.75 Rect. Chan. _ s= 0.0320 v = 33.1 f.p.s. / 1500 Transition Alternate Improvement " Proposed Dbl. 12' x 10R.C.B. — Q = 1957 c.f.s. 1480 525+00 530+00 535+00 540+00 545+00 550+00 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES SAN SEVAINE CREEK CHP 1814 COMMERCENTER WEST PROFILE SUITE A SAN BERNARDI N 0, CA 92408 � DATE SCALE HORIZ.I"=200' BILL C. MANN C.E. 14326 DEC. 1982 YERT. I"= 20 ALTERNATE IMPROVEMENT Summit Ave. to Sto. 546+50 S Sr,n Varies 150' - 200'± Varies 20' 0 - 50' 2 Natural I 20' Ground 10, I.Varies-I 2 10 C' RECEPTION CHANNEL SEC A -A 10' r- A— L R/W Varies 12,- 16' 0 'q > u) ALTERNATE IMPROVEMENT Sta. 546+50 to Debris Dam 570 -- X11 I -714777 BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA 92408 BILL C. MANN R.C.E. 14326 C I _SAN BERNARDINO COUNTY l FLOOD CONTROL DISTRICT SAN SEVAINE CREEK CHANT PLAN DATE I SCALE: SHE DEC. 1982 I"= 200' 1 29 1740 - ° 0 ., 1720 .' C,° 0 m Top of Proposed Levee �ti L 1700 ' � / ' Y Q / 0 0 y m 1680 �- 0 ,- Flowline of Proposed Channel 1660 / - Natural Ground at Top of Existing Channel 1640 ' / 1620 .' i —'- 1967 cfs 1600 A 565+00 570+00 575+00 0� 5 0 m 0 + 1580 c° SAN BERNARDINO COUNTY ' ' FLOOD CONTROL DISTRICT V BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHANI 5TA. 550f&O' t MWD 96" W47E1?1-1NE 1814 COMMERCENTER WEST PROFILE FOOTHILL FEEDER-R/ALTO PIP5LINE SUITE A 1560 1 ZNVE/?iE/. /57.3.5? SAN BERNARDINO, CA 92408 550+CO 555+00 560+00 DATE SCALE: HORIZ.I"=200' SHE BILL C. MANN WC.E. 14326 DEC. 1982 VERT. I"= 20 30 00 �7 X� v W 0 x 1 to � W A , - Inti n\u he'et` 2 \`er to - d ��\ 2%0 SpiII s r AlterrN- -e ` 1 �,_ ��719 ;� DiB R I S M 6 n DA. 1 , 1 1 / (b ° -c - F. . U. R/ W Varies 125"= - 1452 Va r. , 15 - 0 - 20 2 2 Natural Ground 11 15�I — — -� SAN BERNARDI NO COUNTY —" FLOOD CONTROL DISTRICT 6 min. BILL MANN a ASSOCIATES SAN SEVAINE CREEK CHANE 1814 COMMERCENTER WEST PLAN SUITE A SAN BERNARDINO, CA 92408 ,�eeJ C��'%a- DATE SCALE: SHE FILL C. MANN R.C.E. 14.3.26 DEC. 1982 C = 200 1 31 JV RECEPTION CHANNEL SEC B -B 1860 1840 Top of Pro osed Levee 1820 1800 /ppb Flowline of Proposed Channel 5 1780 Yatufal 1760 Ground at Tcp of Existing Channel �N 1967 cfs 590+00 595+00 600+00 0 o m` 1720 + T o SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 1700 575+00 585+00 BILL MANN & ASSOCIATES SAN SEVAINE CREEK CHANN 1814 COMMERCENTER WEST PROFILE SUITE A SAN BERNARDINO, CA 92408 DATE SCALE: HORIZ. I"=200' SHEE BILL C. MANN /. R.C.E. 14326 DEC. 1982 VERT. I"= 20' 32 t 1740 e r 1720 Natural Ground at (L Alterna a Improvement e .a 1700 Transition 1680 Top of Channel Gro E o 0 � 1660 o a on 0 �o X 1640 + a / 0 o Water Surface �..5 0 LO + + 39 It � / 492 Transition I620 LO L0 S' d 0 U) (f) Grog. Q = 1967 c.f. s. 1600 575+00 a' �2 1580 IDS SAN BERNARDINO COUNTY 565100 570+00 FLOOD CONTROL DISTRICT 11 Sta. 550+80± M.W.D. 96" Water Line BILL MANN a ASSOCIATES SAN SEVAINE CREEK CHP Foothill Feeder Rialto ipeline Invert- EI. 1573.5 - 1814 COMMERCENTER WEST ALTERNATE IMPROVEMEP SUITE a SAN BERNARDINO, CA 92408 PROFILE 560+00 DATE SCALE: HORZ. 1"= 200 S 1560 550+00 555+00 BILL C. MANN R.C.E. 14326 DEC. 1982 VERT. I"= 20' 1900 i N p / 0 °• o p / 1880 010 Elev. 1961.5 Vie Top of Dam 1860 Elev. 1953.5 T.W. L. 19 59.5 Spillway cres! DE bris Storage o\� Volume=199,000 zzk' 1840 / N Top of Channel 010 1820 / y-, 0 � � iv Elev. 1921.5 1800 / Water Surface G 0G, Transition 1780 / Natural Ground at L Alternate Improvement % Natural Ground at 7lxzll Alternate Improvement 1760 / 600+00 o' 1740 Q = 1967 c.f.s. SAN BERNARDINO COUNTY 590+00 595+OC FLOOD CONTROL DISTRICT BILL MANN 8► ASSOCIATES SAN SEVAINE CREEK CHAN 1814 COMMERCENTER WEST ALTERNATE IMPROVEMEW 1720 SUITE A SAN [3 RNARDINO, CA 92408 PROFILE 580+00 585+00 -_ DAT ESCALEHORZ. I"= 200 SE 575+00 BILL C. MANN R.C.E. 14326 DEC 1982 SIERT. 1"= 20' 3, 1430 Existing Ground Line at IL Improvement---,,,.,,/ 1450 Existing Ground Line at T_ Improvement urface Water Surface- 1420 1420 1440 i Water Surface i Water Sur ace 1410 ' / 1430 Transition o Rectangular Channel a a � 1400 1420 Rectangular Channel ,��$ Rectang lar Channel 1390 1410 1380 11400 F 455+00 460+00 465+00 470+00 475+00 480+00 175' Continued on Sheet 18 of San Sevaine Creek lans Channel Plans-",, FCD R / W Sta. 473+10 B.C. Sta. 476+60 E.C. Continuec R=4000 Sheet 2 IL Proposed Improvement Sta. 455+60 B.C. Sta. 458+60 E.C. R=2000 R/W 175' �\ \ � FCD R/W SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Existing Spillway �\ �`V //rte See Sheet 18 for San I ------------- Proposed Channel — BILL MANN a ASSOCIATES -- 1814 COMMERCENTER WEST ETIWANDA CREEK CHANN) _PLAN. & PROFILE Sevaine Creek Extension San Sevaine Basin No. 5 SUITE A SAN BERNARDINO,CA. 92408 TYPICAL SECTION � DATE SCALE. HORIZ, I"=200' SF BILL C. MANN AC.E. 14326 DEC. 1982 VERT. 1"-10' 1 1510 1540 Existing Grounii Line t Improvement Water Surface at i LOa a Water Sur ace i � 1500 i E 1530 cn Existing Ground Line------. ' Water Surface �- 2 - 'WxI0'Hx70'L 10 at Improvement S" 1490 �� a--��' RCB 1520 / Rectangular Cha nel /X_—Rectangular Channel Rectangular Channel 1480 1510 Transition i i� 500+20* M.W.D 96" Waterline Transitioni� eline Foothill Feeder Rialto Pi 1470 1500 Invert EI. 1532.6 Transition I I 1 V 1460 480+00 485+00 11490 490+00 495+00 500+00 505+00 Basins ' — axisng Levees '� E�tiAnda CLontinued-o Sht. 3 - �, Continued Sheet 4 Continued On Pr ase d �� Sta. 90+45 B.C. Sta.429+70 E.C. Sheet I royeient00�!I ,' o m C sena a aAa7--- �� W A �— -- — it e A�quir d 2-1 Wx10' 70'L CBS M WAT L/N _ O FOO rH LL FEED -RIA FrnE�/NE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT �- BILL MANN a ASSOCIATES ETIWANDA CREEK CHANNE -- ` 1814 COMMERCENTER WEST ..PLAN, a PROFILE 1 SUITE A 3 SAN BERNARDINO, CA. 92408 / DATE SCALE % I BILL C. MANN .C:E. 14326 DEC. 1982 VERT. I°= 001 2 I� 1 15,92o �- 24th Street Drain .1 22 --- ---- ---- 8�.�-$ l4— /576 .5 L_ Turnout I I/ 'I. F R.E.7 4 EI. 156 .32 I 17 2 e Feet / 28 Storage6a R u' MA Spillway 24.4 Acre Feet Storage 44 42. 41. 0 17.6 Acre Feet Storage }1 j �; _• I lE / II 11 60 - I I –' Etiwanda Creek See Sheet 2 Basin Drain — Spillway 20 BILL MANN & ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA 92408 BILL C. MANN R.C.E. 14326 21 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNEI ETIWANDA BASINS DATE SCALE: SHE DEC. 1982 I = 200 3 Existing Grounc Line at F_ Improvement 1610 1640 1670 Existing Ground Line----,, at f- Improvement / a Water Surface 1600 1630 1660 Watera Surface /� °i �� Water Surface-- �o4D �,o / i� ,,00 ,X �� 5 //� Water Surface �� / 1590 i Transition a o a / Rectangular Channel Rectangular Channel 1610 1640 / / a o Rector gular Chann I / Rectangular Cha nel 1570 1600 1630 1560 /01 505+00 510+00 515+00 520+00 525+00 530+00 V I- Continued On istin L S a. 52635 C. Sheet 3 vee' 33/1 3 7� _ _ =4040 — - Continue 5 Sheet IL ro sed mp ova ent xist ng D tch SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT i = BILL MANN ASSOCIATES ETIWANDA CREEK CHANNI 1814 COMMERCENTER WEST PLAN. a PROFILE J' SUITE A SAN BERNARDINO, CA. 92408 � � DATE SCALE' HORIZ.I°=200' % BILL C. MANN R.C.E. 14326 DEC. 1982 VERT. 1°=10` 4 Extin �i c j 1 N t\ Addit�on I F / / o be BILL MANN 81 ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 ODS C BILL C. C. MANN ft. C.E, 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNEI PLAN -a PROFILE DATE SCALE' HORIZ.I"=200' SHEI DEC. 1a C_ VERT. I"° H 5 1 1740 1780 1820 / a Existing Grouni Line / �0 o / Water Surface at improvement Water Surface � � o 1730 r� 1770 / �' 1810 a Water Surface /i' ,off Existing Gro CO at t Improvement nd Line 1720 // �/ Water Surface / Transition / � a^ Rectangular Channel a 1710 1750 /,0 Rectangular Channel a' Rectangular g Channel ' ti Rectangular Channel 1700 1740 1�' �° 1780 , 1690 530+00 t�5+00 540+00 545+00 550+00 555+00 — — -- S C D R/ W _;� — — "— �� PP I a is in Leve Continued On / ', ��' Stb: 4+) 0 B.C. Rro osed pro�ern6nt Sheet 4 _—_-- _ -- — _ - �, <-� ' R=200 ( n` \� i �� > \ Continued 0 Extin �i c j 1 N t\ Addit�on I F / / o be BILL MANN 81 ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO, CA. 92408 ODS C BILL C. C. MANN ft. C.E, 14326 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ETIWANDA CREEK CHANNEI PLAN -a PROFILE DATE SCALE' HORIZ.I"=200' SHEI DEC. 1a C_ VERT. I"° H 5 1 F.L. 1997 Existing a Spillway Crest i at % Improvement T 1900 �� ' 1950 1990 Existing Grou d Line at T_ /ExistingGround Line 2.5:1 2.51Improvement t t- Improvement i o\o 1890 1940 /i �Z a 1 �� °L 0 / Intake Tower 1880 ' 1930 Water Surface �� , ti 4*1 Water Surfa a ti ,;� �� ,� Rectangular Spillway o i a Channel 48�� R.C.P. Basin Drain Debris Storage Volume 1870 �� 1960 j =200,000 Cubic Yards Sta. 569+00 i Rectangular Channel Water Surface i Debris Dam 1860 1910 a 1950 i 100' 00 Transition Transition 1850 1900 1940 555+00 560+00 565+00 570+00 575+00 580+00 �1 I ---- � (. tib be A qu Continued Sheet 7 Continued On IL "'Rr Ba srn I Dr'Gin 11, -:� C • Sheet 5 ro etI t .cf57+ E.C.�� 1 �� Vali I ke ToweC1h1 % I E T -I WA N A—. N - / Spillway DEBRTS M F�D�R/ W" p t SAN BERNARDINO COUNTY �o in o -� . - FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES ETIWANDA CREEK CHANNE NOTE 1814 COMMERCENTER WEST Ek PROFILE See Sheets 7 81 8 for SUITE A __PLAN. Complete Debris Dam Plan SAN BERNARDINO,CA 92408 and Profile Details. �� DATESCALE: HORIZ. I"=200' SHI . . 14326 BILL C. MANN R. � DEC. 1982 VERT. 1°=10' 6 c , FA LT ZONE�EG END f II • Minimum S ucture Set ack to II I, rom Faulty • // E isti Transmissio' Linesi l I ontact • }� i FCD R/ I ?* - -m m -A-.` F ult Queried he ertain II Dotted Wh uri d II I Dashed Where In rred I II I H tchu On per Plate • , II _ • 0bnstructl Le e j -• / I I 36 Preven Drat I ' burse fr m eroding i ' • / m Emb t • ,' / / • '' , Debris L' e • 200 2.5:� • Debris • �� i !' I I • I Line • ;� o Ad itional R/W y' i • to a Acquired .._.1. • / I I iFCD R/W Inta a Tower f i o� .. _ F� I I Spillway o OD I o • ETIW DA CANYO Plrop01 48° OCR DEBR S DAM Impdovemer>I Basin Drain • II % n m - i 3 I �D< o, FCD R/W i 0t 1 II Q / • .x<+ 'ON N J ' w I SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN a ASSOCIATES ETIWANDA CREEK CHANN 1814 COMMERCENTER WEST PLAN II' SUITE A I �,� SAN BERNARDINO, CA. 92408 I �r II �Giiy, DATE SCALE: HORIZ. I°=200' SI BILL C. MANNA.C.E. 14326 DEC. 1982 Existing Ground Line at C Improvement 2060 ' / / i 2040 i Sta. 569+00 2020 Debris Dam e 6 �� Debris Storage lume = 200,000 Cu. Yds. 4:1 oe'o��5 / �HWL Elev. 2005 2000 Top of Dam 2003 ,_ --Intake Toter 1001 F.L. 1997 Spillway Crest �� 10 / I 1980 Spillway / / 2.5:1 2.5:1711; ' Basin Floor Elev. 1969 1960 / 4811R C P Basin Drain / / / 1940 Water SurfXe Transition Existing round Line at Imp ovement 1920 585+00 Rectangular Channel o' 1900 SAN BERNARDINO COUNTY 580+00 FLOOD CONTROL DISTRICT BILL MANN & ASSOCIATES ETIWANDA CREEK CHAW 1814 COMMERCENTER WEST PROFILE 1880 SUITE A SAN BERNARDINO, CA. 92408 560+00 565+00 570+00 DATE SCALE: HORIZ.I"=200' S BILL C. MANN R E. 14326 DEC. 19E2 VERT. I~=20' 1 E co Au C4, j �f b • • It ` 1 fit SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BILL MANN 8► ASSOCIATES ETIWANDA CREEK CHANNI II 1814 COMMERCENTER WEST PLAN \` SUITE A SAN BERNARDINO,CA. 92408 DATE SCALE: HORIZ.I°=200 SH BILL C. MANN , .C.E 14,326 DEC. 1982 9