Loading...
HomeMy WebLinkAboutGeneral Master Storm Drain 81 f N- I Ilk N1 bOu Ll-r-711— Pw 7�h.� 7— ,-,=::'-T 0 Q D y Ca IV 0 v.-a III m `0�2400 Well W V "N F\ B E Ala , F h _r 1 N AV- 1 0 N 0 S BERNAR161NO (,T wr Ilk N IN, A— v� _"tN ;K A��,Mlgeg.. d, BM 2 row VIC x 71 V Zo 3,1,PA c. r *A- -Ic : :313- A L14A __613 A fill V A4 I A- V ;5A OC43010— llil� 3 L- r- "fill A y 49 -L. Menem Nam A /,B 14C 114A E, —4 mpft ; �V. "'Moll WIN "_.w I Ilu m 0 il D AFMrA A I I t4j- - 'ff IVA it 3�1 '0 6.01 a !M 113 it A '1? A wl Ile jt�� ')A D L a �.D ze IT P,7, I L) 4 F5 A IZ. 3E 000 AIC' R, AL-3A ';A wb �7 4 rn3 tM% E r 13 3 �11A q t!!,t 11 ID W A M A T� MR41 CL- 1A Z IR I a V p- A- "T I t 0" 46 A 3E -1A N D ILM m P, 7AA5 la 7 6- 24 SA MU-4 C I -A 4 6v 1� N-I t. AL-5 kr' 06 Col. e!� WWI* r V-zC ?COO CL-IB C L-IC 3E ym -5E� 14-C T)E 19 r A a Ac, - -4 It 39 Ac, A I E Yla 5-/C uj C 0 OA6 M -ZA I A 34,A PC A 33 A M?1 34 A 3E - . I Ac. I R ol. ­ � 0- C -34 A 4ZAc jA'-2 213 f tf y IN 1E 1, 34 A-- Sl DE , A ix 4ZA" 4__ -wmr__ OL a 01% ML I IN= 3 Menem u N V-5A �N�( 1, Z-Al! 16' -t- -- - - DAY REEK V 2-67 -8 / 51 Y E Ell ER" CREEK 1z &Ar-U 0 4A�I A L /A w _7�t, I, 8 EADING" 3E iE 29A �q IR - IR., :9A 41 9 see* Neale :3,5 51 A' �0 Ac. UNL)b 51 4,,A A-3A A-3 B AL-8A AL -8B P-> 36 2' 4 P GROU 5 , Met; 12 IV-' V-4 8 OA ZOA N I D iE 09A ZC#83C, 'A CL I,ID 0C�,6c iE W 14 A 20 Aq, 0'7A Iq 39P A c. c w lip too! Ll-68-)N' Il `21&* 23A 2&Ac I A-ZJ3 A-ZC A ,l., 4 39 10 Al 10A "IR I- "d,%L 24,A 1800 11 10 uj L-,7C 71 P_ > 8 A (o :ER- ­­­ ', -I�>_ ZD b a Lil`66 - A 5 3 Al _3 4 A A, /6A ZL3 '7 k "t I iv�l - SA �A e ,( ,, � ",�_ f, I a > OVA S_06 2 A 18, ' X61 0 ;25 A A Q 7- n 30" 3 3E U) C-L-ZC 1 Of 33 14 0 /,�)100 IIA-IP4 A r_.L 3 3 9A Z' ai� IR 4' RT0,U 771 TIM 1.- WVNWWWWWON 3 * I loll 7 c D" O-S " ..fil, I , -1 J- 39 t­�39 A Z5Ac '5t�Ae- 5-3A k I L- 9 AL- IDA F at 0 J, 1 0 V 1% -10 Ir 0; .0 4*0 8-513 .45 A k4p B A AL-10 3 -H-R 3A 1,El u0c>A 6 ,6 V_ -13 -_`,,4_,Aj ,5A M-3A -C 41111111 Ac Z9 Ac 4Z Ac 41 q I— JR F_ 11" I iE 4SA-C [9 3E Ld 41 A A— ('11affoy 58 Ac _T1 It 4 5 95 47A443. 37 A 2.1�P A 40 A re B Ic 3 6 e 49 A Zei 1A Ile M IR 7- L"jt %'�*Borrowi Pit A -C 36 Z Ac. A R-1A L A. 3 A, 13 3, A5 A 4 2H P, 3B- _17 10% fo 1 C&A.z Is Ac- A%r- D, .5 371 A e- t 8 13 /911 919 3,9 A.' AL 10 Iq TZ A :1 11 ­ -?/,A 20 "�3 3 got , A ZO A C. 15 A 14/Z ig" :I?-- ZOA 33 38 C. 42 I Pit 3 A It 2/ CL - 2 S_ _ 30" 1 Vz -3F 13E L 7 +.- '-I�"6 -9&_-A 11K AL73 47 A c- "jy ALB i t-.. M w RIALTO, PIPELINE ........ 4?A r pw b 7'0 46 ij A/ _1AALTA N 5 -am,, --- I I I.Metee, Miles mm I MMM11 We Jt A XR -4 AAAH mill Meer Lj rm seem MR D E 'tAl 8/755 to im, IS Ac- z_A'c', fli- 3 A c- A A a 4 'a 40 4 I I E R- 3 44' ZA '340 a 3 A �4M H'R-i,4A JqA 9A C e�A ,�7 A CL-3A Ir IL Alm A ;e, f 7 1 Z 2MAc_ E R-Z& T m -,",k , '_ 5�A Z 9 8 1 J)z 600 I(D'A 4,0 '-71 A 9 Ile Li 51 r I ( : I IU Mull ow L/-'e7 Vfi/A C= cN4L3 ater vel P' I k' i Z4, A:d 7A A-18 HR-45 8 w - 2c CL -3B A E Z4�A A I— �_l 11 22A C� Z 93 A c. Tank T, (�d / -.13 4- XQ 47 Ac- ee, " ­ /A 34Ac I i� ZOA Al 4.. H 21 Ilk 3 IA 0 wj -f 111"t 34Ac-­ 4 A ell 41�1 -7C 'A fl-4 3 -7 -70 C M 4-C 21Z H P-,5A 1 -0 'K LA 'A - 113 13- /A- ICJE5 41, Oitll NrAIM ILA 4 A, o A 4 t At _TR z 11 P, 3 6 )R W. A$A 2ZA 13 1-,0 93 A.-- I %*`�� P/i 0 p 9,5L19---23A F% b/654 p D 7W 10 Ar-2 jJ7 Q I R A-7 i fk I �A e WOW 000 qAr_� V-, A 7 15AC (4 P Gaging 4 Ac- 10C 10A 'Ll_p I � A H'R-Co _C 2B -3A HA-01 C,-2A, HA 9�et�:_ N.- 4 Station c 134c, 4,4C 4 244 Ac a 100 '7Ac 4 HR- P2 A c 2 9AC 1 1. 9 e C Aut. 91 .91 4ki- A ioA ?,q A `7 A ?A 2 nA j ?Ac- 7 411 t5 I I- 01 OqA 24 A' C_ ol 44[111, LK� I wello I 1 J, 01 A at ?_4 A 24 Act A @Tan e 101 l6u�3 14 W, *7 c- 17 A� IR IR. 0 T_K 3 3 rA n t\1 Q F A-11A A-12A d-9�A cm- -6A o n 11 t i, 3 6"�'. 3 9 5 A I 3Ac e?A SA IlAc- A r- r I Vq,� 30A C:3A A N-5 TZ AT �1$,B Iz E5 I I'a 141 Lf 149'AA ; . � t /]A /4 A DC-1 R',;a -40 A 3 P, 1p, 8�f J4 C Hk 4 2 7 f,4 ??A )38 3 22A C Zo.A c,2(c A 0 1 -9 :' 4A Jr A IR U- 60 _x$Z V--:9-8 1 4 8' a.5 A C_ 38 A c. 9 A —4 , A0% AC_ + 3 A& B -I zal lic A-12C A Z,0 rC 4&. Ar .9 AW& IF-------77 D j A -41 A c- 35 Ac.* .6 0 30 A :3 3 A HA 15 3 A 2�D A r, .36 A r- ,il94r_ 8 411 57 "C 45 4 L 24 I 1z c. Z4,A C, S:po 4 E 19A 1S , 2OAc. 7 A_ 63 JOW& ZAJ rpl 1, 1 8'3 6 20 a Reservoir B-C.?1- Grapeland 3 I R I 1.5 Ar- I rx4 )Ar. 14 R '4 Li ic 1A p_4� Ag I- 3 A'a 44 'Co A -9-5 Ar-15 7 0C 0 C-14 t6 w 8 A It I a r 4,oAc, 42 25Ac Z 5,4 r-27t CG, -9 B 4J8 30A 16W-2C 050 ep;e.oilL 12 A r 4 -9 A 3 5 0 Z Ac 6 3 : 90 A 6 9 Ab 4 D f t4 BAE LINF !66 Ir LIN F: 30 t6 D TB 14A C 4, 6 HR- IoAl 4A 78 B4 Sc 15 A J 4"'A" A-14C ' FZ-7A C__'SA C11 2 A Ei 6C A OoAe 32A 1�4 V3�Ar_ S4'Ac*�� DC PA /_99 F-IA 3C 17 *W�A C A 50 41 t &A 4,Ac- 4't�A -IR 00 13 Percolation Ba-,in 5 A H R- 29 fWell C IB cc 1 , �4 z_:�A .9611 1K 39 9A e se i YO i e� C 3( Ak Ile 9:5 A r, K-4,,10 C 1c s-I RED.\ I ii ZO-,A i&Ac. I(o Ax- S'erra $ta -zA _H 3 Vj F IR 1 3 A S 0 A Z A 8 Sch 17 ............ Y, 01 1A 36AP r I7 .5' /8 Ac, 30 1, ­', - " IT i 7 A 1?_6 I '1111i A F 48 -4 R C 14 it 1250 8 A -8A 7/ Ik P, 7-17/11,c !37A C_ wo­ 1' " - A* 15A' IR L NMI 7 A was 0 A c- 2 5 3ZA J& r a E)1A H ST z 8 7 L BA A (4 F A A A Ir F-11 F-3F 3 A 1 R 13 3 5 A i2� 44' 1 i a L--2A �jl A 15,13 11 F-IG F-1H/0 A 10 C_ C� IDA rim a Me u ro Ic Ile �A HR 17 7 p 27 3/3AA5 11.4c 991flAa /4- 0 33 F- -Ad 9A 19 AC, 8 Base WC-&A H -9A -4A �3 9 -10A__ 1208 36AC H' pw ff a A Y-13B 3 5 A 6- AC f 355 i;?::F_A c- 68 PzCPA COA C 38A J,0',X 391 Ac- A RO C 5,1 4�;­ BAc- IDA,09B '71C -2 A 7 le Ac CC-13 A, A 108 80 At: 3(p A C V A�i 5A) L3 � A DA 7A " A 54A 80 A 3 Co A )BA 7A"' 3 At� r 20 Ac Po Ac -e 13 Ao C, 11 C, A 0 e�15 ff C uc 4 13 A 111111101111h, I& Iff 'Oft AV% e 5 13 T t;T E M ef A c, a 3 *e. 27A % 11% Mir W,ILI , � II p 13D C -I ;jo DC; 208 H -1Z8 A CC 1 1. IVI A I(P'V- ' A C. 24)Ad 1-4 A c. Co C -r 15D DA-1513 RC) V8 VA 14 A 211 113'A 3 6 A6!�'�t!k2� 138 A _096 A Ac, 7LVP_ 39 A 3� 7 jz ZD Ac, 20AC I SA , K Z0 A 0 A _c4 3 9 B RAI 17A I Dc u C, 5A 13D 54F 11)z age I F it 7 5 .T-Tle 147 12 90 'milli g 84" 51 33 46 8 111 6911 27 . /7A N 4A 4 2 17 'A Ac L A a r 0-7A C8A _,�50 A 33 A c 33 A '36A 16 9 A6 : JcIA Ac'� X-C A 9A IDA -9A _4 1'' 5-11�!_ A .2D 10A . "A - C -9 Ac. A &A C_ 21 Ac- HA N 71 i -- � 14., H-I I A 7 A�,;Z_I, E: 1 1000' 'AIA: 3 3A 24 AC 26 A 40,,A- J4A XLC IN A 3 6 7 4; U c- c C 14 C 3?a 7A 13 33A_ 24A ZOA�3 u 8,4a 14An -13,4a P I �� I-� , R 10A V "25t k� nc 17 C_ rl C_ 1,5(iq C -2213 BA A- C_ 46 Ac' OS AC JT 1 O)AC it '3 1 A c-! dj A A q0A ?�B A A m I= C Rosman lam MA" Z6 a 18A -a C a A S T SY TE 5 CL A A 'A a Col 411:L G% E NO D CL-Erc 0 Willow A c 1128 CC-15 . 41 Ac 9 3 A 23 39 4 5" HR 4-A' .3z 07Ac 2343, 1 ffl FA-1`0 T E I 9A 27A 31Ac, W-9c -uc C_ C. 43 Ac < 0-W, 7. 1AW" A ,IA 6 , ::Oi" Ir Ac 20 A 84 1 A, a L ee.A 13 A LAI' j I ) . 1 /3 A 2 11 1, �C B �j _E i1A 91A -Z C_ .31A BeRe 1 -7C-—r CL-8D 66 j B 3-/ AC e3 .5 f DRAINAGE AR.eA 6 Jill Awl 6 ., -2.2 5 ` It., tT 42 .4 2 5" H C-24,4 H/9- GZ Ar- -A '13 Ac 1.11 6 3 L-9A CL-M O-E3/1, 0-r= 0 A c L_ 0 Ar- C-(,:)A G 9 E�:' DRAINAGE AREA 14A Z75 B 6, _qw—— 3 13 RCQ 17,41C 0 C P_6C — - - - I A C>Iqc C zo,�c 00/4 C 761 r7 2, A 1 u W��0 0/Ac ei q c 3 6 42 DESIGNATION me, CIO m W-C 11 C, A Cw 3 5 A C H-13A IEEE= 14 A.1-yo)Ibf - R > _R�� , T 1 11 i — Ift )1/' , — U P NE 38 Ac. \ =3— E;13 ;R0. 3�Ac A 14 F 3tO A 3/A 1013 ----, TOTAL ACRE AGE �3-q A 2 1 A E =DER' C f It;A Z7C- ACREAGE BY SOIL TYPE , C 4 C Lj 6 3 11 iq.*--�,LAND USE 3 j4 8 C, 9 jp -c -901 0 F3-e, 08- T C�, 'A L R—RESIDENTIAL I M 'g, H R Ac 40 Aq 40 A 23AC 5"Ac 15Ac 16- Ac /5 AC AC z 10 Ac —COMMERCIAL 3 Ac Z2A RO-9 C A A 15 A 7-' r7O A it) 1 1-5 3A 14A-/18 C. '1I C, -ja C_ 3m C 4 5Z8A -771! _9C it C ZO A C -3 Ac UA /INDUSTRIAL. It -9 19 r 4,fiRC R 4 11 4 3A. C HYDROLOGIC ZONE u C� 0,8 C. iOAc- 10A COLLECTION P T HT WALL -y / OINT 60 T- N C�'rf T )T IZA Well 3 -/5A HR-158 81"RCP SIDE RAIN LEFT WALL h F-7 6 3 4811 A -Ian A- 19 A h 22AC- 0 AC R-ioA 3 2 A-A ?A C) :57 V 33 Ac :3 3 Ac- -JOA COMPLETED CORPS OF /7A 168 10 A 0-9A P-9c. 9A, CL CL-100 (,C _-oz A ZP A Z04c, 20A c 06 Ac 00 Ac I :CC -5 A __f0 A C-1 0 69 2-OA 20A 2oA 20A I tzl=? ENGINEERS CHANNEL 7 0,-,o A 8 A 70� AC LJ -IT-tic-07Ac 91 C_ ?,9 A, 1T GMP.�- C. B414c C_ TA W- m, ?7A I I I _u C, 5,9 A PROPOSED CORPS OF 7A //0 A c 54 7 21' ENGINEERS. CHANNEL 4Z 1K UR DE 11C 0 r-7 INLET STA 173+50 IMEMEN EXISTING STORM DRAIN, L all 0 ZGA EXISTING STORM DRAIN P,j r k A 3 E5 28A c- 15 Ar- 15AC /050 P'5 31-?Ac 0 E_ 17A 6 G' A 15A 0- TO BE IMPROVED 1 0A .Uc, 15 A PROPOSED, T. it it L-j 10 1 t5 -9E Ac 114c 11A c pl., 11A 1A AC_ -8 Ile a we BE Cx 3e C_ A *n C. fN,/\/;--!R()// 1 1 w el a 01, 33A j h 11C. 7 F 8 ORM DRAIN 7 5 R P^C. S r T Ij u a —70 5 wat BOUNDARY '. Wei a n 2 7 �5 A I viin 3.6 A 14A MONO= A.- Wks D 777 2 , A r k 2.5 0?r L C Dl-41 D 1 4' �D 4 517 N. EUCLID AVE. 113 B 5 4 B H ONTARIO, OA. 91 �62 B ri I I uj �il)el No t3 ,rn P--F-'E D W A, B- 3.5 10 M/OTO� W u D ......... B 5. F 1171 D —,4 [I r u 2 1 A G ............. t ............. 23 /000 ..... sr mperial LJ IS T CITY OF RANC,rl 0 C Ulo%A ME 0 N Aft 22� _Y BLVD. VALL E COMPREHENSIVE STORM DRAIN PLAN ew REVISION NO. I Wa ter g= C=j cl T n,4� LANE RDI C=L ------ D S T G�a n I s r Cl) 99 -pa GuA�fi S 0 9 , SCALE FILE*NO.,- DRWG NO. -CITY ENGINEER 70____ -960� J�NE tIII am Ell'III, III T. 1/n 1 81 1 1000 PLA TE-1- � 970 milli 0 ulm AEC Me