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Home My WebLink About3205; CARLSBAD BLVD WIDENING PHASE 3; FINAL HYDRAULIC AND HYDROLOGY;WILSON ENGINEERING CIVIL. SANITARY. ENVIRONMENTAL CONSULTING ENGINEERS 3138 ROOSEVELT ST., SUITE M" CARLSBAD, CA 92008 (619) 434-7019 WILSON ENGINEERING I -- T:T :irnIi*E I if 14 -- - -- 1 -+4-- - 1 I .._ 4.. 'I.. . . I I 4- U . t l 'Si .1 --H- .1 _L Nr - H H HL1.i' . .--. I -H- -L - 4 - .r I -- - --EA.---- -- iH 4--t- T-1 --f-1-74 it - - ----- i--L--- ---- --i---- -! _L1_L I -- - - - .--t - - --I --I I - --T p]--- i1 1nHr rVTTTi JOB- NO. By - - SU8CT DATE SWEET NO. " WILSON ENGINEERING .' JL -- - - -------H- IJ IIIL 1i:jiz ii Ji III± ----L- ---1 -i--I- 1L II lIlt:: H-H o - --- - :ii :Li:1d1 jI lTiJ I II - I yi L4J_!H Lt::Lt:it _,dit±IjIHIIbII IL{IIILI xft ±i: 44 tJ7'tLjTiHLIt :+i HH - ----'--- I -L--- -- -- -- I LLJt _L_ J08 NO. SHEET NO. I BY I SUBJECT DATE . I ." • . ..... - . IIE±T1hTLhH iIi iiIIIILIHiiiiiiIIIIiIIiIiTI1I - - ---- -- - - - --- - - --- -- --- -L16 - .- 6~ - —H --±— —H 91 rO J:Jc5 __ --- -i- - - co In I P r 5i 71 TP h±t t - tJTh t-l -— fal o! H-i 77--H ------HH- HJ! 1oi ar !))1 I 41 ..1 I - 1 9H co F O. I I I BY SUBJECT DATE SHEET HO. I I I I I I- I I I I I I I I I I 1 WILSON ENGINEERING I WILSON ENGINEERING j_j IIIIIJITJIIII{IIIIIIIIIIIIIII fi do j_-o 1J1 T çJj -.Q o !1 *H4'4 +H HH LI TU I+L cJ r NJ 1' .i ...i t'J -J FLdL L ri r'I L. - rJ rJ, rJ d rJ, c4i Tfl - tHi •L 'f'H rrvrL' H If H L-4LILIPIIFEI _ _ ii11Iii I I I .L .n ----- -- - - -- , - L -1-9: _ Ln 6-i r rd rr-~ft- ti Ln - ~-el._J, H I H--— ±--. I I I I S MEET NO. JOB NO. BY SUBJECT DATE I I I I I I I I Ii I - WILSON ENGINEERING TTT E'II" 1. H __ __ __ __ + -:1 -.:- -__ ---H---H -++t-V-H--- Ic F I L1' 1fI11"7111 _7( -i---- 4 T'9 T T[Ti T H 1 1iii'iH. Ii7I,E T I Ii ILl I III R' 1i1141i --8r—.i LP —r — - —--— 1 .•- — - ;i' -THR'RRTh'R'ITR'R' TH' Tf _ ThTh- H T - L-•T H-H-HHH-H1-i- - SHEETNO.- JOe NO. BY - - SUBJECT DATE ,au.a..v..'u ... uuuuu••uu•arPw a• p•• uu•u••uuu••avM u.. .0 ...r ..P. U .SU a. P4 U....NUNN worm w@m U.. dUUUUUUUNS 1 SU .- m mw ..u..rn....•...va&.aU •i 0'çVEIS 0 7 , 117 21'45" 362N —LEGEND — Horizontal Control Monument Third Order L_H Vertical Control Monument Second Order or Better (Horizontal Control Monument j Second Order or Better 1 Vertical Control Monument k Third Order Horizontal Control Monument L Second Order or Better Horizontal Control Monument & Bench Mark Second Order or Better Horizontal Control Monument I Third Order * Horizontal Control Monument & Bench Mark Third Order Bench Mark Second Order or Better Q Vertical Control Monument Third Order 36131 T ios Found Section, Grant or 11T 11 S Subdivision Corner rri Photograph, Nadir Point —1— Geographic Tick BOUNDARIES IN ORDER OF PRECEDENCE (Land Lines Shown are Approximate) 025" - - - National Name .025" -- --County Name .015" -- _......City Name within Bdry. - Reservation 360N Name within Bdry. - - — — National, State or County Park .015" - Name within Bdry. Land Grant 015" T2 S - Township. Range, Section or Subdivision T 3 S .015" (Name of Subdivision within Bdry.) PREPARED UNDER THE DIRECTION of DEPARTMENT OF TRANSPORTATION County of San Diego fr CONTROL DATA FURNISHED by SURVEY SECTION 11 1 on NORTH AMERICAN 1927 DATUM VERTICAL CONTROL BASED on U.S.C. & G.S. 1929 SEA LEVEL DATUM ORTHOPHOTO IMAGE PREPARED from PHOTOGRAPHY DATED: 9-17-75 by DIr'V Kl(lMcFPlM( by PHOTOGRAMMETRIC METHODS from PHOTOGRAPHY DATED: 9-17-75 by by MAPPING SECTION Department of Transportation 358N h 1659E This Map Complies with NATIONAL MAP ACCURACY STANDARDS 200 0 200 400 600 800 1 cccV' 117 21'30" 117 21'15" \117 21'00" 117 20'45" \ \ ( \\ \\ 2 t 2. MAP 17 5446 - I AN D \ 4 3 44 N ZA 3 L 51.0 43.5 33 09'15" -12 9.0 CIC? i!o - 2 PAHSADFS 1747 \0 N \\ NN\ 0 \\\ \ \ S - \ I I 7 I .S -- "S -' - - \ N Lj PALISAD? 174 PALiSA ES H S. I I - \ -N \ •\ \\ C : \\ \ \f\\\ REFff7177 - ; ? 7)\ '- \\ N '- \N\\\\ \\ \ \ \ \\\ CP 33 08'45" 1661E 1663E . 1665E SCALE 1: - 2400, (11 "= 200') QA INETY INDEX TO ADJOINING INDEX CONTOUR INTERVAL: 25 FEET SHEETS, \.j,-xN. DIEGO COU CONTOUR INTERVAL:5 FEET - - 1000 TWO THOUSAND FOOT CALIFORNIA RECTANGULAR GRID (ZONE VI) - - (Metters) THE LAST THREE DIGITS OF THE GRID NUMBERS ARE OMITTED 300 THE RECTANGULAR COORDINATE VALUES ARE SHOWN ON THE SOUTH AND WEST MARGINS -, - THE GEOGRAPHIC VALUES ARE SHOWN ON THE NORTH AND EAST MARGINS 362-1659 362-1665 358-1659 358-1665 354-1665 OALIFORNIA S H E E T N Q 358-1659 —LEGEND— Horizontal Control Monument $ Third Order Vertical Control Monument Second Order or Better (Horizontal Control Monument J Second Order or Better ' Vertical Control Monument Third Order Horizontal Control Monument Second Order or Better Horizontal Control Monument & Bench Mark Second Order or Better Horizontal Control Monument I Third Order Horizontal Control Monument & Bench Mark Third Order Bench Mark Second Order or Better Q Vertical Control Monument Third Order 36t31 -r ios Found Section, Grant or S Subdivision Corner ('1'- Photograph, Nadir Point —1--- Geographic Tick BOUNDARIES IN ORDER OF PRECEDENCE (Land Lines Shown are Approximate) 025" — — National Name .025" -- --County Name .075" -- __City Name within Bdry._- Reservation .015" Name - National, State or County Park - m5" Name within Bdry. Land Grant .015" T2 S - -Township, Range, Section or Subdivision T 3S .015" (Name of Subdivision within Bdry) PREPARED UNDER THE DIRECTION Of DEPARTMENT OF. TRANSPORTATION County of San Diego 0 CONTROL DATA FURNISHED by SURVEY SECTION Department of Transportation 0. HORIZONTAL CONTROL BASED On NORTH AMERICAN 1927 DATUM VERTICAL CONTROL BASED On U.S.C. & G.S. 1929 SEA LEVEL DATUM 0 ORTHOPHOTO IMAGE PREPARED from PHOTOGRAPHY DATED:9—17-75 by RICK ENGINEERING - 0 TOPOGRAPHY COMPILED by PHOTOGRAMMETRIC METHODS from PHOTOGRAPHY DATED:9—17-75 by RICK ENGINEERiNG' 0, FINAL MAP PREPARED by MAPPING SECTION Department of Transportation _ - ____ ______ IS L1' 6j]I_I J . .. . LJJJ UULJR4Z C'CC 117°20'30" 117°20'15" 117°20'OO" - 117°19'45" 117°19'30" 362N 57TT .' . '.! - :413 . ::.',- : \I' TZ [. $ / N 1 R A \\ ) ) \ 1/ 1 UM J DS7/P c / \\_ / [ : G \ / / / - ., -- -, k ':' . 2 - -. . . - t .\ - / THULANDS P TS1 : \. ;._ - : / \ W( DIN H,HTc\ - I / , GrOu - - - r / N T' \\\ - A LAN / \ 360N _ /__- - -, - r -- _\2 •/.T - - \_ - - \1. c f ' ° 'P4P /J - \\ : / \ r Y - - ' ' . - - -' N - A -- - ;,._ -,.-. ./.•'.'. . . -- - . - . /\ A \ / \ - 7 - / - - [ / / I - f\_ -,/ i_\ . - - - - _7-, .,\ - .-.1N-1;I / -.-- / -' -:-\ .\ - -- 'r"\ - . - // - - - J\ - ./l\ . - i'-- -- I. -'----- -- -. . :-- . I \\. -. - \\ \\\\\ - -,- -r > \ \ / i9Cr — I N (I \4341 1473 1665E • --- 1667E 1669E - 1671E This Map Complies with SCALE1:2400(1 "=200') NATIONAL MAP ACCURACY STANDARDS - INDEX CONTOUR INTERVAL: 25 FEET CONTOUR INTERVAL: 5 FEET - - 200 0 200 400 600 800 1000 TWO THOUSAND FOOT CALIFORNIA RECTANGULAR GRID (ZONE VI) ________ _____ THE LAST THREE DIGITS OF THE GRID NUMBERS ARE OMITTED • . _________ ______-1_(Feet) _________________ _______ -________(Meters) 100 0 100 200 300 / THERECTANGULARC00ROINATEVALIJESARESH0WN0NTHES0UTKNDWE.STMARI3 ______________________ THE GEOG RAPHIC VALUES ARE SH OWN ON THE NO RTH AND EAST MAR GINS INDEX TO ADJOINING SHEETS A S -: - 362-11659 362-1665 362-1671 358-11659 ________________ S358-1665 \\ \\ \ \ \ \\\ 358-1671 _______________ 354-1665 354-1671 SHEET NQ 3 58-1 665 -LEGEND- 366N L 'I LUL E 117 21'45" 117 21'30" , 117 21'15" 117 21'OO" 117 20'45" F— \\' //J LTT Horizontal Control Monument ft Third Order Vertical Control Monument Second Order or Better (Horizontal Control Monument J Second Order or Better Vertical Control Monument Third Order Horizontal Control Monument Second Order or Better Horizontal Control Monument & Bench Mark Second Order or Better Horizontal Control Monument I Third Order Horizontal Control Monument & Bench Mark Third Order E Bench Mark - Second Order or Better a Vertical Control Monument - - Third Order 36131 r ios Found Section, Grant or T 11 S Subdivision Corner Photograph, Nadir Point -1- Geographic 'lick BOUNDARIES IN ORDER OF PRECEDENCE (Land Lines Shown are Approximate) 025" — — National Name .025" -- --County Name .015" -- __City Name within Bdry. Reservation .015" 364N Name within Bdry. — - — National, State or County Park .0 15" Name within Bdry. ______ — Land Grant -.—_ .015" j T2 S Township, Range, Section.or T3 S .0 15" (Name of Subdivision within Bdry.) \ ç - - \\N . - Z /// '__, L.a - , -y; , . \ \ - // / ) - \\:.• --: - 0.O l . :' H r N - 7' 7 1 c - -' £_' : I ' .-- - -.. - -: -- - - /- - - - . ç \ \ X / 7 / p 0 F j - r / - -- — I ( \ \\ - // I -' - --- ::--. -': : r - ..----:4 •. - N -' F ) - P--- -- 7 - - .-. . - t - r - r - .-! . -- - - . - 7 - - H - 0 7/) / NN J r -- -; - - - // / 1/ - \\ \\ - - C LS BAD L 1 ris 1 5 \ 7 J \\7 / I - j \ : I - /// , - 7/ 7 \\\\ . - /.-_ . - - - /7 _--/\ f -- - .- --- H / \\ . • -. - N -. . - .''- -- .--- . -, 7 7 - - N 7 3 I - N: \\ 0 / s::- 5 x N \ - 7 N - - Nj. ' _______________ -1 ____________ - 'Rt NVILLJ ______ 60 ________ _______ ____ ______ _______ -- - - - - - - -N-\ 7 3 ,-Noi t.AP2J37 - -- H. - - 7/ - '/)/) — H I 7 3 - - N / /\J - - N \ _/#_ / - N7/ - 7 f / - * _-v 7 ' PREPARED UNDER THE DIRECTION Of DEPARTMENT OF TRANSPORTATION County of San Diego CONTROL DATA FURNISHED by SURVEY SECTION On NORTH AMERICAN 1927 DATUM VERTICAL CONTROL BASED On U.S.C. & G.S. 1929 SEA LEVEL DATUM ORTHOPHOTO IMAGE PREPARED from PHOTOGRAPHY DATED: 9-17-75 by RICK ENGINEERING TOPOGRAPHY COMPILED by PHOTOGRAMMETRIC METHODS from PHOTOGRAPHY DATED: 9-17-75 by ..alj u-n ..l..rrn,kh#' by MAPPING SECTION Department of Transportation 362N1 - 1659E This Map Complies with NATIONAL MAP ACCURACY STANDARDS 200 400 600 100 200 '1111 -•• - — — — — — , — 'I \ N , ' ', '' , v.' .:: 7 4 'I N * 7 ,1 / .2' - I \\\\\\ \\\ -.- - V " / r / ( / ç ç 7 42 , e - -, ' - 0t / P e 45/\o C,) Ac N ;' Cl \q _- - .- - - - -y :' ç4 r 4 33 09'30" f / p / O 485 ) / 46 -" " ¶ • 41 \\ 1., . - \ '\ - ' ''Q'' Oi \l,)' - i.e (j;4. fT ) \il ./ A 370 1661E . / 1663E SCALE 1:2400 (1"200') - INDEX TO ADJOINING SHEETS SAN DIEGO COUNTY INDEX CONTOUR INTERVAL: 25 FEET - CONTOUR INTERVAL:5 FEET 800 1000 - TWOTHOUSAND FOOTCALIFORNIA RECTANGULAR GRID (ZONE VI) - J17- ) THE LAST THREE DIGITS OF THE GRID NUMBERS ARE OMITTED - 300 ) THERECTANGULARCOORDINATEVALUESARESHOWNONTHESOUTHANDWESTMARGINS - _________ THE GEOGRAPHIC VALUES ARE SHOWN ON THE NORTH AND EAST MARGINS - - OALIFORNIA - -SHEET NO 366-1653 366-1659 366-1665 __________ /362-1659 362-1665 - 358-1659 358-1665 0 — WILSON ENGINEERING TM 1!t *L1:I T I I I 4-77 144k 11Li111 1114ff i ml F TI fill I 1 I' tt P if LA .. . .'. .: Tr . AL I SUBJECT . DATE JOe NO. - DY SHEET NO. HJ Ti 08 No .-I SUBJECT - DATE SHEET NO. 598 GRADUALLY VARIED CHANNEL FLOW [CHAP. IX TABLE 0 ' UNIFORM FLOW IN CIRCULAR ScT1oNs FLOWING PARTLY FuLl. 141 yo = depth of flow Q discharge in cfs by Manning formula D = diameter of pipe n = Manning coefficient A area of flow S0 -. slope of the channel bottom and of hydraulic radius, the water surface ,.--- .,' yo A R On On "s) yo' 4 R On On D D2 5 o!s"2 yo13&}1 T15 f)2 , P 5hI1Soh12 y 3s* 0.01 0.0013 0.0066 0.00007 15.04 0.51 0.4027 0.2531 0.239 1.442 0.02 0.0037 0.0132 0.00031 10.57 0.52 0.4127 0.2562 0.247 1.415 0.03 0.0069 0.0197'. 0.00074 .8.56 0.53 0.4227 0.2592 0.255 1.388 0.04 0.0105 0.0262 0.00138 7.38 0.54 0.4327 0.2621 0.263 1.362 0.05 0.0147 0.0325 0.00222 6.55 0.55 0.4426 0.2649 0.271 1.336 Q116-. 0 - 0192 .Q032 000328 5.95 0.56 0.4526 0.2676 0.279 1.311 0.07 O.'O42 0.0451 0. W-43 5.47 0.57 0,4625 0.2703. 0.287 1.286 0.08 0.0294 0.0513 0.00604 5.09 0.58 0.4724 0.2728 0.295 1.262 0.09 0.0350 0.0575 0.00775 4.76 0.59 04822 0.2753 0.303 1.238 0.10 0.0409 0.0635 0.00967 4.49 0.60 0.4920 0.2776 0.311 1,215 0.11 0.0470 0.0695 0.01181 4.25 1 0.2799 0.319 I.1Q2__ 0.02 0.5*1S 0,2821 0.37 ' 1.170 0.12 0.0534 0.0755 0.01417 4.04 0,13 0.0600 0.0813 0.01674 . 3:86 0,63 0,5212 0.2842 0.335 1.148 0.14 0.0068 0.0871 0.01952 3.69 0.64 0.5308 0.2862 0.343 1.126 0.15 0.0739 0,0929 0.0225 3.54 0.65 0.5404 0.2882 0.350 1.105 Q.14... .0.MII 0.0985 L124J 3.41 0.66 0.5499 0.2900 0.358 1.084 0.17 0. 0883- 'U'T0I? 0.0291 3,28 0.7 0.5594 291 0.366 1.064 0..18., 0.0961 0.1097 0.0321 3.17 0.R 0.5687 . 0.373 1.044 0.19 0.1039 0.1152 0.'0363 3.06 0.69 0.5780 0.2948 0.380 1.024 .0.20 0,1118 0.1206 OJ2406,.. 2.96 0.70 0.5872 0.2962 0.388 ' 1.004 . UT75' 2.87 0.71 0.5964 0.2975 0.395 0.985 0.22 0.1281 0.1312 0.0492 2.79 0.72 0.6054 0.2987 0.402 0.965 0.23 0.1365 0.1364 0.0537.' 2.71 0.73 0.6143 0.2998 0.409 0.947 0.24 0.1449 0.1416 0.0555 2.63 0.74 0.6231 0.3008 0.416 , , 0.928 0.2.5.... 0.1535 JLJA66- .0.0634 2,56 0.75 0.6319 0.3017 ' D22,,) 0.910 '0'6 UT2T 0.1516, 0.0686 2,49 0.76 0.6405 0.3024 0'42' 0.891 0.27 0.1711 0.1566 0.0739 2.42 0. 71 0.6489 0.3031 0,435 0.873 0.2$- 0l1(), ,1L3I4 0.0793 2.36 O.78. 0.6573 0:3036 .0.441 . 0.856 0'29 '0.'1890 QJ662 0'0. 2.30 0.79 0.6655 0.3039 0.447- 0,838 - 0.30 - 0.1982 0,1709 0.0907 2.25 0.80 0.6736 0.3042 0.453 0.821 0.31 0.2074 0.1756 0.0966 2.20 0.81 .0.6815 0.3043 0.458 0,804 0.32 0.2167 0.18.02 '0'. 1027 2.14 0.82 0,6893 0.3043 '0.463 0.787 0.33 0.2260 0.1847 0.1089 2.09 0.83 0.6969 0.3041 0.468 0.770 0.34 0.2355 0.1891 0.1153 2.05 0.84 0.7043 0.3038 .0.473 0.753 0.35 , 0.2450 0.1935 0.1218 2.00 0.85 0.7115 0.3033 0.477 0.736 0.36 0.2546 0.1978 0.1284 1.958 0.86 0.7186 0.3026 0.481, 0.720 .LL.3642. £L2020 OJJS.L. 1.915 0.87 0.7254 0.3018 0.485 0.703 8.3 W7 0.2739 0.2o6r 'T40 ' 1.875 0,88 0.7320 0.3007 0.488 0.687 0.39 0.2836 0.2102 0.149d' 1.835 0.89 0.7384 0.2995 0.491 0.670 0.40 0.2934 0.2142 0,1561 ' 1.797 0.90 0.7445 0.2980 0.494 0.654 0.41 0.3032 0.2182 0.1633 1.760 0.91 0.7504 0.2963 0.496 0.637 0.42 0.3130 0,,,22 0.1705 1.724 0.92 .0.93 0.7560 0.7612 0.2944 0.2921 0.497 0.498 0.621 0.604 0'lr- 'T3 TT23'W 0J'i9 1,689 0.44 0.3328 0,2295 0.1854 1.655 0.94 0.7662 0.2895 0:498) 0.588 0.45 0.3428 0.2331 0.1929 1.622 0.95 0.7707 0.2865 0.498 0.571 11.46 0.3527 0,2366 0.201 1.590 0.96 0.7749 0.2829 0.496 0.553 Oi7'- D8 1.559 0,97 0.7785 0.2787 0.494 0.535 'U'3527 0.3727 0.2435 0,48 0.216 1.530 0.98 0.7817 0.2735 0.489 0,517 0.49 0.3827 0.2468 0.224 ' 1.500 0.99 0.7841 0.2666 0.483 0.496 0.50 • 0.39,27 0.2500. 0.232 1.471 1.00 714 0.2500 0.443 0.463 c ' 1 WILSON ENGINEERING Jç H r L TF dciR tH + T 1ItTJ 'LIL1 11tI JTJFI1i4HH JLLittHJT t f I F L 1 T4J:pr tF[Vft F All ri'i- :' jtff;T1i1 n F IHI In i IT F I iN Rl ++H r ftHmr4 'm Hf i I I 1 It I - • I r L TLtLmrTT _ I- trrfir IT.- W4--' LL U4 i tTh 1 r -. r r-I- 1 Tifl 1 rNTtT .t lr1 t11_rrnr4 r L1 n P - 1 ifl 1h ILH W t I H H 1ir !1 H LkMi 1)F1iT U .T1T1i 1- r IrrFH[i.r t r±H--1 h HH- r4 i LULH fl 1j1J r4 r _ JOB NO. suSUBJECT ca __ re SHEET NO.