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CT 83-19; CALAVERA HILLS VILLAGE T; HYDRAULIC ANALYSIS; 1991-03-18
Hunsaker & Associates San Diego, Inc Planning • Engineering 'Surveying CARLSBAD TRACT 83-19 CALAVERA HILLS VILLAGE "T" CT. 83-19 ' DRAWING 304-7 W.O. #346-39 SANITARY SEWER SYSTEM HYDRAULIC ANALYSIS N y.cjFESSi rn rn Lu cr, No. 42128 OFCf *G ORYe/ALLthRC42128 MAY 11992 CITY OF CARLAD r-MGMEERI NG COUNTER 101791-luennekens Street • San Diego, CA 9212.7 ,,(619) -558-4500 - Mx. (679) 558-1414 Offices: San Diego • Irvine 'I?iverside/San 13e,'-nardino David Hammar 'Jack Hill • David Davis 1 0 I TABLE OF CONTENTS PAGE 1 DESIGN DATA SUMI4A.RY • ....................................1 SUMMARY OF SEWER ANALYSIS ..............................2 HYDRAULIC ANALYSIS LINEA.............................................7 I . LINE B...........................................22 LINEC ..............................................36 LINE D............................................48 LINEE ............................................64 I LINE F ............................................76 I 1 . 0 oil I I I 0 I 0 .01 0 I 7 0, BM:kb 346-39 I wp:346.61c I V. I I CARLSBAD TRACT 83-19 CALAVERA HILLS VILLAGE "T" SEWER CALCULATIONSV I. I I DESIGN DATA USED: Demand = 246 gal/d.u. for ave. day (0.0004CFS) Peak flow = 4.0 I C) Max. depth of flow = 1/2 diameter D) Min. velocity = 2FPS I E) N = mannings roughness coeff. for PVC (N = 0.012) F) Land use =3.5 pop/d.u. I G) All pipe is 8" PVC except where noted in summary table. I H) Minimum slope = 0.28% except when V< 2.0 F.P.S. then Smin. = 2.0 %. I I) Minimum curve radius = 2001 . J) Golf course peak flow = 0.09 CFS. V I I BM:ky 346-39 V V I wp34627a V 3/18/91 V V V V V 01= 95 SUMMARY OF SEWER ANALYSIS CALAVERA HILLS VILLAGE "T" PR. Q DEPTH VELOCITY LINE I.D. REACH SLOPE D.U. FACTOR CFS (FT) (FPS) A-1(611) 55-54 1.00 15 4.0 0.024 0.07 1.5 A-2 54-53 0.5 21 4.0 0.034 0.09 1.3 A-3(611) 51-52 1.00 9 4.0 0.014 0.05, 1.3 A-4 52-53 4.24 -14 4.0 0.022 0.04 2.3 A-5 53-40 0.50 23 4.0 0.037 0.09 1.3 A-6 40-41 0.50 23 4.0 0.037 0.09, 1.3 A-7 41-61 1.69 25 4.0 0.04 0.07 2.0 A-8 61-63 3.28 32 4.0 0.05 0.07 2.7 A-9(6") 62-63 3.56 9 4.0 0.014 0.04 2.0 A-1 63-64 2.00 47 4.0 .080 0.09 3.0 A-11 64-65 1.2 51 -4.0 0.082 0.11 2.2 A-12 65-66 39.78 51 4.0 0.082 0.05 7.6 A-13 66-38 0.9 51 4.0 0.082 0.12 - 2.0 A-14 38-37 4.57 51 4.0 0.082 0.08 3.6 B-1 50-49 8.19 4 4.0 0.006 0.02 2.0 B-2 49-57 3.92 9 4.0 0.014 0.04 2.0 B-3 56-57 2.97 3 4.0 0.005 0.02 1.4 B-4 57-58 4.68 26 4.0 0.04 0.06 3.0 B-5 58-59 1.2 36 4.0 0.06 0.09 2.0 B-6(61-) 60-59 1.50 10 4.0 0.02 0.06 1.6 59-46 0.5 50 4.0 0.08 0.13 1.6 B-7. B-8(6 11 ) 48-47 3.37 7 4.0 0.011 0.04. 1.8 B-9 47-46 2.57 20 4.0 0.03 0.06 2.2 B-9A 47A-46 1.00 20 4.0 0.03 0.07 1.6 B-1 46-45 0.5 79 4.0 • 0.13 0.17 1.9 B-il 45-44 0.5 86 4.0 0.14 0.18 1.9 • • 2Oct95 PK. Q DEPTH VELOCITY I.D. REACH SLOPE D.U. FACTOR CFS (FT) (FPS) I LINE B-12 44-43 0.5 90 4.0 0.14 0.18 1.9 I C-1(611) 67-68 2.7 12 4.0 0.020 0.05 2.02 I 0-2 68-69 1.84 14 4.0 0.022 0.05 1.7 I C-3 69-90 33.59 14 4.0 0.022 0.03 4.8 C-4 90-39 14.13 14 4.0 0.022 0.03 3.6 C-5 39-43 5.35 15 4.0 0.024 0.04 2.6 C-6 43-42 0.05 110 4.0 0.17 0.19 2.0 C-7 42-76 0.50 119 4.0 0.18 0.2 2.1 I C-8 76-37 6.4.7 119 4.0 0.18 0.11 5.1 C-9 37-36 0.81 170 4.0 . 6.26 0.21 2.7 C'10 3635 0.58 170 4.0 0.26 0.23 . .2o4 C-111(12")79-80 0.28 481 4.0 0.762 0.42 2.41 I, 1. Line C-il is the worst case (flattest slope) on the line to the pump station. . . I . . 2. Includes 0.18 CFS from Junior High School and 0.09 CFS from the golf I course. I. 0• I'..... I .,. I. . . I . . . .. . . 3 of 95 I . . . PR. Q DEPTH VELOCITY LINE I.D. REACH SLOPE D.U. FACTOR CFS (FT) (FPS) I FROM VILLAGE 'Q' I D-1 Q-33 4.8 85 4.0 0.13 0.11 4.4 D-2 33-5 8.05 85 4.0 0.13 0.09 5.3 I D-3 5-74 0.64 93 4.0 0.14 0.18 2.2 D-4 . 74-6 3.36 97. 4.0 0.15 0.13 4.0 I D-5(611) 14-13 2.05 10 4.0 0.02 0.05 2.0 . I D-6(611) 12-13 2.51 . 9 4.0 0.014 0.04 1.8 D-7 13-6 2.09 19 4.0 0.03 0.06 2.0 I D-8 6-7 2.35 116 4.0 0.17 0.18 2.8 D-9 7-8 1.50 121 4.0 0.18 0.16 3.2 I D-10. 8-9 4.70 123 4.0 0.18 0.13 4.8 I D-11 9-10 5.79 127 . 4.0 0.19 0.12 5.2 D-12(611) 18-10 4.85 6 4.0 0.01 0.03. 2.0 I D-13 10-11 1.0 133 . 4.0 0.20 0.19 2.8. D-14 11-34 .4.47 133 . 4.0 0.20 0.13 4.8 I D-15 34-35 8.40 133 4.0. 0.20 0.11 6.0 PR. Q DEPTH VELOCITY LINE I.D. REACH SLOPE D.U. FACTOR CFS (FT) (FPS) E-1 22-3 5.0 13 4.0 0.02 0.04 2.4 I E-2 9.25 2 4.0 0.003 0.01 1.7 . I E-3 3-2 7.37 17 4.0 . 0.027. 0.04 3.1 E-4 28-2 1.40 6 4.0 0.01 0.04 1.2 I E-5 2-73 8.19 29 4.0 0.05 0.05 3.8 E-6 73-1 3.5 31. 4.0 0.05 0.07 2.80 E-7 1-30 3.15 37 4.0 0.07 0.08 2.8 I E-8 . 30-31 1.25 43 4.0 0.07 0.1 2.2 E-9 31-76 34.55 43 4.0 0.07 . 0.05 6.9 I E-10 76-23 . 1.32 43 4.0 0.07 0.1 2.2 E-11 23-24. .9% 47 . 4.0 0.08 0.11 2.0 I. PR. .Q DEPTH VELOCITY LINE I.D. REACH SLOPE D.U. FACTOR CFS (FT) (FPS) I ==================================================::========================== F-i 15-16 2.0 4 4.0 0.006 0.003 1.3 F-2 16-17 2.00 14 4.0 0.022 0.05 1.8 F-3 17-72 1.00 18 4.0 0.03 0.06 2.0 :I F-4 72-32 24.04 18 4.0 0.03 0.03' 4.7 F-5 32-27 4.4 18 4.0 0.03 '0.05, 2.6 F-6 27-71 5.77 18 4.0 0.04 0.05 3.1 F-7 71-26 3.5 29 4.0 0.05 0.07 2.8 F-8 19-20 14.89 3 4.0 0.005 0.02 2.3 I F-9 20-21 2.0 11 4.0 0.02 0.05 1.8 F-1 21-75 40.56 11 4.0 0.02 0.02 5.0 F-il 75-26 3.0 11 4.0 0.02 0.06 2.0 F-12 26-25 4.00 40 4.0 ' ' 0.064 0.07 3.2 F-13 29-25 9.33 5 '' 4.0 0.008 0.02 2.3 I F -13A 29A-25 3.62 ' 5 4.0' 0.008 0.03 1.6 I F-14 25-70 2.27 48 ' 4.0 '0.077' 0.11 2.0 F-15 70-24 ' 0.50 55 4.0 0.088 0.11 2.3 F-16(10")24-89 0.5 102 4.0 0.163 0.31 2.7 G-1(10") 88-86 21.86 257 4.0 0.41 0.11 9.7 I H-1(12") 89-STUB 10.10 738 4.0 1.10 0.19 9.4 I 1. Line 'F' (55 DU) + Line 'E' (47 DU) + Village 'W,X&Y' (22. DU) + I ' , Village 'U' (133 DU). ' V BH:ky 346-39 1 WP:346.28A 311891 60F95 V/U6E '7' I 0• F DENSITY REQUIREMENTS I NJ ufinutu }!a'duuo . lot Area Fop / Density : •.: - :1'optilat1011, zone (Si _it ) U (DIJ/UetAc) - (/Ac) A-i-i • 43,560 3.5 t 1 :3.5 A-1-5 217,800 3.5 0.2 . .. . 0.7 . . 435,600 3.5 0.1 .. 0.4 I A-i-lU 5,000 3.5 . 9 .• : 31.5 R-1-10 10,000 3.5 . 4 14.0 I R-1-20 R-1-40 20,000 40,000 3.5 3.5 . 2 1. .. 7.0 . •. 3.5 R-2 6,00d 3.2 14 44.8 R-2A . . 6,000 29 81.0 I R-3 . . 7,000 2.6 • 43 . 111.8 R-3A 7000 2.2 • . 73 . 160.6 R-4 . 7,000 . .1.8 109 158.2 • R- IC . . 10,000 . 1.5 218 327.0 • Schcols/Public . • 3.5 8.9 31.2 0Efices . . . .. - 3.5 10.9 38.2 Cozrzi.1/Eota1s .. 3.5 . ..• 12.5 . 43.7 I Tdus:r1a1 3.5 17.9 62.5 Eospita]. . 3.5 0 42.9 150.0 Net Ac=e 0.8 X Gross Acre I . Peak Flow (Average Elot,) X (k'eaklug Factor) peaking Factor 6.2945 (Pop) 1342 0 0 . wp/Dcusl.ty IIM(L./1lI : A/FT '9C, < 3/el PbP = 6Z4 P>P • KG/jg . . . . 0 • . . 0 • PE= b296'3 2.7 E,DL). = 89 p Li K 2J0.O • 0 0 0 46 r4rT tic 3 -CE 66L) j . . . 0. :1 0 0 0; 00 6O/.95 ii Crested. Revised I 1 Jn 91 15-Jan-91 1 I MNNIN(3' S EQUATION . C ircu lar cross-secti on 1Jn i t (ft) FEET Area (sq ft) 0.02 lii (F t) <.()/....................... Veloci ty U ischarqe (cfs) = <.024> Froude Number 1 23 annin's n <.012:> . Crit ical Depth (ft) = 0.08 1ope(decimal) tiameter <.01::: Norma]. Depth (it) = 0.07 (1) = <6:> . Hydraulic Radius (ft) = 0.04 I Depth to C'eni ot ci ( f( ) - 0.03 Top Width (ft) = .0.34 Spec i fic For ce () U() I I I I I I I I I I Created Revised U 30-JLI 1 -90 30-JLI l-90 01: 16 I MANNING'S EQUATION Circular cross-section lits (ft) = FEET Area (sq ft) 0.03 111th Nt) <.o9:: <----- Veloc:lt;y D charge (cfs) = <.034> Froude Number = 0.91 4nin's n <.012> Critical Depth (ft) 0.08 5pe(decimal) <.005> Normal Depth (ft)= 0.09 Jailleter ( in) <8> Hydraulic Radius (ft ) 0. 0 Depth to Centroid(ft) 0.04 Top Width (ft) 0.45 I - Specific Force = 0.00 I r I I R - Created Revised 15-Jan--91 15-Jan-91 03:13 Circu lar cross-sect ion Area (sq U 0.01. Velocity (ft/s) 1.28 Froude Number = 1 . 19 Critical Depth (ft) 0.06 Normal Depth (ft) = 0.05 Hydraulic: Radius (ft) 0.0:3 Depth to Centroid(ft)= 0.02. Top Width (ft) 0.31 Specific: Force = 0.00 1 MANNINI3'S EQUATION tnits = FEET (ft) lepth (ft) = •::.05::: (cfs) = <.014:::. tann ing's Fl = <.fl12:::- lope(decimal ) Itia'meter (in ) I. I . I .. I I I I I I I. I 1 I i . .. Createdl Revised 15--Jan-91 15-Jan--91 03:14 I MANNIN(3'S EQUATION Circular cross-section Anits (ft) FEET Area (9 ft) 0.01 .1epth (ft) .::04:::........-...- Velocity (ft/s) ;'ischare (c-fs) = <.022::: Froude Number 2.42 ininF's n = .f12:. Critical Depl;h (ft) = 0.07 i.c)pe(decimal) = <.0424> . Normal Depth (ft) 0.04 I iameter (in) = .:::e:> . Hydraulic Radius (ft) 0.03 I . Depth to Centroid(ft)= 0.02 Top Width. (ft) . = 0.3:3 I Specific Force 0.00 I . I I. I I I . I . . . I . I I . I MANNING'S EQUATION Ulits(ft) = FEET D1th (ft) = <.09> <-- Dchar9e (cfs) = <.037> Mtn i n y' s n = s: pe(decimal) = <:.005> Imeter (in) = <8> I I I. I ii I I I I I I Created Revised 30-JLu-9(:) 30-Ju1-90 02:50 Circular cross-section Area (sq ft) = 0.03 Velocity (ft/9) = 1.29 Ft'oude Number = 0.91 Critical Depth (ft) = 0.09 Normal Depth (+t) = 0.09 Hydraulic Radius (ft) 0.06 Depth to Centroid(ft)= 0.04 Top Width (+t) 0.46 Specific Force = 0.00 U I MANNING'S EQUATION i;ts (ft) = FEET . t h (.ft) <. (:)9> <- Dihr'je (cfi) <Q37> 1-1 11 .1 1 rtcj ' u Fl H < 012> S )pe(decimal) <.005> I)Isne Lw' (Iii )ffid1:13> I I I I .1 I I I 1 I' 1 I 1 Created Revised 020,-'54 Circular c'oss-section Area (sq -f t) = 0.03 Velocity (Ft/s) 1.29 FroucJe Number = 0.91 Criii::l i)upth (f) ui 0.09 Normal Depth (t) 0.09 IIytJru]. it: Ra:I1u ( i(;) ' Depth to Centroid(ft)= 0.04 Top Width (-ft) = 0.46 Specific Force 0.00 Area (sq ft) Velocity (ft/s) Froude Number = cr i t; ica 1 Normal Depth (ft) = Hyciraiti ic 1a(I1us ('ii;) Depth to Centroid(ft)= Top Width (ft)- Spec if i c Force 02 2.03 1 . 63 0'? 0.07 (_)•03 0.41 C) C) C) I M(NNING'S EQUATION tnits (ft) = FEET (it;) = isch a. rqe (cfs) = •:: 04::,. i ii 1ope(cJecim1) = )ia?tc' (ifl) I .1 I I 1 Created Revised (:)9-••Jn91 09-•Jafl-91 10: 42 CircLtlar cross--section ,q-8 Created Revised c:)9---Jcr-9i 09-Jar---91 10:43 Cir(:ular cross-section Area (59 -ft) 0.02 Veloc:ity ('ft/s) Froude Number . ' = 2.23 Critical Dep t;h (fl;) :: 0. 10 Normal Depth (-Ft) = (-).(-)7 Hydraulic: Radius (-Ft):::- o. 04 Depth to Centroid(ft)= 0.03 lop Width (ft) 0.40 Spec: i. f i c Force 0. 00 I MANN I NG' S EQUATION inits (+t) FEET 'isc:h arc e (cfs) = <. I;1'r1 in9' 5 Ii ::: . 012:::- Uiameter lope (decimal) ' = <.0328:::. (in) = <8> I. 'I * I.. I. I .1 I I I 'I I I 1 I MANNING'S EQUATION 1• Units (ft) FEET I ?I:th (ft) = 'i$charc3e (cfs) = <.014> ' i 0 12*:: ann ng s n (decimal ) = •::. 0336::. iameter (in) = I I I I I I I I 1 Created Revised (:)9-Jan•-9 1 01 1.2 Circular cross-section Area (sd ft) 0.01 Velocity (ft/s) 1.99 Froude Number 2.47 Critical Depth (ft) = 0.06 Normal Dep th (f 1; ) Hydraulic Facii (ft)= 0.02 Depth to Centroid(ft) 0.02. TOP Width ( f t ) : 0 . 27 Specific Force 0.00 Created Revised 09-J1n-91 09-Jan-91 10:45 Circular cross--section I MANNING'S EQUATION 11nits, (it) = FEET I C th (ft) = 00% I )I:.I.i'j&., (i,:f'jii) •::.11::):' 12> I ic:)pe(ciec:imal) =C)2> Ili amet er (in) <a> I I I 1 I I 1 I I .. I . .1 Area ( c: +1;) Velocity (ft/s) (.::titl€:ai I:)fpLII (It) Normal r)E.?pth (-ft Hydraul ic Radius (It) Depth to Cen tri d (ft) = Op W i dth (ft ) Specific Force = 2.64 ET r 0. U-1; 0.09 0. 06 0.04 o. 47 0.01 Area (sq ft) Velocity (ft/s) Froude Number = Critical Depth (ft) = Normal Depth (ft) Hydraulic Radius (ft) Depth to Centrold(ft)= Top Width (ft) = Specific Force = 0.04 2.21 1.43 0.13 0.11 C.).07 0.04 0.49 0. 0 1 i I MANNING'S EQUATION 1 its (ft) FEET I1)th (ft)<---- D'schar9e (cfs) <.08> Inning's n = <.012> pe(decimal) <.012> ameter (in) = <8:> I I , I 'I I. I.. .1 I I I ' I I '111 Created Revised 31-JL(l--90 31-Jt1-90 ii 00 Circular cross-section I I MANNING'S EQUATION tits (ft) = FEET (ith1 (ft) •.O5> < !!char9e (cfs) = <.082> tib n i n 9 ' s n < • 0 1 2> S Dpe(decimal) = (.3978> jam-eter (in) <8> I I . 1 I S I i I 1 H! H Created Revised 31-Jul-90 31—Jul-90 11:00 Circular ct'oss-section Area (c ft) = O.U1 Velocity (ft/s) 7.58 Froude Number : = 7.50 Critical Depth (ft) = 0.13 Normal Depth (ft) = 0.05 Hydraulic Radius (ft)= 0.03 Depth to Centroid(ft)= 0.02 Top Width (ft) = 0.34 Specific Force 0.02 I. I' MANNING'S EQUATION Created Revised 07--•ALIFJ -90 :67--AU 90 00813 Circular cross-section L -its (ft) = FEET (ft) = <.12> <- Di ttth scharge (cfs) = <.C)82> Ihnin9's n (.012> S pe(decimal) Jameter (in) = <8> 1 I I I I 1 OI I I I I • II Area (sq ft) 0.04 Velocity (ft/s) = 2.01 Froude Number = 1 .25 Critical Depth (ft) = 0.13 Normal Depth (-ft) = 0.12 Hydraulic Radius (ft) 0.07 Depth to Centroid(ft)= 0.05 Top Width (ft) 0.51 Specific Force = 0.01 I, Created Revised j. 07-Au.g--90 07--AL(9-•90 08:44 I MANNING'S EQUATION - Circular cross-section Its (ft) = FEET Area (sq ft) = 0.02 1 pth (ft) = <.08> <--- Velocity (ft/s) = 3.56 D schare (c-fs) = <.082) Froude Number = 2.71 tInnirlj's n = <.012> Critical Depth (ft) = 0.13 Spe(decimal) = <.0457:: Normal Depth (ft) 0.08 lameter '(in) = <8> Hydraulic Radius (ft)= 0.05 I Depth to Centroid(-ft) 0.03 Top Width (ft) 0.43 I Specific Force 0.01 I I. I S I I S - 1 i I $ 1 H I I I I I I Crested Revised I . 09_...J :n _.91. i() i• MANN I NB' S EcuA'1 ION C: i rc:u 1 i&r ros Cle I ion tnits (-ft') FEET Area (sq ft) 0.00 1)c?pl;h Ut) :::.02:::.................. Velocity Ut/s) 1.97. ')ischr9e (c -f s) 0 0 6 Eroucle Number 3.01 I1aunuij'; Ii <.0t2: . Critica l Depth (ft). 0.03 ilope(decirnal) = f()819: Norma l Depth (ft) 0.02 )ifflE'L;' (in) (0> Ilydraul ic: Rc:1ius 1 - Depth to Centrid(ft)= 0.01 Top Wi (ith (It) , I SF:ecjfic Force o. oo I., I' I 1 I I I I I - - . - I' MANNING'S EQUATION IUn t i s (f t) = FEET 1)epth ('it) = )i$charF3e (cfs) = <.014:::' I 1anfhn(3 L 31c)pe(c1ec:1n1) tia-ineter (j) I I I I ' I ' I I I I 'I I I I Created Rev iec1 09--jar-1-9109-Jan--91 10:50 Circular cross-sect ion Area (Sd f t) 0.01 Velocity ('ft/s) 1.97 Froude Number 2.2 Critical Depth (-ft) = 0.05 Normal Depth (ft) 0.04 Hydraulic Radii-t (ft) 0.02 Dep t h to Cen t r o i d (f t) = 0. 01 Top Width ( f t ) () Specific Force I Created Revised 10-Sep-9p '10-Sep-90 12:28 MANNING'S EQUATION Circular cross--section t11ts (it) FEET Area (sq ft) 0.00 D; .th (it) = <.02:> <--- Velocity (ft/s) 1.39 Ischar9e (C fs) :: •::: . 005> Fraucie Number 2. 00 N' nnin9's fl <.011:::. Critical Depth (ft) 0.03 jope(decimal) = <.0297:> Normal Depth (ft) = 0.02 1ameter (in) = .::8> Hydraulic Radiu (it) = 0.01 Depth to Centroid(ft)= 0.01 I Top Width (it) = 0.24 Specific Force = 0.00 I I U II LI I I I . I I 1 . P Created Revised 31-Ju1--90 31-Jul-•90 12c44 I MANNING'S EQUATION Circular cross-section Lt t s (f t) FEET Area (59 it) 0. C) 1 (ft) <.(Th> <- Velocity (ft/s) 3.00 DIScharge (cfs) = <.045> Froude Number 2.65 I-1ninSs n = <.012:: Critical Depth (it)0.10 8. pe(decima1) = <.0468> Normal Depth (it) 0.06 Diameter (in) = <8> Hydraulic Radius (it) = 0.04 Depth to Centrold(ft)= ().02 I lop Width (it) C).3.3 Specific Force 0.00 I I I I I H 1 .1 .,. 1 - I" I MANNING'S EQUATION Units (-ft) = FEET th ( ft ) = <. 09> <---•- 13char3e (cfs) = <.06> lnnin9's n = 1 pe(declmal) = <.012> Diameter (in) = <8> L I I' I 1. I . I,. 1 I 6 -5- Created Revised 31-Ju1-90 31-Ju1-90 12:42 Circular cross-section Area (scl ft) Velocity (ft/s) = 2.03 Froude Number = 1.41 Critical Depth (ft) = 0.11 Normal Depth (ft) = 0.09 Hydraulic Radius (ft)= 0.06 Depth to Centroid(ft)= 0.04 Top Width (ft) = 0.46 Specific Force 0.00 I MANNING'S EQUATION tnits (it) = FEET 1..eptl (FL-) = •(.(:)6)................ ischar9e (c-Is) = •:: 02:> I1nn(3' s n (.012::' I ;lope (decimal) :::. 015:> liame ter (in) = <6:::. I I I I I H U 1%. I I . Created F?Vised 09---Jan-91 09-Jan-91 01: 1. 2 Circular cross-section Area (sq ft) . 01 Vcfl (:)clty (ft/ 1.ô1 Froude Number, 1 47 Critical Depth (It) 0.07 Normal Depth ( + t ) Hy dr aulic Radius ( f t ) c:. 04 Depth to Centroid(+t) 0.02 Top Wi dth f t ) = 0.32 Sp ec:: . -F ic Force . 00 Created Revised 30-Jul -90 30-Ji1 1 -90 11:07 Circulr cross-section Are. (sq ft) = Velocity (ft/s) = Froude. Number Critical Depth (ft) = Normal Depth (ft) = Hydraulic Radius (ft) Depth to Centroid(ft) Top Width (ft) = Specific Force = 0.05 1 .63 0.94 0.13 0.13 0.08 0.05 0.53 0. 0 1 I. MANNING'S EQUATION. Ilits (ft) = FEET 1th (ft) = <.13> <--- Dscharge (cfs) = <.08> n = <.012> ape(decimal) = <.005> E!ameter (in) = I. I' I I I I I I, I 1 I 1• I I WNNING'S EQUATION I-jr-litcs (ft) = FEET t; I (4:() (cfs) <.O111: t=k n n i ng I s n : 1C)pe(decimal) = (.0337:> Iiarne1er = (in) I I . I I 1 I; I: I I., Created Rev ised ()9 -Jar)-91 (:)9••Jr)-9 1 C) 1: 1?. Ci rcu 1 at' cross-sec t ion \r'e..jb. (cq ft ) 0.1)1 V:1.c:.::: i I.;y (f(/,) Froude Number 2.. 08 Critical Depth (ft) Norma l Depth (f t) Hydraul ic Radius (-Ft) =:: 0.02 Depth to Cen trb i d (ft ) C). C) 1 Top Width (ft) 0.26 Spec i .f ic For ce rz /39 (eate(:I Revised (:)9-Jn--91 ()9-Jan--91 10:51 Circular cross-section Area (59 ft) 0.01 Velocity (Ft/s) 2.15 Froude Number = 1 .95 Critical Depth 1t Normal Depth (ft) ' 0.06 Hydraul ic Radius ( + t ) 0. 04 Depth to Centrbid(-ft)= 0.02 T C) F' W i cit h (f U o.37 Specific Force 0.00 I.. I MANNING'S EQUATION knits (ft) FEET (It) 06 )ischar.ge (cfs) = tann i I nq s n - = <.012:::. 1;1.ope(ciecimal) = Diameter (in) = <8::: I I I I . I. I. I .. I I 1 I . 1 i i I M(.\NNING'S EQUATION 'Jrits (ft) = FEET (.f1) 07> T)ischrçe (cfs) Fanning's ì = 31ope(decimai) <.01) ti - LA (T I C.-, t (-2 t (in) = I. I . I. 1: I I I I I I I' H /3-9,4, Created Revised 0c1_ Jan __91. 09--Jar%-9 1 10: 52 Circ:u1r' 'e (sc ft) o. 02. Velocity (+t/s) 1. Froude Number 1. . 25 Critica l Depth ('ft-) = 0.08 Norma l Depth (ft) = o. 07 I'Iydr3u1 ic: IadiL(s (ft) 0.04 Depth to Centroid(ft) 0.03 Top Width (ft). = 0.41 Specif ic Force - -, j Created Revised •• 30-Jul-90 30-Jul-90 10:49 MANNING'S EQUATION Circular cross-section tilts (ft) = FEET 113th (ft) = <.17:> <--- Dschar9e (cfs) = <.13> ihn ing' s n = pe(decimal) = Elameter (in) = <8> I 1 I I I 1 I I . 1 I I '1 Area (sq -ft) 0.07 Velocity (ft/s) = 1.87 Froude Number = 0.95 Critical Depth (ft) = o.16 Normal Depth (It) C).17 Hydraulic Radiu (ft)= o. it) Depth to Centt'oid(ft)= 0.07 Top Width (It) 0.58 Specific Force = 0.01 1 MANNING'S EQUATION lits (ft) = FEET t h (ft) = <. 18> •c: - Discha,'9e (c+s) = <.14> #on ing I sn = <.012> a Dpe(decimal) = <.005> lameter in = <8> 'V. I H' I I .1 I il I V Li Ii 1 J341) Created Revised 30-Ju1-90 30-Jul-90 10:55 Circular cross-section Area (sq ft) 0.07 Velocity (ft/s) = 1.91 Froude Number = 0.95 Critical Depth (ft) = 0.17 Normal Depth (ft) = 0.18 Hydraulic Radius (ft)= V Depth to Centroid(-ft) 0.07 Top Width t) = 0.59 Specific Force = 0.01 Created Revised 30-Jul -90 30-Jul --90 1 1 C)3 Circular cross-section Area (sq ft) Velocity (Ft/s) = Froude Number Critical Depth (ft) = Normal Depth (ft) = Hydraulic Radius (ft)= Depth to Centroid(ft)= Top Width (ft) i = Specific Force = 0.07 1.91 0.95 o.17 0.18 10 0.1)7 0.S9 o.(-)j t 1 MANNING'S EQUATION .1 Units (ft) = FEET th (f t) = <.18> <--- 3char'9e (cfs) = <.14> t!nnin9's n = <.012> 1 pe(decimal) = <.005> Diameter (in) = <8> I. I I 1, I .1 1 1 I I I I r LINE 1TL LI c-i Created Revised 31-Ju1--9C) 31-Jul-90 01:49 Circular cross-section Area (sq ft) 0.01 Velocity, (ft/s) = 2.02 Ft'oude Number 1.95 Critical Depth (ft) = 0.07 Normal Depth (ft) 0.05 Hydraulic Radius (ft) 0.03 Depth to Centroid(ft) 0.02 Top Width (ft) 0.30 Specific Force 0.00 i MANNING'S EQUATION tits (+t) = FEET t h (ft) = (. 05> IIschrge (cfs) = <.02> I lining's n = S, p(decimal) = (.027> Imeter (in) = I. I I I I 1.. i 1 I I. 1 Area. (sd ft) Velocity (ft/s) Froude Number Critical Depth (fl;) = Normal Depth (ft) Hydraulic Radius (ft)= Depth to Ceo tr(:) ± ci ( f t lop Wi d th ( Specific Force 0 u 1 1.74 1 0.07 C) 03 0.03 C) ? U. (••)(••) I t MANNING'S EQUOTION pin i ts (ft) = FEET epth (Ft) ::.t3: TisrI..rge (cfs) = <.022:::. ll;--kn n i rig I s iiope(decirnal) = !iametet' (in) 1 • I I. .1 I I I I I 1 I 1 I C- C reated Revised 09-Jan-91 09-Jan-91 10: 53 C ircul at' cross-section q a .9 (sc ft) Velocity (ft/s) = 4.79 Froude Number 6. 34 Critical Depth (ft) 0.07 Norma). Depth (ft) 0.03 Hydraulic Radius (ft)= 0.02 Depth to Centroid(ft) 0. 01. Top Width (ft) 0.26 0(3 Created Revised 09--Jn-91 09--Jan--91 1053 Circular cross-section I MANNING'5 EQUATION In i ts (ft) FEET pth (ft) = .::03:::. lisch,at,ge (cfs) (.022:::. 1 nnin.cj' s n <. o12:: I:OF'C ( dcc imal ) ( . 3359> Iiamet (in) = I I I I . I IH I . I I : I , I ... I I MANNING'S EQUATION P.rits (+t) FEET epth ('Ft) = irg (c+s) =•::. ()22> I kflnj rig ' s n = 1 ope(dec i m 1) imeter (in) I I I. I I 1: I., I I I:• I I, Created . Revised 09--Jan-9 1 09-Jan--9 1 1.0: 34 Circular cross'- sc.ct ion Area (sq ft) Vdlocity (ft/s) ::.55 Froucle Number 4.24 Critical Depth (ft) 0.07 Normal Depth (ft) 0.03 Hydraulic r.d1L(s (Ft ) 0.02 t)ep ti.....o r(:)::) Width (Ft) I Created Rev isecl • 09-Jan-91 09-Jan-91 1('.): 54 I MANNING'S EQUATION Cii'tilar cross-section 0.01 nits (ft) = FEET Area (sq ft) 1.epth (-Ft) = <.04:> •:::--- Velocity (ft/s) 2.59 i.scharqe (cfs) = (.024> Froude Number = 2.70 anninc Is j. n = <.()12> Critical Depth Ut) 0.07 lope (decimaJ.) = <.0535:> Norma). Depth (ft) 0.04 liameter (in) = •(> Hydraulic Radius (ft)= I. Depth to Centroi d (ft) Top Width (ft) 0.32 I Specific Force 0.00 'I I I. I H p; I I H I t FIANNINO' S EQUATION (fl;) FEET 1(1:> i5chr9e (cfs) <.17:::. lan n j. n 9 s n li ameter (in) I. I . I 1 I I I I I I I I 2re.ted Rev ised 09--Jan-91 09-Jan--91 10:55 (2ir'ci.tiar cross--sect ion Area (cci ft) 0.08 Vrlo::ity (ft/c) :: Froude Number 0.96 Critical Depth ft (--).19 Hydraulic Radius (f t) = o.11 Depth to Centrdid(ft)= 0.08 Top Width (ft) 0.61 Spec: I. fic 1 orc:e 0. 02 195 I. Created Revised M(NNING'S EQUATION I 30-Jul-90 30-Jul-90 Circular cross-section 01:03 Ults (ft) FEET Area (sq ft) D1th (ft) = <.2> <---- Velocity (ft/s) 2.05 Dichar9e (cfs) = <.18> Froude Number 0.96 Mining's n = <.012> Critical Depth (t = 0.19 SIjPP(decimal) <.005> Normal Depth (ft) I:.20 Dlmeter (in) = <8> Hydraulic Radius (ft) = 0.11 I Depth to Centroid(ft) 0.08 Top Width (ft) 0.61 I Specific Force 2C.1 0.02 I I I I. I, I I I I i H I . Created Revised I MANNING'S EQUATION 30-Jul-90 30-Jul-90 Circular cross-section 01:04 Its (ft) = FEET Area (sq +t) = n D1th (ft) <.11> <----- Velocity (ft/s) 3.09 D, charge (cfs) =<.18> Ft'oude Number 3.32 Min in95 s n =<.012> Critical Depth (ft) 0.19 Sr pe(decimal) = <.0647> Normal Depth (ft) 0.11 Di1meter (in) = (8> 0.06 Hydraulic Radius (ft) j Depth to CntroicJ(ft)= Top Width (ft) 0.49 I fit.Jfic 1C:)t'(::(e ( I 1 I I I I I I, f1 (K.Q MANNING'S EQUATION uIit (ft) = FEET Dj'th (Ft) <.21:: <----- DIchar9e (cf) = <.26> M[n i I n 919 n <.012> 9 pe(dec:imal) <.0091> Dimeter (in) <9> I. I I . i .1 iT I , I I I , II '--3 Created Revised 30-Jul-90 30-Jul-90 03-37 Circular cross-section Area (sq ft) 0.10 Velocity (f/s) 2.71 Froude Number 1 .22 Critical Depth (ft) = 0.24 Normal Depth ft 0.21 Hydraulic Radius (ft)= 0.12 Depth toCentroid(ft)= 0.09 Top Width (ft) = 0.62 Specific Force 0.03 F' I t MANNING'S EQUATION kilts (ft) = FEET D1th (ft) = <.23> <---- Dr;chrqe (cfs) = <.26> Mming's 11 <.012> D meter (in) <8> I I, I 1 'I I 1 I. I: I Created Revised 30-Jul-90 30-Ju1-90 03 45 Circular cross-section Area (sq Ft) Velocity (it/s) 2.40 Froude Number = 1 .03 Critical Depth (ft) ' 0.24 Hydraulic Radius (f t) 0.13 Depth to Centroid(f.t)= 0.10 Top Width (ft) . 0.64 Specific Force o. 03 1rl,a'.95 :-J) 1-1 iose Circular cross--section Area (sq ft) = 0.32 Velocity (ft/s) 2.41 Froude Number- = 0.75 Critical Depth (ft) = Nornial Depth (+t) = 0.42 Hydraulic Radius (ft)= 0.22 Depth to Con tro d (+ U = 0.18 Top Width (+t) = 0.99 Specific Force = 0.11 C MANN i N:3' S EQUATION IiJni1;s (+t) = FEET Depth (ft) .:::.42:::. <H-- IDischarge (c:fs) = <.76> I Man n ine's ii = <.012> Slope (decimal) 0 0028'.> I at (in) =412> H I I. I... I... 1 I.. I I.. 1 I . . II .. -17oF'35 LINE "D" I I MANNING'S EQUATION (f) FEET <.1> kischarge (c+s) anflincJ s n <. c'12: lope ( decim.J. ) = <.048:> 1iameter (in) = I I I 1• I I I 1 1 1H 'I I Cr eated, Revised 16-Jan-91 16-Jan--91 00:25 Circ:ular cross-sec:tion f t) Velocity (Ft/s) 416 Froude Number = 2.84 Critical Depth (It) 0.16 Normal Depth (ft) Hydrau lic Radius (1 U = (:). Depth to Centrcid(ft)= 0.04 Top Width ( •f t ) 407 j f j(' ::(:.)p.f:ç.:i 0 4YOT.95 I, I MANNING'S EQUATION Init's (ft) FEET 1epth (it) harge (cfs) <.13> ,Ir:'r in.-1 ) I. I S 1 S I S I S 1 ,S IS , S I S S I: i s S 1 I D -2 H Rev i c.cJ 16-Jan---91 16-Jan-?I 08:26 Circu1.t' cF'c)c-c3?ctior1 Area (çc1 ft) Velocity (-Ft/s), 4'. 99 FrOUde Number = 3.64 1. I)'t;I(f't;) - )r.q 1:1'1 1Iyd,"u1 icr I:tiih Depth to Centt'di d Cf t) I up W1dI1 (-IA) . + I Ct'eated Revised I MANNING'S EQUATION 16-Jan-91 16-Jan--91 Circular cross-section 08:26 Knits (ft) = FEET Area (5c:l ft) 0.07 epth (ft) = <. 16:: <---- Velocity (ft/s) = 2.09 r\i_c t rg e (cfs) e..14> Froude Number n <.012:> Critical Depth (ft) 0.17 lope (decimal) = <. 0064> Normal Depth (ft) 0. 16 I iameter (in) = •(8> Hydraulic RacliLis (fl;) = o. 10 I Depth to Centroid(ft)= 0.07 Top Width (ft) Specific Force 0.01. I I I I I. I I I I I I 580/95 I U MANNING'S EQUATION I. ..Jnit; (fl;) FEET I th (ft) "ischar.ge (cfs) = C 15::• lann i nq I s ri = <.012::. lope(decimal) = Diameter (in) = I I I I. 1 I . I 1 I. I I D -4 Created Revised 16-Jan-91 16-Jan-91 05:27 Circular- cross-section Area (s-,q ft) Velocity (ft/s) 3.75 Froude Number 2. 35 Critical Depth .(ft) 0. 15 Normal Depth •ct Hydraulic rdi (ft ) 0.07 Depth to Cen troi d(+ .1; ) 0. 05 Top Width (fl;) 0.50 Spec if i c Force 0.02 I I tIANNING'S EQUATION I1) 1,1 ( I. ) 0: 10) nnings r I ope ( dec irnl ) Iliameter (in) I .. I I I' I 1 •' I' I . I 1 I I Created Revised :9--•Jar 91 09-Jan-91 01: Circular cross-section -J (I)°I.i (t!!' I• : ) . I l.j'.:: I ;:v (I 1,' ) II I.htwI,ei 0. Critical Depth (ft) = 0.07 Normal Depth (ft) 0.05 Hydraulic Radius (ft)i 0.03 Depth to Centt'oid ( ft) = 0.02 Top Width (ft) 0.30 I I I • I MANNING'S EQUATION !lit FEET Fpth (ft) = •(.04::. jcrcc (cfs) = 014 Iknnjnq' s n = <.012:::. iametor (in) I I I . I I I I I . I I. I, .1 Crect?c:I R €d (:)9--J<fl-•-91 01:32 Circu1r cross-section Ar ea (c 4t) = o.oi Velocity (ft/s) : 1.77 Froude Number 1 . B4 Critical Depth (It) 0.06 Hydraulic Idiu (+t) 0.03 Depth to Certroid(ft) 0.fl2 Top Width -ft = 0.28 ¶::p:c: •i I Ic: 1(::)'c:( •°• 11 i:. 54ocg5 I MANNING'S EQUATION (ft) = FEET I) t ( S ) 0 Dicha.'ge (cf) 03> MIni rig s n <.012> Si pe(decimai) = <.0209> Di1meter. (in) <8> I I' I I I I I . I I I I I I D-7 Created Revised 31-Jul-90 31-Jul-90 02:37 Circular cross-section Area (sq f t) o. 01 Froude Number 1.77 Critical Depth (ft) 0.00 Normal Depth (ft) = 0.06 Hy dr au 1 i c Radius (+ t) 0.04 Depth to Centroid(ft) 0.02 Top Width (+t) = 0.38 I MANNINS EQUATION on its = FEET (ft) pth (ft) 1.::*.._ r5chu'C3e (c{s) = <.17> Inning's n = ( dc'c i. ma J. ) l op€' = <.0235,:- ameter (in) = 1 I I I I .• 1. I IH .1 Ii I I . H Creat ed iv I rccj 16-Jan-91 16-Jar....91 08:27 Circular cross--section Ar ea (q ft) 0.05 Velocity (ft/s), 3.So Fr c)ude NUITIL)?r 2.04 Critical Depth (Ft) 0.19 Normal Depth ( f ; ) . 0. 13 Hydrau lic Radius (f t) 0.08 Depth to Ccntroid('ft)= 0.05 Top Width (ft) = 053 Specific F..c.fl..c:.c 0.02 1. I M(NNING'S EQUATION I Units (+1;) --. FEET (it) ::. 15---- Iischarcje (cfs) Lnn i ng 1 s n lof--)e (dec:imal) 0145:::. Dianlet(:?r' (in) 1 I I I I .. I., I. I I' I Created Revised 1.6-J.n-91, 16-Jan-91 08:28 Circular' cross-section Area (;c ft) Veio::ity ('ft/s) Froucie Number = 1 .62 Critical Depth (ft) 0. 19 Nc)r'n\i I:)epth (.{t) 0. 15 Hydrai.il it: Radius (ft) 0.09 Top Width (it) 0.56 LI 57 95 I D -IO Created Revised 1.6-Jn-91 16-Jan --91 08:28 MfNNIN(3'S EQUATION Circul ar cross--section I. Units (ft) FEET Area (sq ft) 0.04 I lti (-f L) Velocity (ft/s) 4.54 c at (c s) <.18> nnin Ws n f Froude Number 2.85 <.(:)t2:: Critical Depth (it) 0.19 iopE:(dec:ilni ) <. 047:> Normal I)eph (it;) = 0. ii Diameter (in) = <8> Hydt'i1 ic Radius ('ft) = 0.07 Depth to CeritroicJ(ft) 0.05 I Sp€•?c:i lop Width (ft) 0.50 f i(: Force I I I I . I I I I , I .1 IM I I MANNING'S EQUATION I Units (ft) = FEET I Pth (ft) ::. 11> tsch?r9e (c-f) = <. 19:> trin ing ' s Ii =<.012> I.op(decirnal) =<.0579> iarneter (in) = <8> I. I I I . LI 1 I'.. I . I I I. I D—I Created Revised 16-Jan-91 16-Jan--91 0S29 Circular cross-section Area (sq ft) = o. 04 Velocity (fl;/) 4.97 Frcude NUflbeF' 3. 16 Critical Depth (ft) 0.20 Normal Depth (+t) 0.11 Hydraulic Radius (ft) = 0.07 Depth to Centroid(+t) 0.05 Top Width (ft) 0. so Spec i + iC For CC = o. o, Area (sq ft) Velocity (ft/s) = Froude Number = Critical Depth (ft) Normal Depth (ft) Hydraulic Radius (ft)= Depth to Centt'oid(ft)= Top Width (ft) Specific Force Of.) 2.00 2.45 0.05 0. 03 0.02 o 1 0.24 C). ('C:) MANNING'S EQUATION tilts (ft) = FEET DW th (t) = <:.03> < - -- Dchare (cfs) = <.01> M1ning's n = <.012> S1. •pe(decimal) = <.0485> Dlmeter (in) =<6> I I . I I I I I Created Revised 31-Jul-90 31-Ju1--90 02:47 Circular cross-section I I I I I I I MANN I NO' S EQUATION Initi = FEET (+t) ti.) (ft) 0 1% 'i.;ch.rqe (cfs) = <.2> - Ann il lope(decimal) = (.01:> iameter (in) = <0::: I . I . I I . 1 I I . I I . I ... I . I :1 Revised .16--Jr--91 16-Jr....91 29 Circul at' cross-sec t ion Area (sc f t) 0.07 Velocity (Ft/s) 2.71 Fr Ou.dE Number 1 . (:;I'it;i.CaI. Dip:Ii. (ii) 0.21. Normal Depth (4 t F 0.1a Hydraulic Radius (Ft)= 0.10 I)r'(I 1;o FnI;rnici;) 0.07 Top tJi(Jt;Il (.f(;) :::. :'. 543) Spec i fic Force :: 0.02 1. M(NNINi3'S EQUATION Inits (+1;) = FEET (+1;) = "isctrge (c+s) = la nnin' S fl = lope (decimal) =<.0447> liameter(in) =<8::: 'I I I . 1 I, 0I I I . 0 1 1 I I . I 0-14, Created Revised 16-Jan-91 16-Jan-91 08 30 Circular' cross-sect ion AF'CI. (c1 ft) = 0.04 Velocity (ft/s) 1.61 Froude Number 2.80 Critical Depth (ft) = 0.21 Norrnai. Depth (f 1;) 0. 12 Hydraulic Radius (4:1;) = 0.07 Depth to Centr'oid(ft) 0.05 Top Width (ft) 0.51 Specific Force = 0.03 6pirgc Created Revised 16-Jan-91 16-Jan-?l 08:30 I MANNING'S EQUATION Circular cross-section 11-nits ({t) = FEET Area (sq ft) 0.03 1 th (ft-) = <.1> <---- Velocity (ft/s) 5.76 i.scharge (cfs.) = <.2:> Froude Number = 3.79 n = Critical Depth (ft) 0.21 - .....)EJ4> FIorrn.J. Depth (ft) 0.10 ,, 10p*(decimal) j1 (in) Hydraulic Radius,(ft)F 0.06 I . Depth to Centrbid (ft)= 0.04 Top Width (ft) 0.48 I Specific FcW'r-c? I. I . 55 I . H. I. S I i e . I . .. I I I I MANNING'S EQUATION jits, (ft) = FEET th (ft) = <.04> ! <--- -,,charge (cfs) = <.02> lining's n = <.012> S pe(decima1) =<.05> E1ameter (in) = <8> I I I I I I I I I I I 1 c-I Created Revised 26-Jti1-•90 26-Jul-90 03:24 Circular cross-section Area (sq ft) fl.01 Velocity (ft/s) = 2.40 Froude Number = 2.6':) Critical Depth (ft) = 0.06 Normal Depth (ft) = 0.04 Hydraulic Radius (f t)= 0.03 Depth to Centroid(ft)= 0.02 Top Width (-ft) 0.31 Specific Force 495 Ole-195 Cr eated Revised 15--Jn-'91 15--Jan-91 0315 Circular cross-section Area (sd ft) 0.00 Ve locity (Ft/s) 1.66 FroLicle Number 3.02 (2t'itic:1 Deptli ('it) 0.02 0.01 F'IOt'n.l Depth ft - Hydraulic Radius (ft)":: 0.01 .Depth to Centc-i ci (ft)= 0.01 Top W idth (f t) 0. 19 Spec i fic Force , 0.00 I FicNNIN(3'S EQUATION tin i t s., (ft) E (ft) i.sch.\r9e (cfs) = Innning's n = <. lope (decima l) = . 0925:: 1i.rneter (in) = I I. I I I I I I . S I . I I .. I . E3 Cre.3tecl rviecJ 15-Jan-91 15-Jan--91 03 16 Circular cross-section r'ea ( sc. ft Velocity (ft/s) Froude Number Critical Depth (it) Normal Dp 4th ( + t ) 0. CO. 11ycJr'au1 ic RacJiu. ( ft ) = o.. 03 Depth to Ceritrid(+t) 0.02 rcip Width (It) = SI:cc if Jc Iorce MANNING'S EQUATION Ij n i t (ft) = FEET p t h (f j) = 04 'ischare (cfs) = •:::. 027,:. ianninc3' s I•1 = .cDpE? (dec i IT) i ) i I I I I. I: I I. I I I. I - I•IcNI r s Euur io P—jr.) j. t S, f ) : FEET <.04:> 1'ischr 9 e (cf) <.01> Ii Eop( de . c:irn.]. i.m?t€?r (in) I I I I I I I I I I I. I. I r?\/ i. s rsJ 13-Jan--91 15--Jr--9i (:):%: j.7 ire.:(..(1.r cI't:) ;•;ct IOn Area (çc1 ft) ''1ocily (ft/5)• 1.24 I-.(-)udE Number 1 36 Critica l Depth (ft) FIc:rni.i D€pl;Ii (It) C). 04 Hydraul ic Radius ( ft ) 0.02 L)€-'ptl to Cnl;F'oid({t) Top Width (ft) 0.31. E;1:)c: i •f ic icn'c:e :: .CH Created, ReVi;ed 1.5--Jri-91 15-Jn--91. 03: 19 Circ:..'1r cross-section Area (sq •f t) :. Velocity (Ft/s) :3.76 Froude Number 3.46 (2ri I.ical Dept-h (ft) J. 10 Norma l Dep th ( + k; ) 0. Hydraulic Radius (ft)= 0.0:3 Dei'i;h to Centroid(N;) 0.02 T o 1..3 Width (Ft) = Specific 1-orce 0.01 i. I. MANN ING S EQUATION 1-1-r-I i t s (ft) FEET tel-th ft) <. os::•<:----- r\j-r:h..y, (cfs) <.0,5.> t nn i n g l <.1:112:::. a S n tiameter (in) <8> I I I I I I I , I 1 0 I I ,. I I a.9 OT.95 Created Revised I 31-Jul-90 31-Jul-90 08:28 MANNING'S EQUATION Circular cross-section jits (ft) FEET Area (sq ft) 0.02 t1th (ft) = <.i:'7> :---- Velocity (ft/s) 2.80 D-charge (cfs) <.05> Fi-oude Number = 2.32 Innln9's n <.012> Critical Depth (ft) 0.10 )pe(decimal) <.035> Normal Depth (+t) = 0.07 liameter (in) = <8:> Hydraulic Radius (ft) 0.04 I Depth to Centroi ci (ft) ' 0.03 Top Width (ft) =, 0.40 I- Specific Force 0.00 I I I . H I I I . i H H I. I 70 0/P5 Created Revise d 09-Jan-9 1 09-Jan-91 11:04 Circular cross--section I Area (sd ft) Velocity (ft/s) 2.81 Fr-oude Number 2.. 23 Cr itical Depth (FL-) 0.. i. 1 Normal. Depth •fL-) = 0.07 Hydraulic Radius ft= o.oi Depth to Centr'did(ft) 0.03 Top Width (-Fl) = 0.42 Specif ic Force .0. 01 1 I MANNING'S EQUATION Inits (ft) FEET 1 pth (FL-) <.07:> f i.chtrc (cfs) = 11ann inca's n = <. 012.:- lope (decimal) imetir (in) (8> I I I I I I- - I . I. I. I. I I. Area (sq ft) = Velocity (ft/s) = Froude Number Critical Depth (ft) Normal Depth (ft) Hydraulic Radius (ft) Depth to Centroid(ft) Top Width (Ft) Specific Force = 0.03 2.16 1.45 0.12 . 1(3 0.06 0.04 0.47 (3. 0 1 1-4 Created Revised 01-Aug-90 61-Aug-90 11:17 MANNING'S EQUATION Circular cross-section Units (ft) = FEET A th (f charge (cfs) Ining's n <.()12,, SlI pe(decimal) (.0125> Dtmeter (in) <8> I. I I I I I I I I 1 I I :1 . ,77 org5 MANNING'S EQUATION U1ts (ft) FEET Dith (+t) = •(.o5: <:---- Dchr9e (cfs) = <.07:> MI n i n 9' S n < . 01 2:> Si pe(decimal) = <.3455> D1meter (in) = <8> i I . I , I p I;. IH I I I . I Created Revised 31-Jul-90 31-Ju1-90 08:34 Circular cross-section Area (sq ft) 0.01 Velocity (-ft/s) = 6.87 Froude Number i 6.94 Critical Depth (ft) 0.12 Normal Depth (ft) 0.05 Hydraulic Radius (ft) = C). 03 Depth to Centroid(ft)= 0.02 Top Width (ft) 0.33 Specific Force = 0.02 73 O,C95 E#1O H Crested Revised 31-.ki1-90 31-Jii1--90 04:12 MANNING'S EQUATION Circular cross-section its ({t) FEET Area (sq ft) () th (+t) <.1> <--- Velocity (ft/s) 2.20 Dcharge cfs) 0 7 > Froude Number = 1.49 tlinin9's n <.012> Cr,itical Depth (ft) 0.12 Slope(decimal) <.0132> Normal Depth (ft) 0.10 Imeter (in) <8> Hydraulic Radius (ft)= 0.06 I Depth to Cntroid(+t)=. 004 Top Width (ft) 0.47 1 Specific Force I I I I I 1 I I I I I Created Revised MANNING'S EQUATION 31-J11-9(:) 31-Jt1-90 Circular cross-section (:)344 tits (ft) FEET Area (sq +t) 0.04 11'th (ft) = <.11> <---- Velocity (Ft/s) 2.fl() -,charge (cfs) = <.08> Froude Number 1.25 I1hnin9' <.012:: ('rifJ Dei:ith (f:) w (). i:: S )pe(decimal) = <.009> Normal Depth (+t) 0.11 (In) <8> Hydraulic rdii. (It) 0.07 I Depth to Centroid(ft)= 0.05 Top Width ( It) I 8pc-i{ic For cc U Ui I I I I I I I 'I I I I ri I i I I I f1EZ1 NMI IL Created 'Revised L 31J111-90 j-Jul-9() C-)4:32 I MANNING'S EQUATION Circular cross-section ti ts (it) FEET Area (sq ft) 0.00 L,2th (+t) <.03> ••(--- Velocity : 1.26 chat (c+s) <.006> Froude Number 1.57 fiin i nc3l s ri <.012> Critical Depth (ft) 0.04 5] ipe(decimal) = <.02> Normal Depth (ft) = 0.03 jameter (in) = <6> Hydraulic Radiu (+t) 0.02 j Depth to Centroid(ft)= 0.01 U lop Width (ft) 0.24 I Spec J. •f I C: Far C: rn . I I .. I . H I I H. I . II I I 77a'.9 I ' . MANNING'S EQUATION [J-nits (ft) FEET (ft) •::()5\ .schrge (c:fs) = Irin iri' s n ore(decini.l) = <.02:::. tiameter (in) <3:> I. i•. I I , 1.• I I . 1 I: I I, I Created Revised 1.5-Jan--91 13-Jar--91 ()3 20 Circularcross.-section Area (SCI {t) c:. 01 Velocity (Ft/s) 1.80 Froude Numbr = 1.70 Critical Depth (ft) - 0.07 Norma]. Depth (ft) = 0. o, Hydraulic Radius (ft) = 0.03 Depth to Centroid(ft) 0.02 Top Width (ft) 0. 3 Specific Force Created Revised 31-Jul-90 31-Jul-90 04:44 MANNING'S EQUATION Circular cross-section L its = FEET (ft) Area (sq ft) 0.01 IHt;h (ft) <.06> <•---- Velocity (ft/s) 2.01 icchar9e Ufa) <.03> Froude Number 1.78 n = <.012> Critical Depth (ft) 0.08 Si pe(decimal) = <.021: Normal Depth (ft) = 0.06 14meter (in) = <e:> 0.04 Hydraulic RadiLI (ft) I l:)ff.,F:)t;h to Cer:roi d (f I;) 0.02 Top Width (ft) 0.38 Specific Force 0.00 1 I I 1 I I I I H I IH iH MANNING'S EQUATION nits (ft) = FEET I~i 3th (it) = <.03> <---- scharge (cfs) = 1nn i rig ' s n = <.o12'> S :pe(deciml) <.2404> (in) (8> I. I. I I I. I I I I I CI'eat!?d 31-Jul-90 31--Jul--90 04:45 Circular cross-section Area (sq -ft) 0.01 Velocity (Ft/s) 4.69 FroLtde Number 5.56 Critical Depth (ft) 0.08 Normal Depth (ft) 0.03 Hydraulic Radius (f 0.02 Depth to Centroid(ft)= 0.01 Top Width (t) Spec if Ic Force 8OI'Fg5 Created Revi sed 31-Jul-90 31-Jul-90 09:07 Circular cross-section IL MANNING'S EQUATION lits (+t) = FEET th (Ft) = <.05> <--- D ischarge (cfs) = <.03> inning's n <.012> s:a pe(decimal) :.044> 1-a--mete-t- (in) <8> I 1 I I I I 1 I . I 1 . I I 1 Area (Sq ft) = 0.01 Velocity (ft/s) 2.60 Froude Number 2.51 Critical Depth kct = 0.08 Normal Depth (4) = 0.05 Hydraulic Radiu (ft)= 0.03 Depth to Centroid(ft)= 0.02 Top Width (-ft) = 0.35 Specific Force 0.00 8/O/9 I P-6 '1: Created Revised 26-Jul-90 26-Jul-90 03:35 I MANNING'S EQUATION " Circular cross-section InIts (it) FEET Area (sq it) 0.01 Fh (it) = / 05 --- Velocity (ft/s)3 3.11 Di :;charge (cfs) = C 04>. Froude Number = 2.90 rin i n.9 Is n (.012> Critical Depth (it) : 0.09 <.0577> Normal Depth (it) 0.05 11 ametei (in) = <8> Hydraulic Radius (ft) 0.03 I Depth to Centt oid(it) () U' Top Width (ft) 0.36 I- Specific Force XU () I I I I I I I I 1 a't a Created Revised 31-Ju1-90' 1-Jl(l-90 10:02 Circular cross-section Area (sq -ft) Velocity (ft/s) Froude Number = Critical Depth ft) Normal Depth (ft) Hydraulic Radiu (ft)= Depth to Centroid(ft)= Top Width (ft) Specific Force 0.02 2.80 -. 32 c'. lo 0.07 0.04 ().(-)3 4() l•) • 1)1) 1L MANNING'S EQUATION tits (ft) FEET th (ft) = <.07> <---- tlscharge(cis) = <.05> thning's n = <.012> 'S pe(decimal) = <.035> tameter (in) = I I I. I I .. I I I" I 1 'H MANNING'S EQUATION 1 Ut) FEET t h (ft) = C 02> ( Dflchr9e (cf) <.003> nn 1119' ra 11 ( . 01 2> pe(decimal) = <.1489> fflI?iE?I' ( in) <0> I I I I . I I I. I , F-3 I Created Revised 01-Aug-90 01-Aug-90 08:33 Circular cross-section Area (c1 F t) 0. oo Velocity (ft/'a) 2.30 Froiide Number 3.92 Critical Depth k•rt - Normal Depth (ft) 0.02 'IycJrat_i1 c: fl*tItu: (+;) Depth to Centroid(ft)= 0.01 ,h':' Whilli (II;) Ij'll Im 40 I Created Revised I o1-Au-90 01-Au.g--90 08:29 I MANNING'S EQUATION Cir-cular cross-section tifs (ft) FEET Area (sq t) C) 0 1 1 th (ft) = <.05> <--- Velocity (ft/s) 1.75 Dcharge (c+s) <.02> Froude Number 1.69 Inn i ng' s n = <.012:: Critical Depth (ft) 0.06 J-ameter pe(decimal) (.02> Normal Depth (ft) = 0.05 (in) = <8> Hydraulic Radius (ft) 0.03 I Depth to Centroid(ft)= 0.02 Top Width (ft) 0.35 I Specif ic Force 0.00 I. i I I I I I Created Revised 09--J.n-91 09-Jan--91 11:05 Circular cross-sect ion Cit'ea (Sd -it) o.oc:) Velocity (f/s) 4.97 Froude Number = (::,.i.I.;jt::1. l:)t:r:l;Ii (f;) 0.06 Normal Depth (it) 0. 02 Hydraulic Rd (•f t )= 0.02 r.)pt;h to (.E•?r)t;r'C)id(f1;) i(:)p Width (It) :::215 31Pc:: if it::: Force 0.0C.) I tiNNING' S EQUATION tirlits (ft) FEET j.pth (Ft) = .::.02: I isc:he (cfs) = <.02> inn i ng's n = <.010::- llope(decimal) = iiti' (in) I. I : 1 I I I I I I , 1 • MANNING'S EQUATION llits(ft) FEET t h (f t) Dicharge (cf) = <.02> n = <.012> S) pe(deci.mal) =<.03> la-meter (in) = <8> I I I 1 I I , I I I. I I I 1 F-u Created -Rev ised 01-Aug-90 01-AL19-90 08:37 Circular cross-section Area (sq ft) 0.01 Velocity (ft/s) 2.01 Fr'oude Number 2. 04 Critical Depth (ft) 0.06 Norma). Depth t) = 0. CO Hydraulic Radius (ft) 0.03 Depth to Ceritroid (ft ) 0.02 Top Width' (ft) 0.33 Specific Force 0.00 1 Created Revised (:)3-Aug--90 O3-Au--9O 11: 13 1- MANNING'S EQUATION Circular cross-section tits (ft) = FEET Area (sq f 0.02 Hth (-It) = <.07> <--- Velocity (ft/s) 3.16 ischarqe (cfs) = <.064> Froude Number = 2.51 lon i rig ' s n = <.012> Critical Depth (ft) o.11 S ipe(decimal) = <:.04> Normal Depth (ft) 0.07 1ametet- (in) = <8> 0.05 Hydraulic Radius (ft)= • Depth to Centroid(ft)= 0.03 Top Width (t) 0.41 I Specific Fotce fl Ut i I 1k I I - I I . 1' I ,- ery cr95 Created Rev i sed 1E-Jan-91 15--Jan-91 03: 21 Circular cross-section Area. (sq ft) Velocity ('ft/s) 2.26 1-rfl'!cie Number Critical I)eI::th ('ft) Normal Depth (+ U Hydraulic Radius (ft) 0.01 Depth to Cer,'id('ft), 0.01 Top Wicitli (1t) 0.24 if i c F'(n-ce IL.. WNNING'S EQUATION Units (+1;) = FEET jrth (+t) =•(.c2: ' i. scharge ( cfs) = • • n = (.012:::' 1 ice(decimal) = tiarnetet' (in) (8> I I I I I I I I I I I I I um MANNING'S EQUATION tl-l-iits (+1;) = FEET F3?pth (ft) sche.re (c + ) = . ooe> 1anni rig 's n lope (dcc i(Il.i imetet' (in) ft i I 1 I 1 I I I I . Crested Revised (:)9-Jar)-91 (:)9-J.n-91 1.1 :05 Circular cross-section Ar-ea (sc - ft) : (:1.00 Velocity (ft/s) 1.62 Froude Number = 2.09 Critical Depth: (ft) = 0.04 Normal Depth (ft) Hydraulic Radius (+t) (:1.02 Depth to Centt'oid(ft) = 0. C-) 1. Top Width (ft) (:1.27 Specific Force 0.00 I L MANNING'S EQUATION L its (ft) = FEET th (ft) . 11 > D14 -,charge (cfs) = <.077> = 8)pe(decim1) <.01> I-A-meter (in) <8> IT .1 i I I I I I I .,. I I I F-14 Created Rev istd 01-AU9-90 01-Aug--9(:) 00:55 Circular cross-section Area (sq {t) = 0.04 vet 1ocity (f1,): Froude Number = 1 .31 Critical Depth (ft) 0.13 Normal Depth (ft) 0.11 Hydraulic Radius (ft)- 0.07 Depth to Centroid (ft) 0.04 Top Width (ft) 0.49 Opec I •( Ic: FcJrc? 0.01. 9' o'ci i 1ANNING'S EQUATION LIts (-ft) = FEET 1)1 t- Ii (ft) -- Di -chr9 (cfs) = <.088> MI -In i rig 's n Sipe(decimal) <.0124> Dmetr (in) <8> I I I. I .1 I I . I, 1' I., 'I Created Revised 03-Aug-90 03-Au9-90 11:13 Clrcu1t' c'o-section Ar e (Sd { t) Veloc: i t (ft-Is) 2. 30 Froude Number = 1 .46 Ct'II.ic1 Depth (.f:t) Norm1 Depth (ft) 0.11 Hych-aulic Radjus (ft)- 0.f.)7 r)p1:1h to Cerlp'o1d(ft) It:I t'J1tIii (It;) r: . I f. I s r' .•.. f-/b I Created Revised' 31-Jul-90 1-Jul-90 (--)9.-40 I MANNING'S EQUATION Circular cross-section Lit ({t) me FEET Area (sq f t) f.). 19 Djth (ft) = <.31> <---- ' Velocity (ftfs) 2.69 Di -cht'ge (cf) <.5> Froude Number 099 MIning'S n <.012> Critical 'Depth (ft) 0.31 SJ pe(ciec.im.l) 'C.O05> Ncn'mi Depth (ft) 0.31 D meter (in) = <10>r Hydraulic rdius (ft) o.17 I Dcpth In Con t r nlcI(ft) u 7. Top Width (ft) 0.81 I Specific Force u ()7 I I I I I I I I I I I 930c95 I I. i:ts (ft) FEET If.:-, t I (ft) 1:3 (c:{) ,:......U:: l ¶Ic:ihrJc anning's n 012:::. I I SI S * IS I I p1.. 1 I I I.: I. t 1;eci 1:0v i I)ri.• i;i, 4 I, I ic::..' m I (.:I*(:)Ilfl!l.....Il!(::; J :,ii Area (5c ft) 0. CO. Velocity (ft/s) F::, c:)LIc:I- t'ILnt' Critic1 Depth (.ft) 0.20 I\I:'tII l)r';Ii (1 t) (:).. J. I. 1.4ythu11.c Rdit:s (.It): 0.07 f)t1'I;h I:i t::rfl Top Width (+t) Specific5 Force 8fOF9 N1(NNIN(3'S EQUATION Inits (H) FEET isch at- 9P (c -Fs) :J 1:> Ii nfl irig " n = . o 2 i r c (dc:im..i1. ) .•:. 101.:::. Ii.?(flF?t.?F' (in) I, I I. I p I. H CF'etcd Revised 16-Jn-91 16--Jan--91 09: 19 C ir'cul r cr- ,s--sec•t ion At-, ea (sci f t V?1ocf L:y Frot.ide Number Ct'itic1 Depth (ft) Nr.:,t'n.1 flc:pIh (fl) Hydr u ii c Racl i us ( ft P'th to Crnt;roi ci (ff Top Width (ft) C) . 1 1. 9 /. / 4• 0.46 ()_ •2o 0. 12 0. 013 0.80 0. ::1 * .,., --- .* I . - T r * J j . I r / . / 1. LATERALS AND MAINS SHALL RE . ______________________ / I SPrrIrAT IONS S AS SPEC H o AIR TESTED AFTER I ONSTRUIT ION C?uTrc/e _01 f le -# I .. V__, vw_1w I rmo) v ii, v = - cua 2. ALL MAINS Hfl[ [• .CONST RUCT ED _)EPTlI TO I _* . 4i! . - . r I - - i THE lOP 0! PHF IN PRIVATE iTPEETS MAXIMUM DEPTH :1 ~ 11 . I . I 0 C p 9, .. I0 THE TOP Of:` PIPE, Ut! -1 IERII >1 kA I BY 'THE EHG)I1`%IET-l`RItlG) IllSpEcil- IN 11~ / RKWAY / / Al 3 ~ _f .1 — P U D 5 G IN ACURDANCE HAVE A MiNirdCRIJSFIED ROCK B[DDIC 5p4//j FR EROS/ON ONTROL j471/EN PKWV QR4PE EXcEEtS 77 7g,AJ / \\ iIIF CURB AN!) AI I RE CLEARLY Y MARRED WITH AN S ON \ / .< .. ., / . - [. LUI ON IlIL "ASFiU![ T" DRAWINGS. 1. L~` Wl / ( A \ I 1 \N IT UTEA EC CLL BE '1 1 C'V, / (P (AiHAt ii Al IlLIEOIS SHALL v[D B A FOUR I W O PERCENT 1. --INCH INCH U ) ADAPD 'r '/7V , J—L,I -i ~ \ ... ,A\ - i ,~~ t9 - - \ i I e, h . w, . .) . I .. - , k 4 0 s _ _ .. .., iI / . LJr r EMiT SHL B ON fl TE C M W fl i fl ML \ .-.-) R0V Y LILR tND u u fl.\ \ I \ r, __ ,_ I - 1I 5 ~ 40 . / 1O.RIOR TO AC[ F1 IANLL 1)! ANY SWLR 1 ItIF BY THE rn' ALL MAINS r10\ CGNEPrNr rn lHL E L t / T FS TH Ft !J}lL U H F N UING ill! WAtu Bt'L I IlEiHOD Atli) — kt CO SO N CIN \\ 'I / I II. LIP TO 15" PVC PIRE MAY M7 I ' 0 S - ___.... I ." A I ,~,v I , . 1 ., I I , _:1__11_ I.—, .... - 114 . % ~ / ASTM STD. 3034 FGIR SDR-35 OINAw rilS WORR J1H DISRIC ERtSENA V..S L SHEET MO. _OR © Lica] \\ / 677 AelorA. (I I QThIiQT ... ... v NO TREES OR STRUCTURES 5HALL BE ALLDVIED IN THE NATER LINE EASEME FIRE p" ~ I . .k- , - , '. .,// - 1:,'! ,; ~ ~ S ~,? I )( 1-1- § r 4' 1: t' ' - - , NDICATING ALL STREET LIGHT CONDUIT RUNS, AC I ~ TREES AND 5TR01'*TURE5 SHALL 5~_ REMOVED PRIOR TD CDMMGNCEMEN7 OF V101Z K ~- ANY j i \ , I 7 1 : --*, . -_ 4 . " 11 , -, ' N j --', HAnD HOLES AND SERVICE POINTS SHALT, BE SUBMITTED PRIOR TO EMERCIZING THE . 6TREET L16HT ):x -~Io 7_1 - I" ~4 .. \ - N _'.> -, , \4 1 1 1 ~q i .,~". 4 ; -_ - I . H UC RIGHT-OF-WAY SHALL 140T BE ISSUED UNTIL A I ie I i , , X . 13, " o 41.1 FIRE LINF_ LOCATED BETWEEN THE [?E-1-'ECTDR CHECK VALVE AND BUILDIN 0 3E DETERMftIED Y TI4E CITY OF CARLSSAD FIRE MARSHALL SJ4ER MAIJ .-- i ... -. __, . .....---Ifi - 6# A- - /'*25h " '- I / - CERTIFCATE or IUSJRAIICE IS FILED TI"AT NAMES THE CITY OF CARLSB7'D AS WATER MA/N D - n55 JDDITIOt1M,. INSURLD ON THE PERHITTEE 'S POLICY IN N AMOUNT OF AT LEAST 1; I I " .f / '\ 11 ;2?~' \ i EES THAT HE SHALL ASSUME SOLE AND COMPtETE RESPONSIBILITY 1RADING NO1ES GAlVANIZED GATE VALVE 1. \\ \ / , /0 W) 2~ ' '$ / ,'; i 1- ' FOR JOBSIT CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TillS PROJECT SIJBD/ V/S/ON BOU/O8Y , @\ \ " Oo) i A-/I IN / 9/c- - ---.-. SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, 1. A PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE CITY r,ic ir ciAi 1' I - - / Al2 / ' 13 ' / AND THAT THE CONTRACTOR SHALL DEFEND, INDFMNTFy AND HOLD THE OWNER ANt) RIGHT-OF--WAY 'U % / / & ENGINEER HARMLESS FROti ANY AND ALL LIABILI2Y, REAL OR ALLEGED, IN STREET iVA ME ±LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. II A /4 - / 6 CONNFCTIOU WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING 1- _511 OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN 2. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES t R K RECUIRED UVATER LINE — —ovL— I ii - - '62\I I 1 r- — -.11 4. ThE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREET, OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. — 'j / -j UTILIULS AND STORM DRAINS AE BUILT IN ACCORDANCE WITH THESE PLANS. , - -,- - — -.'- — — u r IE THERE ARE ANY QUESTIONS REGAR[)ING THESE PLANS OR FIELD STAKES, TIlE ALL OPERAT IONS CONDUCTED ON THE SITE OR ADJACENT THERETO. I NCL!UD INC THE •/ / . 3&2 , / --- / CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY WARMING UP. REPAIR. ARRIVAL. DEPARTURE OR RUNNING OF TRUCKS, EARTHMOVING I, (o 4c . / I CALLING THE ENGINEER OF WORK AT (619) 535-2150. tilE CONTRACTOR S ~ RUCTION EQUIPMENT ANO 01Y OTHER ASSOCIATED GRAIDING I I . v ~ ~. (C J9 it STEPS TO PROTECT THE PROJECT AND HALL EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET ENT / 1 I ALSO TAKE THE NECESSARY d / /\/ I \ .\ / / r w PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS SIRLL BE CONDUCTED ON THE PREMISES ON WEEKENDS OR HOLIDAYS (tOBTAIN A ~~' H THROUGH FRIDAY, AND NO EARTHMOVING OR GRADING OPERATIONS ~ ,,~.,- i T4 ~_:_ t? RA C F_ 'zDL CE7 i < / ,'i -,--' / I t . / Dfl(ES, SHORING, ETC . ) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED LIST OF CITY HOLIDAYS FROM THE ENGINEERING DEPARTMENT COUNTER ) U I / ''- ,- ,',n-. I AND ACCEPTED FOR MAINTENANCE BY WHATEVER Owner, AGENCY OR ASSOCIATION IS a i // ..j/11 I \ iO TO BE ULTIMATELY RESPONSIBLE. - - ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ; I " . . ' - ENGINEER FOR APROVAL 4OIIOURS PRIOR TO BEGINNING OF WORK. /'-'.. ' 'If~e 'Zi/ ~_ , I __ ~_ - - I N I E FOUND, UNDERCUT THREE FEET BELOW , . 11 ' / I PROPOSER GRADES AND BACKFILL WITH SUITABLE MATERIALS UNIFORMLY COMPACTED M M H BE OBTAINED FROM. AND WASTE MATERIAL SHALL BE i ~) _- & I 'zi;~~I,, A-11t , o "' _ <15-- ~ I i-`! - I I , 6. STREET LIGHTS THAT ARE BROKEN OR SUBSTANDARD ARE TO BE REPAIRED OR I I -Y ENGINEER. liff CONTRAC10p, St iALL I I , -4. 1 ~ I- I L, , 1%1' v / z I I , ,,~;;^',, I . REPLACED. . BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING AlONG THE HAUL ROUTES ; T/ I :f 0-9 t- / T I, / 20 WIDE SEWER E5EA 11 ENT 7, STCRM DRAIN PIPE DESIGNATED AS HAVING "WATER TIGHT JOINTS" O WIT!! THE 11 I 1/' \ ' . .. 0 I ~* I 02 I ~ H. G. 1.4. AT OR ABOVE THE PIPL SOFFIT STIALL BE BELL & GROVE SPa.Z-,OT JOI14T I - . / 0-15 ..r .. ._ WITH "0" RINGS, CONFORMING TO ASTM 443, FOR THE ENTIRE REACH N CONFEREtICE SHALL BE HELD AT 1HE SITE PRIOR TO BEGINNING , / , OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR -,i I .-,r- -_ :_ ~' I . ' 1, p , CONSISTI14G OF 111 X 411 REDWOOD HEADER BOARDS PLACED ONT A 45' ANGLE AT ! / --~-. 111,1. V/ o -4 -i a,4 1 ~ i NG I THE WORK. - . - 7 / F I i. i I/i f?\S/I t 1 ffi--- '1 (i/I 1!__/ /rJv.:L1 / I 7 BRUSH SHALL BE REMOVED ONLY WITHIN ThE AREA 10 BE ORADED NO TREES ARE rAom vit - ,. ii / 1 !J i I ,YVN / /1 1 % TX1LLFQf1Q CONTROL NOTES TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE pt. ,~~ 4 ,I I I D. f 4-1 I t r7~ \ - 'I R T ALL ~ 8. ALL AREAS SHALL BE GRADED TO DRAIN. IMPROPER GRADING RESULTIN:G IN THE PONDING OF WATER IS NOT PERMITTED. \\/ / /,/j/i-11'.. - —-4i=./"--it-- , // 1 'i / 0/ \STOCKPILED ON SITE AT "I'll \ TIMES DURING THE RAINY SEASON. 11 0 -15' 1 k 1 \j . . uj - _1 I J y I / ~1 I 0 / 1-11, 1~ ALL NECESSARY MATERIALS SHALL BE C014STRUCTION OF TEMPORARY ': ! GRADING OPERATION. IT SHALL BE REMOVED WITHIN TWENTY FEET (20' ) or L 'I I ~ g. WHERE AN EXISTING PIPE LINE IS TO B S THE RESUI. I I - -_ .::.1 0 , -4 / ' / 3 DEVICES SHOWN Oil PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE EET AREAS AND REPLACED WITH PRUrEPLY COMPACTED SOILS. \ " , OTHER AREAS THE PIPE SHOULD BE COMPLETELY Pt UGSFI) WI TH 1 ONCRET E OR \ "' 1/' "S' — I ' L1 07 ç' ' %I 'I s'/ 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 'TO WOPKING ORDER PEMOVED /// , 1 N ' / LI' i4 2 A 1-' / I \7 o: ... , -- P , I/ \ \\ TO TI!? SATISFACTION OF THE CITY ENGINEER AFTER EACr RUN-or? PRODUCING // _. - ,,~, )!,,; IV" -, , 11 --i fr _~~ ... - I & I 10. F DHERE110E ,,, ,.," / . - 1. - , .! " "I 1 - ~o t , & " : \ ONS OUTLINE) IN IHE SOILS REPORT 15 REQUIRED PMIOR TO THE , __Ir 11' , - . , , , _ __ \ _' I - I I 1 BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADI tl: I ,-N t . 1; _ _-L.". r 1~ ~ I >-b.,-,,_ _j -_ , , I /1-11 - . 51. -i I I I : 3HALL BE DONE UNMER THE ,11/11 / jrl-4~ / - k 6~3T ~ OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DIRECT ION OF A QUALIFIED SOILS ENGINEER ALL FILL OR FUTURE FILL AREAS / \ ZiiIt , p 9 '- /7 N I \ \ 6 TH OO kCTOR SHALL RFSPONSIBLE AND SHALL TAKE NECESSIY PRECAUTIONS SPECIFICATIONS AND THE I 3L 'EARTHWOPK SPECIFICAT IONS" ATTACHE T CE WITH THE CITY OF CARL .D TO THE // 1/( 1, pr \13': \ !/Th f - ' / \\ \ : ,,J / / '3 ' \ / 'VaT61 5&1AJ7 ) DOU3 CONDITION. ~ .1 I - I 11 1) 'i(A11/11,:)E SE(416R - \ ENT .?UBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED ..' CREATE A / I Co 11, 164 I.... / . _j EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GPADING PLAN SHALL ' ' . -/I , I/ , \ :Z~ ) __ I 11, / ". \ "I -k /IA . ' ..1-1_ . . . .. . BE INCORPORATED HEREON 1-11 I 11. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES 'TO CONTROL S301L , " "I '_ i._. -7-,-_-v, I "~, ~ I Z%, I y R 11 I'll i TO 1H,F CITY ENGINEER. IN Ilff- EVENT THE SITE IS , \ ;~. " X.1-1 , .~ I FROr : I , 9 0->_ I I , r- 7 % -, - " 11 ~ / ~2~,,/ \ \ 1-1 1 9. ALL REMOVABLE P ,',, i SHALL INCLUDE. BUT ARE NO' LIMITED TO. SLOPE PROTECT ION. STILLING BASINS. . \ . . . 14/j -\ \ •.i I 0 -' \__- I FORTY PERCENT THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS GRAVEL BS5 AND STORM DRAINS \\L /, ¼s I ?' / / - RAINFALL ( 0 ) SILT AND OTHER DEBRIS SHALL BE RENOVED AETER EACH I? ALL EARTHEN SWALES AND DITCHES SHALL HAVE MINIMUM ON PERCENT CIfl SLOPEk" - - I 45 \ , / I I O ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4" MINIMUM AGGREGATE LL BE STABILIZED BY PUNCHED STRAW INSTALLED IN ACCORDANTCE WITH SECTION f I SMOOTH AND UNIFORM SURFACE OR CROSS SECTION THE SITE SHALL BE LEFT IN A I pr-- i I - / `1111 " 3 - SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE : ! . OPES SHALL BE TRIMMED TO A FINISH GRADE TO WRODUCE A 1, \, ~ ' I / 1 / ________________________________________ COVERAGE OF GRADED SLOPES (90% COVFRAGE PRIOR TO NOVFMBE 15, THE SLOPES REMOVED AND DISPOSED OF AT A SITE APPROVED BY THE CITY ENGINEEFR SUBD/W5ION . SHOWN SHALL BE ESTABLIISHED BY j ~ (3 f3 -'I /1 ENGINEER OF WORM EYP 3-3I-2 EROSION AND SEDIMENT CONTROL HANDBOOK OF T1'IIE DEPARTMENT OF ,N\ / "A HYDROSEEDING M z 4141_~ - ULCHING AND EERTILI7ATION THE SEED MIX SHALL IBE DESIGNED I I4 (.L ' 1 1,11 I 11~'I - I .!, BOUNDA RY i I "A- 1, I 136) ,~ .' j o, uc~ "/ /_ - .3, [6i JL/ IN THE FIELD AND SHALL BE APPROVED BY T1 , 1!~,L i- 'r , t ( ACRE UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE CITY ENGINIEER i139RE AND THE FERTILIZER AT NOT LESS THAN I ,000 POUNIDS PER \ \ /C /* liE -- ______ -- cTvoFcApL1 1D1F . \ , ""~\ L~ I ~. I I ~4& /' "I -1 - _,, , ! ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN AN AMOUNT OF AT LEAST ,.,. \ \ I ' '.'- '.1. / ' , /1191 ,*//. T H NAMES THE CITY OF CARLS'@AD AS \ I , ~ I . I 'tQ . ." ."-.. -- -,"---- 5EVE/OEX 4P FOR: j . $1,000,000 00 FOR EACH OCCURRENCE or LIABILITY Igo ,___ jnsakef -61 -- ____ ___ CARLSBAD TRAC1 NO P3-19 Lu 16 ALL RE It 10 TAINING WtLS TO BE CONSTRUCTED UNDER SEPARATE PERMIT WHUCH MUST ' k '/ '' .' , Av 11 '. . ---.-.--.-.-- I I ('At .I C BE OBTAINED FROM THE BUILDING DEPARTMENT MU5T I5S(iE' A UILDII1 PERT \ / PIOR TO A G KA v/Ne pEgMIr4 \-it. ALL SLOPES ill 17 FOLLOWING ROUGH GRADE CERTIFICATION TO COMPLETE ssociatc \Q OPERATION WITHIN THIRTY (30) DAYS SHALL BE REASOt FOR THE CITY( OF SanDiego, Inc. , , -- CARLSBAD TO STOP ALL CONSTRUCTION ACTIVITY ON THE PROJECT. IN 18 FINISH GRADING AND' PLANTING SHALL BE ACCOMPLISHES ON ALL SLOPES PRIOR TO lf'.'/.''' \li [11: r -H -' OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN ;I2l 'iI)5/ :I -.-- - .........- OCTOBER 1 AND APRIL 1. PADS OR OTHER RELATIVELY LEVEL AREAS SHALL BE h'::'e • ia:.s _---. .--- ......... * ____ ___ ___ _________ __________ rr\,A r &' _____ __________ --4--__L_____.___ ' c,, ' ,. — "Lt.VLFF' FULL V L'-.'cL ___ lull _'Pro =__=;==_I .1 ___________ 1 f __ - * __________1___1d I _ ____ _ * N/C \#' -- ___ ____ _____ [ ' — '-* -----'-*--*'-'. ---..-- --. -- ------ [1 Dwp Y,__..,I[IoJEcT NO. lr I 0 . -- ------*-. — ------ -. -- --- - . ---- - -' --- 'T ' ':--'-- .................................................