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1992-3190 G/I
_?!é2£- -- Category f 3/C)() 9 Name _~____n__------------ ------------ Street Address / 3596-2 Serial # Description ------'---,. Plan ck. # Year ---,---'--'-- ----------'-- - ----,--- ¡ ( .t .: , '.ú -. ,~,:' , , ¡) ~ /C¡Ó GILBERT EN'GINEERING ..- /"-/ f i I. CIVIL ENGINEERS 4552 Lincoln Ave. Suite 206 Cypress, Ca. 90630 (714) 995-7144 (213) 402-0196 FAX (714) 995-7289 ' HYDROLOGY I !AGENCY: I I San Diego County Engineering Department : PROJECT: YMCA L ~:2-Z30 Saxony Road ~ C G 306:2./, Encinitas, Ca. !CLlENT: Heimberger-Hirsch I 515 W. Commonwealth! Suite 205 I I Fullerton, Ca. 92632 J ¡SUBMITTAL DATES: \ 1 st. ~W 10/10/1'1-- I I I í 2 nd. i 3 rd. ! I CALCULATED AND SUBMITTED BY: A)1JLa- R. C. Gilbert ACE 16104 (Expires 6/30/93) Project No. 90-03 Sheet 1 of 20 " ~ -- , " , - -- (' ~ Gilbert Engineering 4552 Lincoln Avenué Suite 206 CYPRESS, CALIFORNIA 90630 (714) -995-7144 (213) 402-0196 , FAX (714) 995-7289 JOB q() - O~ SHEET NO,' "Z... . 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( 2'1 CJ,f 1 \' '!> ( 0 .t) 2J z. : ILl.D~ Lo .t)loG.'\ OCi. \.4..,6'1' > 4,~ ~, ~~---" ;;/N¿£ 0 Tð C-H/lA//!/~ â /.I1ITO r../-//JA/ 'v ¿:L ~' 4' v'\-::oc_:w\ ~ ./ ~ ~ '/::l4)lI )= '2.. Çt. ì.. ~ i2.. -::. ~ - '2.. .. ð. 4.l Çj'p - ¿L 4-7 ' .o;'O.()L2. ("""""'--"\ A" 1:5 .<./lZ¿;" ¿/z- rll¡;;>'J ' /5 ~ '\ '--------' "¿': J "¿" C)-lA/V NéL {7h<:lr//7t?/ "5" 5/2///7 (¡) :a :: .' 4'1 /J ..2-~/3 5 I IZ ,., /"I f.¥f '-Yð" t:',~/~ l I" J 3 /~ O,.4'~ ~ 1 .~ I; (1'-$) (64V{6-on)Ü ~ //.4'1 ¿'¡~. ~-- /114'1 > /. 11_-G , /I = 1/2 (3) Lll :: I,S À 1Z:- ",",'j::>, I,S 3.t:.o -::041 - '. " - . : .- , . -.." -" "" ,". "', , . ." ..-' '--'" 5.,; 0.0/7 C-,n ,,::.:-::-, '-£05 'J :'.';' . .,~ ' " . JOB '\0-03 Gilbert : Engineeril1g 4552 Lincoln Avenue Suite 206 CYPRESS. CALIFORNIA '90630 (714) 995-7144. (213) 402-0196 FAX (714) 995-7289 SHEET NO. \ '. II OF CAlCULATED-8Y A"~,a-'-. 6-. DATE 11-0-4--9.1 CHECKED BY DATE SCALE , , : , . ; ; , ; , ] , , , ' ; , , ' ' . ) : , , ¡ . ; , , , . . . i 6 ' ; J::)2. ",1 NA6> G INTO 42':-4. #.D '/ ~C> " Q t-<> =- 10 ',Ø""" '2> '2.,5 Z. -t 0 . -+C{ = 3, 0 l c..,+.s c.. )z Q 1-1;>/ "= / "D" -5/Z //\.L' 6, Q~-:.. 149 2,;<'/> :s'h. /4" '. Y\ l 4-9 U-) ( O. 47]"'/./- ('-',320=-)'/2. Q" ~ l Z. , S4- D.~ 0'0 (.4.- } J ~1 4-' , Q¡"., .> qc ŒV T"\ ~ o.c 14- A-:. '/'2....(,4-)(1) ,- z. Fï'" 6.. £.- ~= ~p - 4...\- '-', 4-1 .b = t7.3Z'O.5 .. ~T=-'A'- - ~ qA'¡- q <:. -f- Go r QS 1,0 8 +, /1/'1 f ~I 0/ r /??:?,,4 "= ¡4¿;. &g (2 -T1 .s , . , .. -- - .\ò;s ...' ,,' .,-'..,-;c."" . . . - . - .': ':~ . - . ; : " '." " - Average Values'ôf Roughnèss Coeffici~i '(Manning's n) '. - i.,. Typé of Waterway ; : . . 1. Closed ~onduits (1) Steel (not lined) Cast Iron Aluminum Corrugated Metal Corrugated Metal Corrugated Metal Corrugated Metal Concrete RCP Clay (sewer) Asbestos Cement Drain Tile (terra cotta) Cast-in-place Pipe Reinforced Concrete Box - (not lined) (2) . (smooth asphalt quarterlining) (2) (smooth asphalt half lining) (smooth asphalt full lining) 2. Open Channels (1) a. Unlined Clay Lòam Sand { b. Revetted . Gravel Rock Pipe and Wire Sacked Concrete c. Lined Concrete (poured) . Air Blown Mortar (3) Asphaltic Concrete or Bituminous Plant Mix d. Vegetated (5) Grass lined, maintained Grass and Weeds Grass lined with concrete low flow channel 3. Pavement and Gutters (1) Concrete Bituminous (plant-mixed) I' I . , . . - ~ - - Roughness Coefficient (n) .'-- '0.015 0.015. .021 0.024 0.021 0.018 0.012 0.012 0.013 0.011 V.OIS 0.015 0.014 0.023 , 0.020 0.030 , 0.040 0.025 0.025 0:014 0.016 0.018 .035 .045 .032 0.015 0.016 "ÀPPE~DIX XVI A. . " ; '2. COUNTY OF SAN DIEGO DEPARTMENT OF SANITATION & FlOOt> CONTROL. .. I prcra¡,..t br U.S. DEPARTMEN r Of' COMMERCE NATIONAL OC"A:\IC MID A' ': OSI'IIENIC AO~IIt\I:;TIIATION , . I 5PECIAL,.STUDIES \j1~"';' CII. OfFICI:: 01' 11' OIWLOQV, N^TION/\L. IVI::^TlIER SErtVlCE . 301. - I-' '. . H ..... I }:,. ()j . '15 I 301, 151 ,330 - " --- '15 . w 4,4 1111" I. ~ I II ~i I l!i I , '168 ViI )0' ]01 .l. o.¿ H H I J'" , '-I ,~ 30'i I 0 I 118' 1¡5' 30' '15' . DEPARTHENT OF SANITATION & FLOOD CONTROL . , '- l-t- , , . . I 15' ~ I . - - ".,- -' . . 0' 330 45' --'.-_'.'__0 ""_.0_- - Prrp"f-,db" u.s. DEPARTMEN~r OF COMMERCE . "^Tlö~^L'ôét::M~iC^¡'¡DAT, 'ÖSl'lIEUrC ^D~: ~ISTR^TIOtf IIPECIAL STUDIES DRANCII. OFFICE Of II UROLOGY. NATIONAL \\'EATIIER SERVICE 117° 30' 151 . 1160 , - (, ..,J - . 180 '10,000 168 8,000' E,XAMPL~ , " 156 6,000 ' 00'42 inch.. i3,5 fMI) 0-120 eh, 144 5,000 4,000 2- HW 132 0 f..1 3,000 - (I) 2.5 8.8 120 (2) 2,1 7,4 2,000 (3) 2.2' 7.7 108 '0 in hll 96 .1,000 800 84 600 500 72 400 300 f/) LLI :J: U Z Z 60 ê 54 .... a: LLI > ..J :J U u. 0 a: LLI .... LLI ~ ~ Q 48 ~LLI', 100 ~ ~ 80 ~ r-' 60 u f/) 50 Q 40 36 30 33 20 30 . 27 10, 8 6 5- 4 24 21 :5 18 2 15 \.0 12 ,~ I " -' i, - " ", " " ,. ':: ' ----,:,. ' , ',--.. ---- (t) '..' (2) .' (3) '6" ' ' 6, 5. 6, 5. 5, 4, 4, 4. 3, 3, '3, :z. . f.o -- - '--- 2, 2:- 2. 1.5 1.5 ~ SCALE D f/) a: LLI 1.5 .... LLI ~ ~ 0 Z :J: .... 0.. 1.0 1.0 LLI ENTRANCE 0 TYPE a: 1,0 LLI ,9 .... ,9 So.are Id,1 wilh c( headwall 3 ,9, 0 Graa.. end w,lh ~ LLI headwall :J: ,8 ,8 Graa.. Ind .8 prajlctin, (I) (2) , (3) ,7 ,( .7 To .11 leall (2) or (3) prajlcl harizonlally 10 Icall (1),IIIln .11 Ilral,III inclined lint IIIrau," : 0 and Q leal I", or "..ra. GI . illullrGlld, .6 .6 .6 .5 .5 HEADWATER DEPTH FOR , ' CONCRETE PIPE CULVERTS !' WITH INLET' CONTROL ¡ : : .,. ~ ' ,5 , , , , .. ,:\,' 0' , , ' - - ' ,. }I Fe:-e:r S'OOtJ 4tfJ¡JtJ :JiJOO 2t7tJtJ , , EGL/ßT/ON ' (//..!1L or) ..3qs 7(:- H 7ë = llme: ,of' t:once:nr/"'aJ/cn L. Le:/79111 of' wartf'rsntf'á ' . It'.' /)1(I'e:rtf'nce in e:/e:va.åcn a./cn9 ûf1¿'criY4 S/O/:J4 /1/14 (.S't:4 Ilppt:/1dä X-B) T,. L . C , MI/e:,s F"e:e:r H~.....s Mlnu}t!:.s 4 21/0 .3 H ~ IdtJtJ ,900 BtJtJ 700 GtJO "- "- S/Jd "- ;fat) ~ ,,~ ~~ '\. "- "- "- "- "- "- I 3tJO 2t7() z" NOTE fõRÑÄTûRA~.L WÄTERSHÊ>Sj H ADD TEN MINUTES TO P l:~~~T~gN~IME OF coj I" 5 SAN 01 EGO COUNTY' . DEPARTMENT OF SPECIAL DISTRICT SERVICES .; DES I GN M,ANUAL APPROVED. ,3. /1'. ,~~ ~ ./ " .5"t)tJtJ " 4~tJ "- 3tJtltJ "- "- "- "- " 18/J0 16tJo /<ftJtJ /2tJtJ 1000 900 800 7dt) Þa/J 50() 300 2t)d L 2 /ßt) /21) /IJO ga BI) 7" £() 5tfJ ~() 30 20 18 /G # /2 /t) ¿t::. -. 1.0 -IN. 9' "- 8 7 ¡; 5 4- .:! DR t:¡INA 6t ð ¡NT ZJ : Ä i:2.êÀ. ~ E: ., 7é . NOMOGRAPH FOR DETERM I NATION OF TIME OF CONCENTRATION (Tc) FCR NATURAL WATERSHEpS DATE /2./1/69 ' : APPENDIX X":f-,.. 16 ." '" -: ") ?~". ~ . , , . , ¿¿RBA'# A'REA'S tJJ/ERL/1IVLJ TIME Cr- FL-tJW CURVES , ;. . .5LJO ~ð ~ ~ ~ J'LJð ~ 2.2> 2 ~ ~ ~ 2,ao ~ ~ ~' ~. -- , I '","o'fél~f:' :" : ,,-----¡:'-~"1 'I [~, ~:t{'I¡;: ' ~.,L.-.¡..--,.::, ::[~, =-~-~ i i; I ~O h - I ~L:t:::. 0 ' :;y=:=;.z::::, ~~?t1/~~Ë\~~~~? , " " -~ 1--r-': ,~ :, OL .~4 II C' , ~ , ~ t7L-- ~ JC. . -~ =--.j '~R~'r "'-~ ,---;~ . ' '- - ~ +----'C' ,jßL ~;;z:,<' .- .~ II :. '~' ,'--,,/" ; ./ L ~-~J:'~ ! ~ -, ,. ' , " 1"~' I ¡,', 5~-' ,~~ './ , ;'0 ":f~-:'r '~ 7ð ~_:. ..:.;.: ~ t-j't-:-r-~ r~: :.:!:::"' ,:,',--- -L,;:' ~- -.- I - :~~* ; I -~ : . :::::::E " I I /ðð ", - be? ~ ;§ ~ 5'tJ ~, ~ ~ ~ ;--.. 4ð ........ ~ ~ ~ 3'tJ ~ ~ " ~ ,"'" 2/J .~ ~¿S - , , : , ...,-+.... ~ --:-- -i--- ~E.rO'mp/~ ¡ ~. ~,' r-- . ~ , . i '..:.:-+--"" ~ I '/' ,/' I ,~-+- '" 1 I -~ i I .¡. , - '" ./ -r--- ' . -.. - , I I '/1 1 I -,~ -- ; CA-'~,: :;",: ---:ì , " '-H ~ 'T- -.. . ,I/J -- . : ,I ' , 00, --'-+---- ï' - , Ii LJ :'~ I , I , .I' I ¡ :/' - , , , , þ:þ-~ - , , i, " , ._~ , I I , I - '- - 'J'" ..... " I .. .. - - . ,gð -- ~, IC : ,;15' I " - ~- y ,..r = It) g- 'I , iI, -, ,- I ~;, ' , , ------.---¡ I I . I ',', , i Ii' -, /J ,-- I ¡ Exomp/ß'- Civ~17 : L ~/?9I"h 01' Flow. 3aa /7. Slopß " /. tJ % Coel'hé/(~/l¡i 0/ RL/no1'1'. C,, 50 Read: tJy~/,,/q/1d /7owli'71~ :/,7 Å///7ure.s :: ;;..// ',," /.. - , ;' --: ' ,::2' " ;; , / - 1:::- SAN D! EGO COUNTY ::::::::NT ~; ;~ ;~,A~ ~ ~T~~; r:: ICE S I URBAN AREAS OVERLAND TIME OF FLOW CURV:::S DATE 11../11~1 I .! APPEND~X X-C /7 -h -0-.'-+-"""""0-0-+-0, - '---<-0-<-0--<-'--'-0..- H.' < I-I-+-O"-I-"""-.-'-'~, ~.1 ~ 10 15 20 ~, Minutes ""O-""""O-H 1,1, 40 50 1 30 '" I , 2 Hall rs 3 4 5 6 . . , 3) t = \ C\ c 4) 1= 2.1'2::> min. i n/ hr. " *Not Applicable to Desert Region, Ç:,-/l.i,- -'fl-'.> /./1./ !« c.41Z// g /I :;;fi.!.<j; J. ,n /:5 APPENDIX ,XI, :.' . IV-A'-14,' '. .\' Revised 1/85 . , -,-, ... -._-._,'~ "". H. <: ~.I :""10.... ~ -..J:> 40 50 1 15 20 2 5 6 3 4 30 M1rlllfol' Un"...." , 3) t = c 4) I = /0 inin. 4-,? I i n/ hr. .. *Not Applicable to Desert Region. ¿.J,e/I., C';'¿I(::::,~:; /A/TO A ß ~ '>(" tel"i:::- ~ . ./~ APPENDIX XI IV-A-14 I)~.,~ ~~.1 1 lor-.. .,~,-,~~, -1_-'-0-'-'-'--"" .'.~,. -""-'-~'-I- H. < 1-1-"'-'-'-"""""""-"" ~.¡.+ I ~ 1 0 N '15' 20 /"I M~..."+",, '30' 40 50 1 2 5 6 . ,3 4 II"".... *Not Applicable to Desert Region /j,::::'////!/I.'~,ò' /A/I <:J A/21-'- -'\ ,. 13 7,'1 'e.' . .,- APPENDIX XI - 'IV-A-14 n" .. : 1 1 lor DATE: 1 1.7.11992 TIn: : is '. , PO515P VATER SUmCE p&OmJ - cwm OmmIOR LISTIRa mE cm ECT CKH 80 OP AVE PIER KEiGKT 1 BASE lL. ~& IRV W! Y(2 Y(3) W! Y(S! Y(S) Y(7J I(S) Y(9 Y(IO) CODE 80 rm PIERS VIDrr DIAX&TKR iIDra DROP CD CD 1 2 ( ( 3.00 3.50 . , , ; HEADIHG LIHE lOllS - HEADIHG LIRE YO 2 IS - HEADIHG LINE NO 3 IS - F 0 5 -1 5 P ;. PAGE 90 3 . , UTE& SURFACE PROFILE - TIm CARD LISTIIG PROJ 90 90-03-0~ STA 1 tOO TO 1t33 . STORK DRAIN FOR YXCA ECKE SPORTS PARK - FOS15P PAGE NO % . . . WATER SURFACE PROFILE - mXERT CARD LISTIlG ELEm 90 1 I S A SYSTEX OUTLET *. * * UIS DATA STUIOY mERt SECT \I S mv 100.00 W.OO l' 146.71 mm NO 2 IS A &EACH * * * UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT mK 106.00 HU5 1 0.013 0.00 0.00 0.00 0 ELîm NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE AÐGn RANK 372.00 155.37 1 0.013 0.00 0.00 0.00 0 mm NO (IS A &EACH * . * * GIS DATA STATION I RVERT SECT N RADIuS ANGLE ANG PT KANH 376.00 155.70 1 0.013 0.00 O. 00 o. 00 a KUKER NO 5 IS A REACH * * * U!S DATA STmON INVERT SECT N m¡US ANGLE ANG PT KANa W.50 157.33 1 O. a 13 0.00 o. 00 O. 00 1 ELEKEN NO 6 IS A TRANSITION GIS DATA STATION ¡HVERT SZCT 550.50 16U3 O. Q 12 mm NO ? I S A mca UIS DATA STATION INVERT ~Mm N RADIOS ANGLE ANG PT ma u~L l 5B8.S0 167. 9B Q. Q 13 0.00 0.00 o. 00 a mm NO 8 IS A JUNCTION * * * GIS DATA STATION INVERT SECT LAT-1 LAT-2 N 69UO 163.03 2 0 0 O.OH Q3 O. a Q( íNVE&T-3 IN'im-{ PHI 3 PHI { 0.0 0.00 0,000.00 0.00 mm NO 9 IS A aEACH ; U¡S DATA STATION 18m! SECT 739.S0 158.77 2 N 0.013 m:us ANGLE A~IG?T m a 0,00 0,00 0.00 0 mm NO 10 IS A SYSTE~ REmoRKS * UIS DATA STATION mm SECT 739.50158.77 NO EDIT E&&O&S ENCOUmm-GOKPUTATION IS SC~ BEGINNING - ~; m. ING NO. 2 ~* - mER sumCE nEtlATlON GIVEN IS LESS THAN 0& EQUALS INmT ELEVATION IN ffDWKD5, U.ELE1 : INV t DC W S &LEV 0.00 :" FO515P PAGE 1 . , WATER SaiFACE PROFILE ~ISTIBG PROJ a090-03-0~ STA ItOO TO 1t33 STORK DUIa FOR !XC! EmSPORrS Pill STATIO INVERT OEPTK i.S. . Q VEL VEL &SERGI SUPER CRITICAL HG!/ BASE¡- n ao AVBPR ELEV; 01 FLOW ELEV Hm GRD.EL. ELEV DEPTH DIA lD RO. PIER LInER SO SF AVE HF SORK DEPTH tR . * * t; * * * * * ** * ** * *** * * * * * * * **** *** * ** ** * * * * * * * * * * * * * * * * * * * * ** ** * ** * ** * * * * * * * * * * * * * * * * ** ** ** * * * * * * * * * * * ** * * * * * * * * * * **** * ** ** ** ** *** ** 100. 0 HUO 20m U6.m 135,! 21.84 7. (06 153.865 0.00 2.968 3.00 O. 00 0.00 0 uo ,OHS68 0.25 3.000 0.00 106, 0 HU6 U18 U6.m 13U 22.18 7.638 15U16 0.00 U6a 3.00 O. 00 UO 0 0, 00 266. 0 o,om2 .0(2516 11.31 2.m 0.00 20m 157.788 135.4 22,18 7.638 16U26 0.00 2.968 3.00 O. GO O. 00 0 O. GO .0H973 0,17 l.860 O. 00 376, 0 155,70 2.m 158.152 13U 21.90 :.W 165,596 O. GO 2.968 3.00 Q,:O ù. QO 0 ., .'1 'J." 135. 0 0.04315 .O~!lQ66 U6 UOG a, JJ - 2.m 164,132 135.4 21.11 ^ Q'" 171,0;4 0,00 2,968 3,00 O. 00 O. GO 0 Q 0 00 Q. ~~" 81. 9 0.04315 .O37HO 3.06 ~ ,fiJO 0.00 593. 9 [65.10 2.7H 167.817 13U 20,13 ^ ')Q1 lH.ll0 0.00 2.958 3,00 O. GO 0.00 0 0.30 ~ 0 ".. j 1. 1 0.04315 .035n3 1.31 uno iJ. CO 2.968 170.2:3 135.4 19,19 5.719 176.017 0.00 U6e 3.00 0.00 0.00 0 Go ,JO fms SIR 0.02000 .027939 D,H O. 00 550. 0 16U3 5.916 173om 13U lLO7 3.075 m.m 0.00 30m 3.50 0,00 0000 0 0,00 33. 0 0.01441 .018112 0.69 3.500 0.00 633, 0 167. 9a 6.054 í7 L OJ( 13U lLa? 3.075 1ìì .109 0.00 3.335 3.50 0,00 0000 0 0.00 ;UNCT S R 0.02500 .021005 Ù, 08 O. co m. 0 16a.o8 6.038 174.118 13U 14.07 3.075 17?193 0.00 3.335 3.50. 0.00 0.00 0 0.00 H.O O.OH68 .01am 0.35 3,500 0.00 739, 0 163.77 ~ 6.199 . lH.969 135.4 1LO7 3.075 178. OH 0.00 3.335 3.50 0.00 0000 0 o. 00 , ¡ '. , - " P~OJ 10 90-03-04 SU noo TO 1t33 ; STO&l DUll FO~ YlcA KCn SPO~TS PA~K. : 10 .00 !I WI g ~ 11 .05 ,I JX K ~ 12 .10 13 .15 15 .20 16 .26 " 11 .31 19 .36 20 .n 21 .!6 23 .51 H .56 25 .61 26 .66 28 .71 29 .11 30 .82 32 .87 33 .92 H.91 36 .02 37 .07 I WI R 38 ,12 I WI & ~O ,17 n .22 ~2 .28 43 .33 ~5 .32 ~6 ,~3 H.B 491.53 SOLSa 517.53 n & 53 .68 , ~ 7~ . ..,. 556,19 569.34 5 2.89 5 5. 9( WI E & 5 8.99 6 2.0~ 6 5.09 6 3.14 X E ' TX 6 1.19 ca W E & 6 U4 6 1.30 ? 0.35 X W E JX 7 3. ~O ca w K .. & 1 6,45 1 9, so ca w E. & HUO H7.~0 150.31 15Ul 157.62 16Lor 164. ~3 167.83 l1LH 17t64 t78.Q4 sor S -:, ~LG 8m : ,,-- -. " III ..