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' (6661 'VVI) IdO • Z-1 I •i . � '> > t � Y�y�q� 1 mst) .J r Z-1 1 f ff i 1f 'ff ff t ff �f ff ff ff ff !f f liJ dt if ff ff 11f ff f• �f f# i'f` 4 if ff !f • 1 f7E li f � � a •, 1 • ffffffMfffff titffffff' Xyffff.ffff�lf �flfflfff fffl 1#11#14 1#469 M fffof ff/fifYlfff It tf itRU3d31Yb3d3S/ s - • r�f l .0 ' � �'. ♦ . y" � :�':i �_a�`--s-t. . -f ♦ N r3( .k 4 4v w x r .M 1 1 , i 1 � ( i I 1 I 1 I f I I LEGEND CITY OF CARLSBAD SITE MAJOR DRAINAGE BOUNDARY - - - - - - MINOR DRAINAGE BOUNDARY bt+� 100 NODE NUMBER LE UC [A OWVBNHAIN RD. A AREA DESIGNATIONHrvP 1.0 AREA ACREAGE(IN ACRES) I e� cou.nv 7 nrrN x I I"sr w - PROPOSED STORM DRAIN WER9 a 3 U O 3s off. A SOIL GROUP BOUNDARY o � SANTA DRIVE , ' cwrmr i 0 x N MUD]P I 7-Q ioo= 2.7 cfs VICINITY MAP . n t=10.1 STORM DRAIN PER NO SCALE 3 7-Q loo= 2.6 cfs �< �Q goo= 4.3 cfs SHEET ff _ _ : _ _ _ . t=10.0 ___! -a zuer ' II t 107 • 58 A7 Al �.41 1 �Q 100= 2.5 cfs 0.0 0.41 i'� �"aft ' rC-2'� t=9.7 � 1� g • ---�- - - • i��� 1 0.08 75 7� 82 �Q goo= 5.5 cfs59`� L • ZQ 1oo= 2.5 -� • 60 m - `- I 0.79 t=6.7 �� 7 HYDROLOGY DATA t=9.5 �� 7-Q100= 1.5 cfs SLE REA NODE AREA Tc Q100 Q SUM COMMENTS 2 4 I A5 A4 AS A9 140 �_ 71 t=6.6 ° 0. 14 'Ord' 0.0 0.0 •1 ____,,,.,-._-- • C1 --------- -- (�) (gin) XQ 100- 2.8 cfs B 1 I 1 0 2 Al 1-2 0.31 9.4 0.7 INLET#1 1 t-10.3 I � � '� 1 A2 3.4 0.12 4.6 0.6 IN..ET#2 rA3 7-Q 1 oo= 2.8 fs 0.35 1 _ w CONF. 4 0.43 9.5 1.1 0. 1 Q. t=10.6 A3 4 0.21 9.5 0.8 1.9 ROOF DRAIN 1 • •39 21 1 mum afta"am �Q�oo 10.1 cfs A4 4 0.14 9.5 0.5 2.5 ROOF DRAIN 1 = ° 82 72 A5 5 0.02 9.7 0.1 2.5 IN ET#3 A6 6 0.02 10.0 0.1 2.6 IN..EF#4 __ 6 A7 7 0.02 10.1 0.1 2.7 INLET#5 2• 22 0.21 1 1 1 0.31 N 1 1 rB2 63 N 7-Q loo= 48.9 cfs 4 A8 8 0.02 10.3 0.1 2.8 IN..ET#6 t=8.5 A9 9 0.02 10.6 0.1 2.8 INLET 97 Q�oo= 2.3 fs 23 1"'_---------------� 1 62 p _ _ I 0.99 _ �J J -5.2 24 ""1 1 10 IQ 100 47.8 cfs ♦ � 56 -� 66 A10 10-11 0.41 5.2 2.1 IN..ET#�8 W � loo= 2.8 1 B2 I MAJOR A t=8.2 �♦ CON=. 12 1.29 10.7 4.3 V t .3 1 0, 19 I 41 = B1 21-22 0.21 5.0 1.2 ROOF DRAIN 1 I 1 B 1 LIMITS OF I FF=115.7 �� �Q�oo- 38.5 cfs 4 1 83 1 CONSTRUCTION Q i oo= 4.8 cfs ♦� t=8.1 B2 23 0.19 5.2 1.1 2.3 ROOF DRAIN 0.53 B3 24 0.08 5.3 0.5 2.8 INLET#9 m I 0.08 �----------i 1 t=5. 1 1 1 r If CONF.B4 26-25 0.40 5.6 2.1 IN ET#10 W I COIF. 25 0.88 5.6 4.7 v _ 2:Q 100= 27.3 cfs / B5 25 0.22 5.6 1.2 5.9 ROOF DRAIN Q1 oo V =5 6 4 7 i 0'2 I rB2 t=8.0 B6 28-29 0.16 7.4 0.4 IIET#11 25 1 I I .66 / B7 27 0.22 5.7 1.2 7.4 ROOF DRAIN 1 -------------1 - B8 30 0.09 6.0 0.5 7.9 INLET#12 B9 31 0.13 6.3 0.7 8.5 INLET#13 1 7-Q t 6.6 cfs / B10 33-34 0.16 9.3 0.3 INLET#14 27 I B 1 = / CONF. 32 1.86 6.6 8.8 29 B7 I t-6.31 / B11 35 0.13 6.7 0.6 9.4 INLET#15 YQ 1oo=�. cfs 0.2 I 0.35 1.55 _ _ .7 1 "� - / B12 378 0.36 8.9 0.8 IN..Ef#16 t=5.7 ♦ ` v .� LIMITS OF r �� B13 40 0.35 5.0 2.0 ROOF DRAIN � �. 1 IQ loo= 9.4 cfs 42 ` CONSTRUCTION B6 3 ` , t_6.7 1 2:Q loo= 22.5 cfs 45, B14 41 0.53 5.9 2.8 4.8 ROOF DRAIN 3 B8 •�,,,� 1 7-Q loo= 8.8 cfs 1 44 t-7.5 B15 42 0.35 6.3 1.8 6.6 ROOF DRAIN • .` t=6.6 • 7-Q ioo= 21.3 cfs , CONF. 36 1 3.58 7.0 16.3 t-7.5 I B2 B16 44115 0.73 61 3.8 INLET#17 31 I B1 3 3 36 0.73 IQ oo= 7.9 c 0.9 B17 4643 0.37 7.7 1.6 INLET#18 t=6.0 ``� 0. 13 i 0. 13 -I 37 .�►.�►oft - - - - / / CONF. 43 4.68 7.5 21.3 - / 7-Q 1 oo= 8.5 c `�� .�. �-C'F-Qio� 16.3°cfs ♦` ♦ ` / B18 487 0.28 3.9 1.5 INLET#19 ....i_ CONF. 47 4.96 7.5 22.5 t=6.3 ! t=7.0 � � B1 / / 38 ����TSOF // L /23. 49 B19 50149 0.15 3.7 0.8 INLET'#20 0. 16 / / BI • �Q i - e COIF. 49 5.11 7.6 23.2 / B20 52-53 1 0.93 7.3 4.2 IN ET#21 CONF. 51 6.04 8.0 27.3 B21 55-54 2.66 8.2 11.3 INLET#22- COM. 54 8.7 8.1 38.5 B 1 /, B 1 / B22 57-58 0.41 7.5 1.8 IN ET#23 0,2 / 0. 5 / B23 60-59 0.79 6.7 3.8 INLET#24 CONF. 59 1.20 6.7 5.5 B24 62-63 0.99 6.7 4.8 INLET#25 / / CONF. 61 2.19 7.1 10.1 �9��,q CON=. 56 10.9 8.2 47.8 _ 100, •48 •52 B25 65b6 0.27 4.4 1.4 IN..ET926 �, FI/,q�� l • COIF. 64 11.16 8.5 48.9 C1 71-72 0.22 4.6 1.1 IILET#27 t C2 74-75 0.08 5.3 0.4 i IN ET#28 Z \ ' z w GRAPHIC SCALE W \ 50 0 25 50 100 v (IN FEET) �O SCALE: I"=50' o Q Co Z�s o� o� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY DRAWN BY CHECKED BY R J G APPROVALS CITY O F E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. QaoFESSioti ? m DESCRIPTION: TOP OF BRASS DISK �``°e`'' MA yF�q`� PLANS PREPARED UNDER THE SUPERVISION OF TM 94-066 o W IN WELL MONUMENT. ° s Z RECOMMENDED BY: APPROVED BY: Q HORIZONTAL: AS SHOWN s'YERS&ASSOCIATES m HYDROLOGY PLAN FOR o Z PLAZA AT E N CI N ITAS RANCH 6850-G No.38474 LOCATION: STA. 81+72 EL CAM/NO REAL Civil Engineering,Inc. W Exp.3/31/OS � BY: BY: � d DATE: o� RECORDED FROM: S_D. CO. VERTICAL AS SHOWN I ANNING•FNGINEER)NG-SURrYnvG o W VERTICAL: 19 Spectrum Pointe Drive.Suite 609 s CONTROL PAGE 105 wav)Forest,o 92630 T�TFOCM11 F �`P DRU J MAYERS R.C.E. NO: 38474 DATE: DATE: Z Z 79.72 M.S.L- (94/)599-0870 Fax HYDROLOGY MAP ELEVATION: DATUM: REGISTERED CIVIL ENGINEER EXP: 3/31/05 SHEET 1 OF 1 p Z I)Itr)-.//wv;w.maverscivii.com W Dwo. Revision Date: 01115102 BY' J.C. PLOT DATE.' 01115102 P-I/Vl_/)nd/)_ni PPOAAFA1dl1F 1d ArPi=rnAAAfPPriAI CITFIIAAPPn it PAAFAITCICT(1RAAl1Qd1A11Nvnpnl()r-vipvnp!)AAdP nL41-