Loading...
HomeMy WebLinkAbout3071-3..... . ..... ... ....... . __ _11-111-11--1 -1111-1*1 -*f_____ 111.11'... ; ___ ­ -3 ­ ­ __ .. ....... .... .. ......... - - - - - - ......... .... ; ............ .... ... -- --------- .... ...... 11__­­� ..... 4 . ........ . ...... ------- - ----- . .... . ....... .... ....... ...... .... ............. ......... . ...... -- --------- ------- - -------- ---- -- -------- .... ..... ---------- . . ......... ............ -------- ­­- - ----- ...... ........ .......... . .......... . .... . .. ....... .. r ...... .......... .......... .......... . ..... ..... .. ......... ........... ....... ... . ......... . ... ......... ............ .. ............ .. ..... .... . ..... ........... .......... ....... ... 4 . ... ...... ....... . ... ... . . . .... ......... . .......... ---- - - ------ ....... ---------- ...... -------- --- ------- ..... ..... -4 ......... .. .......... . .......... ....... ------ ---------- ...... ------ ---- ........ ..... . . . .................... ------ .... ....... ...; ........... ............. ....... ..... ------- ...... . ----------- - - ­--­ -- --------- ... ....... --------- ............ .... . . ...... .... . ..... ... . ..... ... ........ . .... . . . ... . ..... .... . .. ..... . . ... 0F ------- .......... ---------- ............ ...... ... ...... ...... ----------- .......... ---------- - ... . ......... ---------- A . ...... -------- -_ --------- - ---------- ------ ......... -------­-- ........ ...... ----------- --- -------------- ........ ... .... ------- --- ----------- . . ..... ------ - �:: ---------- ....... ---------- --------- . . .... ... ... ----_----- ----- - N, -- -------- .. ......... _ ----------- - --------- ... ....... . ........ ....... . ..... . . ......... -- - -------- --------- -- ­­ - -------- %fl ---- - -------- ...... ............ ............ .. ........... !� . .......... ... . ........ . ------ =1 . ........ ---------- -- -­-­ ....... .... ........... ­­­ . ...... . . ...... ........... ....... ... . ........ ....... ... .. ..... . .............. . ..... .... ---------- --- --- ...... _4 --- - -- - ---. ........... ........... ----- - . ......... ..... ..... ... ........ - ---- --- . ......... -- ------ - ---- ----- -- ---------- . ..... - --- ----------- ...... . . ......... ------ --- ..... ...... ---------- -- ------ ........... ..... ...... --------- -­ ...... - ---- . .......... A .,-q ... . ........ ------ ------------ ......... ... . ...... ... . ...... ... . . . .... ....... .. ........ ........ ... ; ........ ... .......... --­---­-- ..... ...... ...... .... ... ..... ....... ... ---------- ......... .. .......... . ... .... -- -------- - ----- ........ ... ..... .7 ...... .... + -------- ---------- - - ------ -- --­-­-- ..... ..... ............ ............... -1 ......... ...... ------------ ------- ------ ........ ... . . . .... ................ . ..... ---------- - ...... ------- -- -- - 1 ......... . . ................ .. ... ..... ... ............... ........... - ----- I75 `0 . ....... . - --------- ............. ........ - ------ ... . ......... . ..... ........ . ......... ...... ------- - - -­ ---- . ............. .... --- - ---- ---------- - - -------- .......... ........ . .......... . ...... . ....... . . -------------- . .... . ..... ............... . ..... . ....... ............. ------- ......... ..... ..... .... . ......... ....... - - - ------ --------- .... ... ....... t ------- - - IN ...... ....... I U -2 -5 ............. 11 25 4 .......... .......... . ..... -----_---- ------ -- ------------- 1 2 1 +26.27'1' Bc z ;< 0- O� z 0 w > ui �< % ce V) 0 QR 0_j 0 M W j L 13- m m CURVE D I STA 21+39.624i HEMLOCK AV. ........... ------ ..... . . ..... -------- --- .... ...... ------ ----------- ---------- ....... ....... ........... ...... .... .......... ............. .......... ....... . ..... . ... . . .... .... ....... . ...... ............. ------------ -------- E KAI, ...... - ----- ......... .... X �131 ........ HA� C E E- -'--N� . ...... _IAAy- ---- ----- 0- -Ty _J .... ..... ...... .. .... . .... ...... . .. . . . . ........ ... . ...... .... . .... . ....... . ..... .......... ......... ... . ...... ........... .. .......... . .. ..... --------- ............. ... ....... L ...... . ... (1, .. ............. .......... ..... ... . . . . .......... . . . ...... .. ... ..... . .... R ........... ------- ±--S-i .... . ..... -----_-- ---- . ..... ----------- ­ - ----- - .......... ---------- ..... ...... .. . ....... . . ...... j ... ....... :ji ---- - ---------- ------------ ............. . ...... - -------- - ---------- I- ­ ------- - - ---------- - .. ....... ........... -------------- I . ......... ... ....... ................ . . ....... .... .. ----------- ............. ....... . .. ..... . ...... ----------- ---------- - ----- ---------- .... ..... . ........... - - -- ----- .... ....... A - - -_-_-- ... . ....... ---------- . ......... ...... ..... .. ........ ---------- ------- ---- ...... ...... .... . ...... H .... ....... . ........ . . ---- - --- ... ........ ... .... . ............ ........ . ...... . .... ............ . .... . ........ 3 4 5 6 7 PLUMROSE ST. HOLIDAY DRIVE <= HOLIDAY DRIVE CB 3 (CASE A) STA 1+92.50(ST)CL CB (PHASE 11 CONSTRUCTION) (PHASE I CONSTRUCTION) PLUMROSE w=21 ',00 V=7.5 to (0 LO (0(0 (000 z 00 00 00 00 CN W) 1,)LO LO LO 0 LO (.0 (O pr) w 00 00 0 0 0 0 LOO Lo�� 0 PLUMROSE ST. CB 1#35A A E B) MH #3 c #2; W=21 V= 5 STA 1-64.50(ST)QL CB STA=6+62.31 W=21' it 91 (SD) HOLIDAY STA 6+61.23 ITE L I N A kk�, STA 6+49.66 (S ) Z CB V= i 0.5 119(01 \ _N " qTA 04�-On 00 it I IKIPIZ " I /_ / - "N, / J-1 A e% r- STA 1+21.26 % STORM DRAIN LINE "A JOIN EXISTING 42 lot RCP PER HEMLOCK AVENUE STORM DRAIN PLAN DW`G #3103, SHEET 3 OF 6 0 20 40 80 SCALE - 1 to =40 0 AVENUE DELTA HEMLOCK T C1 45.00' 59*57'25 47,09' 44.97 CB #1 CONSTRUCT go III INLET STRUCTURE PER APWA STD. 313-A; CASE B, LENGTH AS NOTED STA. 6+86.97 ( D S) INSTALL 42" Ul m w =STA. 6+59.58 (ST) (L- INSTALL 6" RCP (1500D) U -i m INSTALL 241# zu< 00 _j Uzi] (1350D) Q25 =4.51 CFS 0 w1l F- CC RCP (1500D) zm Lj 0 1 7j- 7c RCP (1500D) uj �. C) -L JOIN EXISTING STORM DRAIN PIPE 1 +26.27'1' Bc z ;< 0- O� z 0 w > ui �< % ce V) 0 QR 0_j 0 M W j L 13- m m CURVE D I STA 21+39.624i HEMLOCK AV. ........... ------ ..... . . ..... -------- --- .... ...... ------ ----------- ---------- ....... ....... ........... ...... .... .......... ............. .......... ....... . ..... . ... . . .... .... ....... . ...... ............. ------------ -------- E KAI, ...... - ----- ......... .... X �131 ........ HA� C E E- -'--N� . ...... _IAAy- ---- ----- 0- -Ty _J .... ..... ...... .. .... . .... ...... . .. . . . . ........ ... . ...... .... . .... . ....... . ..... .......... ......... ... . ...... ........... .. .......... . .. ..... --------- ............. ... ....... L ...... . ... (1, .. ............. .......... ..... ... . . . . .......... . . . ...... .. ... ..... . .... R ........... ------- ±--S-i .... . ..... -----_-- ---- . ..... ----------- ­ - ----- - .......... ---------- ..... ...... .. . ....... . . ...... j ... ....... :ji ---- - ---------- ------------ ............. . ...... - -------- - ---------- I- ­ ------- - - ---------- - .. ....... ........... -------------- I . ......... ... ....... ................ . . ....... .... .. ----------- ............. ....... . .. ..... . ...... ----------- ---------- - ----- ---------- .... ..... . ........... - - -- ----- .... ....... A - - -_-_-- ... . ....... ---------- . ......... ...... ..... .. ........ ---------- ------- ---- ...... ...... .... . ...... H .... ....... . ........ . . ---- - --- ... ........ ... .... . ............ ........ . ...... . .... ............ . .... . ........ 3 4 5 6 7 PLUMROSE ST. HOLIDAY DRIVE <= HOLIDAY DRIVE CB 3 (CASE A) STA 1+92.50(ST)CL CB (PHASE 11 CONSTRUCTION) (PHASE I CONSTRUCTION) PLUMROSE w=21 ',00 V=7.5 to (0 LO (0(0 (000 z 00 00 00 00 CN W) 1,)LO LO LO 0 LO (.0 (O pr) w 00 00 0 0 0 0 LOO Lo�� 0 PLUMROSE ST. CB 1#35A A E B) MH #3 c #2; W=21 V= 5 STA 1-64.50(ST)QL CB STA=6+62.31 W=21' it 91 (SD) HOLIDAY STA 6+61.23 ITE L I N A kk�, STA 6+49.66 (S ) Z CB V= i 0.5 119(01 \ _N " qTA 04�-On 00 it I IKIPIZ " I /_ / - "N, / J-1 A e% r- STA 1+21.26 % STORM DRAIN LINE "A JOIN EXISTING 42 lot RCP PER HEMLOCK AVENUE STORM DRAIN PLAN DW`G #3103, SHEET 3 OF 6 0 20 40 80 SCALE - 1 to =40 0 R DELTA L T C1 45.00' 59*57'25 47,09' 44.97 CB #1 CONSTRUCT CURB INLET STRUCTURE PER APWA STD. 313-A; CASE B, LENGTH AS NOTED STA. 6+86.97 ( D S) L IN E DAT�A BEARING DIST. L1 N30' 1 Ol 5`*E 5.01 & k 0 I - - CB#1 STA 6+59.58 (ST) Z CB 5TORM DRAIN CONSTRUCTION NOT ANDREA ST. (CAS E A) CONSTRUCT CURB OPEN CATCH BASIN PER APWA STD. 300-2 )TA 13+02.16 CONSTRUCT TRAFFIC JUNCTION STRUCTURE PER APWA STD. NO. 320-1 CB #1 CONSTRUCT CURB INLET STRUCTURE PER APWA STD. 313-A; CASE B, LENGTH AS NOTED STA. 6+86.97 ( D S) INSTALL 42" RCP (15000) =STA. 6+59.58 (ST) (L- INSTALL 6" RCP (1500D) STA=0+33.94 (SD) INSTALL 241# RCP (1350D) Q25 =4.51 CFS INSTALL 18" RCP (1500D) Q25 =5.51 CFS INSTALL 48' RCP (1500D) W=7*- V=4.5 JOIN EXISTING STORM DRAIN PIPE & k 0 I - - CB#1 STA 6+59.58 (ST) Z CB W= 7'; V= 4.5' < (CAS E A) ')"TA 6+03.10 t HOLIDAY DR. )TA 13+02.16 V_ ANDREA ST. ST. Z I NT. CB #1 (CASE A) STA. 6+86.97 ( D S) LINE A 00 =STA. 6+59.58 (ST) (L- U-) 0 HOLIDAY DRIVE 0� STA=0+33.94 (SD) LINE "B" Q25 =4.51 CFS TO CATC H BAS I N Q25 =5.51 CFS CARRY OVER W=7*- V=4.5 OWNER RE\*ISIONS ENGINEER CITY NO. APPROVAL UATE APPROVAL DATE OWNER A GRAND PACIFIC COMMUNITIES, 1 00 N. BARRANCA AVENUE, SUITE 950 WEST COVINA, CA 91791 PH: (626) 858-8677 FAX: (626) 858-8676 ---------- .... ..... . . ... ...... . .... . . ..... ------ ----------- . ......... ............ ---- ------- - - ---- ........... ............ ........... ......... .. .... ...... -.1 ------ --- .......... .......... ... ........ ....... ---- -- ----------- - - ---------- L ------------ ----- - - ---- .......... (j____4 ­-----_ ----- ------ - --- ------_- ............. ------- ....... ......... ... . ...... ­- ------ . ..... . .... ------ _uj - j. ---- -------- - -- - ------- .......... aj-- .. .... .... ...... ---------- ......... . . ........ - - --------- ........... . . ............... ............ ....... ..... ...... 7 j4j� ...... .... ------ ---- - ........... . ..... . ....... . . ......... L . . .......... ­ - --- ---- I------------ - - ----- --- - -­- - - . . .... . . ....... . .... ... . ...... . - - ------- ... . . ..... ..... . ....... -- -------- ----- ----- ------- --- ... ..... --- --------- ---------_ -2 T ---------- ........ ... - - ----- ---------- ........ . ... ............. ........ 1i_..__,--, . .... ..... ......... ......... -4, j:! HOLIDAY DRIVE z H STA 6+62.31 (SD) LINE C N44*51'07"E (2) L= 1 3.98' 0 25 = 1 1.54CFS CB #2 (CASE A) dc.;o STA. 6+77.05 (SD) LINE A =STA. 6+49.66 (ST) QL CB HOLIDAY DRIVE STA_ 0 + 1 6.84 (SD) LINE is c flo Q25 = 1 1. 54 CFS TO CATCH BASIN Q25 =3.26 CFS CARRY OVER W=21% V-6.5' HOLIDA_%v DRIVE 0 10 20 40 SCALE : 1"=20' BENCHMARK BM #8-17 ELEV= 1 428.609 DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOWER. 's .......... -- ---- - ----- . ......... ------- ------ - ......... ......... . J 66 224 .... ...... . .... --------- -------- iz -- -------- .. ........ . .. ....... --- - - ------ PLUMROSE STREET C8 #3 HEMLOCK AVENUE (CASE A) / STA=1 +92.50 (ST) - -PLUMROSE ST.QLCB 921.60.44 -0 OF _ELE91.,0CK AVENUE 1_+Q0,00 (c ne- HQLI ST . A= 1 + 09.03 (SD) DRIVE LINE #$Ds$ 025 =9.43 CFS LIN E "D" TO CATCH BASIN NOO'08'53"w 025 =7.12 CFS 111=71 CARRY OVER Q =9.43CFS W=21 V= 7.5 25 4 CB #3A (CASE. 00) STA= 1 + 64.50 (ST) PLUMROSE ST. QL CI3 4.' STA=0+81.03 (SD) LINE "D" Q25 =7.12 CFS TO CATCH BASIN 0 6 1 00% INTERCEPTED NO CARRY OVER W=21 V= 1 0.5 Irb 4 4 01 MH#1; STA=2+19. SD) 11 I w STA 2+18.29 it LINE A D) z . ............ STA 0+00.00 q- LINE '*E LINE "Est .4 STA 0+00.00 (L LI E 'OF N44*41'07"E 2 NO 0 DRIVE. L= 1 6.78' 1 -rvv.VO (t eF PLUMROSE STREET (D 025 1 1.92 CFS 4 CB #5 (CASE A) LINE'- (O STA. 2+�9.50 ($D C8 #4 LINE "'A (CASE B) =STA. 2+22.11 (ST) "-fISTA. 2+42.86 STA 2+88.32 f- LINE "A" (SD) T 4;5 tk ul CB HOLIDAY DRIVE 10 �n I A LINE A (SD) STA 0+00.00 t LINE "Dsp (SD) STA=0+36.77 (SD 00 =STA. 2+15.47 (ST' z I LINE 11171" HOLIDAY DRIVEIZ CS Q25=9-14 FS OLID& DRIVE TO CATC H BAS I N STA=0+19.64 (SD) 025 =0.91 CFS LINE "E" CARRY OVER W= 1 75; V= 4.5' IQ 25 = 1 1.92CFS u 1Tr% r'*ATOU coAcim 1 00% INTERCEPTEC HOLIDAY DRIVE NO CARRY OVER W=28% V=6.5' 0 10 20 40 0 10 20 40 SCALE 1=20" SCALE : 1"=20' CONSULTANT US PREPARED BY: C TY 0 FONTANA FOCUS ENGINEERING,, INC. DRAWN BY: SCALE: No. 41497 STORM DRAIN IMPROVEMENT PLAN 25 MAUCHLY, SUITE 317 AUTOCAD EXP, 12/31/03 IRVINE, CA 92618 DESIGNED BY: TRACT NO. 158�3. PER PLAN civiv TEL.# (949) 450-0590 HOLIDAY _D5V . E. 0 +00 +22.89) DATE: FAX: (949) 450-0592' J.H.L. ' /,O;� Or a e .a 7�/ 02-2001 CHECKED BY: _' r 4&21w� - UNDER THE SUPERVISION OF: APPROVED:atea__�\__ DWG NO. CHARLIE C. LIU, RCE: 41497 C.C.L. 3071 0ITT ENGINEER R.C.E.51152