Loading...
HomeMy WebLinkAbout692-31 i ► i STORM DRAIN DATA CONTINUED STORM DRAIN DATA SHEET NO. STORM DRAIN DATA SHEET NO. NO DELTA OR BRG.RADIUS LENGTH REMARKS PLAN PROFILE COMMEIITS NO. DELTA OR BRG. RADIUS LENGTH REMARKS PLAN PROFILE COMMENTS 1 N43'56'49"E 8.00, LINE A. 24" RCP 9 24 PRIVATELY MAINTAINED.WTJ 1 N81.01'43"E 11.96, LINE D, 42" RCP 7 28 PRIVATELY MAINTAINED,WTJ 1 N12'35'23"W 27.91' LINE B, 36" RCP 9 24 PRIVATELY MAINTAINED.WTJ 2 A=52.54'56" 150.00' 138.53' LINE D, 42" RCP 7 28 PRIVATELY MAINTAINED,WTJ 2 A=33'27'58" 100.00' 58.41' LINE B. 36" RCP 9 24 PRIVATELY MAINTAINED,WTJ 3 N46-03'21"W 260.17' LINE O, 42" RCP 7 28 PRIVATELY MAINTAINED.WTJ 3 N46'03'21"W 351.27' LINE B, 36" RCP 9 24 PRIVATELY MAINTAINED,WTJ 4 N46.03'21"W 260.17' LINE D, 42" RCP 7 28 PRIVATELY MAINTAINED,WTJ 4 A=89'58'48" 50.00' 78.52' LINE B, 36" RCP 9 24 PRIVATELY MAINTAINED,WTJ 5 A=68.09'40" 50.00' 59.48' LINE D. 42" RCP 7 28 1PRIVATELY MAINTAINED,WTJ 5 N43.57'51"E 113.33' LINE B, 36" RCP 9 24 PRIVATELY MAINTAINED,WTJ 6 N65.46'58"E 18.31' LINE D, 42" RCP 7 28 1PRIVATELY MAINTAINEO,WTJ 6 p=90'00'00" 50.00' 78.54' LINE B, 30" RCP 9 24 PRIVATELY MAINTAINED,WTJ 7 p=68'12'35" 50.00' 59.52' ILINE D, 36" RCP 7 28 PRIVATELY MAINTAINED,WTJ - 7 N46.02'09"W 130.95' LINE B. 30" RCP 9 24 PRIVATELY MAINTAINED,WTJ 8 N46'00'27"W 198.24' LINE D, 36" RCP 7,8 28 PRIVATELY MAINTAINED,WTJ 8 p=90'00'00" 50.00' 78.54' LINE B. 30" RCP 9 24 PRIVATELY MAINTAINED,WTJ 9 N46.00'27"W 156.32' LINE D. 36" RCP 8 28 PRIVATELY MAINTAINED,WTJ 9 N43'57'51"E 84.63' LINE B, 30" RCP 9 24 PRIVATELY MAINTAINED,WTJ 10 A=64.08'45" 50.00' 54.12' ILINE D, 36" RCP 8 28 PRIVATELY MAINTAINED,WTJ 10 A=90-00'00" 50.00' 78.54' LINE B, 30" RCP 9 24 PRIVATELY MAINTAINED,WTJ 11 A=64.15'02" 50.00' 56.07' LINE D, 36" RCP 8 1 28 PRIVATELY MAINTAINED,WTJ 1320 1520 H N46.02'09"W 226.89' LINE B. 30" RCP 9,10 24,25 PRIVATELY MAINTAINED,WTJ 12 N46.06'44"W 211.63' LINE D, 36" RCP 8 28 PRIVATELY MAINTAINED,WTJ : :---* : --r--� ---- --- - - -- - - - - 12 N46-02'09"W 187.98' LINE B, 24" RCP 10 25 PRIVATELY MAINTAINED,WTJ 13 p=89.57'50" 45.00' 70.66' LINE D, 30" RCP 8 28 PRIVATELY MAINTAINED,WTJ r 4-- -4- 13 p=38.16'OS" 220.00' 146.94' LINE B, 24" RCP 10 25 PRIVATELY MAINTAINED.WTJ 14 N43.55'26"E 111.14' LINE D, 30" RCP 6,8 28 PRIVATELY MAINTAINED,WTJ _;_.�_.i i_t_-,-...:.-..-.� Ay'.._'._.!._.�......_-__ .._.._..__�._'._____I_._ -* ' 14 N84'18'14"W 26.64' LINE B, 24" RCP 10 25 PRIVATELY MAINTAINED,WTJ y r -~� 15 p=80.56'46" 22.50' 31.79' LINE D. 30" RCP 6 28 PRIVATELY MAINTAINED,WTJ _.........____ 15 N01 03 21 W 8.00 LINE B-1, 18 RCP 9 25 PRIVATELY MAINTAINED,WTJ 16 N37 01 19 W 71.22 LINE D, 30 RCP 6 28 PRIVATELY MAINTAINED,WTJ : : _: * I * * '1 I- I'-t=....---.....� . 16 N44'10'06"E 37.19' LINE B-4, 18" RCP 9 25 PRIVATELY MAINTAINED,WTJ 17 N30.46'58"E 2.91' LINE D-1, 30" RCP 7 29 PRIVATELY MAINTAINED,WTJ 1TMAINTAINED,WTJ _.._.._._L......-+-- --- -- - -- - - _ ----- -- - NO3 57 51"E 51.49' LINE B-2, 18" RCP 9 25 PRIVATELY MAINTAINED WTJ 18 A=13.15"6" 50.00' 11.57' LINE D-1, 30" RCP 7 29 PRIVATELY MAINTAINED WTJ r Y!EIR L 360.1' 18 N09-57'51"E 59.451 L1NE-S-3, 18" RCP 9 25 PRIVATELY MAINTAINED,WTJ 19 N44'02'15"E 233.15' LINE D-1, 30" RCP 5.7 29 PRIVATELY MAINTAINED,WTJ 1300 1300 4 i 19 N43.57'51"E 28.16' LINE B-5, 12" HOPE PIPE 10 25 PRIVATELY MAINTAINED,WTJ N44'02'15'E 134.68' LINE D-1, 24" RCP 5 29 PRIVATELY MAINTAINED,WTJ + - 20 N46'02'09"W 8.00' LINE B-6, 18" RCP 9 25 PRIVATELY MAINTAINED,WTJ 21 A=89.57'29" 70.00' 109.90' LINE D-1• 24" RCP 5 29 PRIVATELY MAINTAINED,WTJ ! ' i CHANNEL I + 21 N46'02'09"W 8.00' LINE B-7, 18" RCP 9 25 PRIVATELY MAINTAINED,WTJ _ - N46.00'15"W 217.01' LINE D-1, 24" RCP 5,6 29 PRIVATELY MAINTAINED,WTJ ._+__._. w..r_..,._... ----- -'-T-r---r- I--j-�-- -- ---- - ..m r.I .I .'...� N05-34'29"E 42.00' LINE D-1 b, 18" RCP 5 29 PRIVATELY MAINTAINED,WTJ _}�_.+-�_._;.__-_ _._;._.___I-L�.�_,..._...___��__ --A;IFN EL-I ,2 N43'57'S1"E 8.00' LINE B-8, 15" HOPE PIPE 9 25 PRIVATELY MAINTAINED,WTJ 18 .0' i I : " r ❑1 N56 26 35 W 5.33 LINE C, 42 RCP 7 26 PRIVATELY MAINTAINED,WTJ N31'S8'31"W 163.00' LINE D-1a, 18" RCP 5 29 PRIVATELY MAINTAINED,WTJ -'- --!--`- '--I-- -'- --- -_-----'--;- --- --- - -- --- - r I ❑2 p=10.23'14" 200.00' 31.84' LINE C. 42" RCP 7 26 PRIVATELY MAINTAINED,WTJ N15'57'45"W 38.50' LINE D-1d• 18" RCP 5 29 PRIVATELY MAINTAINED,WTJ : ----'-.r.-;.. -'..88_!.....:_'-..-.-..`.-.`._.r._!_ ❑3 N46.03'21"W 287.50' LINE C, 42" RCP 7 26 PRIVATELY MAINTAINED,WTJ N89.02'15"E 7.70' LINE D-1c, 18" RCP 7 29 PRIVATELY MAINTAINED.WTJ ... �4 N46-03'21"W 283.17' LINE C, 42" RCP 7 26 PRIVATELY MAINTAINED,WTJ N88.56'39"E 4.75' LINE D-8, 10" HOPE PIPE 7 30 PRIVATELY MAINTAINED,WTJ i280 .".+m_i ..�..,.._+. �..:a ' 1280 ❑5 A=44'18'58" 200.00' 154.69' LINE C. 42" RCP 7 26 PRIVATELY MAINTAINED,WTJ NI-00'27"W 21.18' LINE D-2, 18" RCP 8 30 PRIVATELY MAINTAINED.WTJ © N1'44'23"W 33.89' LINE C, 42" RCP 7 26 PRIVATELY MAINTAINED,WTJ N1.00'27"W 19.49' LINE D-3, 18" RCP 8 30 PRIVATELY MAINTAINED,WTJ SECTION B-B 0 A=44.17'45" 200.00' 154.62' LINE C, 42" RCP 7.8 26 PRIVATELY MAINTAINED,WTJ Ni'00'27"W 28.08' LINE D-4, 18" RCP 8 30 PRIVATELY MAINTAINED,WTJ HORIZONTAL SCALE: 1"=50' 8 N46.02'09"W 290.80' LINE C, 42" RCP 8 26 PRIVATELY MAINTAINED,WTJ 31 N73'02'23"E 237.54' LINE D-5, 1B" RCP 6,8 30 PRIVATELY MAINTAINED,WTJ VERTICAL SCALE: 1"= 10' ❑9 A=24.22'33" 200.00' 85.09' LINE C, 30" RCP 8 26 PRIVATELY MAINTAINED,WTJ N34'13'13"W 112.93' LINE D-6, 18" RCP 8 30 PRIVATELY MAINTAINED,WTJ (SEE SHEET 11) 10 A=24.22'35" 200.00' 85.09' LINE C, 30" RCP 8 26 PRIVATELY MAINTAINED,WTJ N25.27'48"W 25.16' LINE D-7, 18" RCP 6 30 PRIVATELY MAINTAINED,WTJ 11 N46-02111"W 35.23' LINE C, 30" RCP 8 26 PRIVATELY MAINTAINED,WTJ .WTJ - WATER TIGHT JOINTS 12 N46'02'11"W 77.81' LINE C, 24" RCP 8 2g PRIVATELY MAINTAINED,WTJ 13 A=90.01'09" 22.50' 35.35' LINE C, 24" RCP 8 26 PRIVATELY MAINTAINED,WTJ 14 N43-56'39"E 2.61' LINE C, 24" RCP 8 26 PRIVATELY MAINTAINED,WTJ 15 N43.56'39"E 50.63' LINE C, 24" RCP 8 26 PRIVATELY MAINTAINED,WTJ 16 N26'26'35"E 7.16' LINE C-1, 24" RCP 7 27 PRIVATELY MAINTAINED,WTJ 17 N88.57151"E 5.78' LINE C-2, 18" RCP 8 27 PRIVATELY MAINTAINED,WTJ 18 N1'02'11"W 4.71' LINE C-3, 18" RCP 8 27 PRIVATELY MAINTAINED,WTJ 19 A=44.00,001, 90.00' 70.69' LINE C-3, 18" RCP 8 27 PRIVATELY MAINTAINED,WTJ ® N43.57'49"E 16.57' LINE C-3, 18" RCP 8.10 27 PRIVATELY MAINTAINED,WTJ 21 N68-15'37"E 8.00' LINE C-4, 15" HOPE PIPE 7 27 PRIVATELY MAINTAINED,WTJ 1320 1520 I-_., ,- r ----- . N43'55'21"E 5.00' LINE C-5, 15" HOPE PIPE 7 27 PRIVATELY MAINTAINED,WTJ .� N88'57'S1"E 6.00' LINE C-6, 15" HDPE PIPE 8 27 PRIVATELY MAINTAINED,WTJ _.;,._.�.__.,_._r._t...„_._,_._+_.._ _;,._..r._.,__T-. ._.1._;_._.. 1 r? Y N86 02 09 W 8. _ „ .J.-j- __;-._.;_._�_._`.._,-.-!._....-a._.._. --F-.-.__.........!.�._-.G- --.._.!__.-.- '�__ _.._..L.....:-- ® 00 LINE C 7, 15 HOPE PIPE 8 27 PRIVATELY MAINTAINED,WTJ ! 1 ! , N35'5T51"E 8.00' LINE C-8, 15" HOPE PIPE 8 27 PRIVATELY MAINTAINED,WTJ N08.56'39"E 8.00' LINE C-9, 18" RCP 7 27 PRIVATELY MAINTAINED,WTJ r Y. r y r , �._r ! _ � 5Y CONCRETE r _ -WTJ = WATER TIGHT JOINTS WEIR EL=130b.1' _ _ • - 1300 1300 - r- -. - - -. --- ; i _ --ten --i-.__ _ Z s + - - _ ! r. . . I i 1280 1280 o C c o a i o SECTION A-A HORIZONTAL SCALE: P'=50' a o VERTICAL SCALE: V=10' (SEE SHEET 11) n CAUTIONI LOCATION OF EXISTING UTILITIES ON v THESE PLANS ARE APPROXIMATE AND a SHALL BE VERIFIED BY CONTRACTOR c°' o PRIOR TO CONSTRUCTION. L m -BENCH MARK 1 REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR �/ SEAL ► CITY OF LAKE ELSINORE BM B-95-56 DIG All COMPLIANCE WITH THE APPROPRIATE ()�-{Q QPOFESSIO,ygY J1502 UNAUTHORIZED CHANGES- CITY OF LAKE ELSINORE SHEET L o CO CONDITIONS OF DEVELOPMENT AND/OR .XY�F-/ O �„ RICK ENGINEERING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 31 $ o.•-T DESCRIPTION: CHISELED SQUARE ' m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE � ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS,AND HAVE BEEN y y PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED GRADING PLANS OF O i:n �; BARRY J. COWAN m ", s�rn� ws�Rma oar enoen;a r„�oa E o CALL FOUND ACCEPTABLE. s A a sass• � BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 31 u LOCATION: FROM THE APPROXIMATE No. C46568 '�wd w.a.swa vas I„gvs vw"•anx!,ui°�va..,,.w g N E INTERSECTION of coulER AVENUE BEFORE 4� LAKE ELSINORE MARKET PLACE 0 o AND CENTRAL AVENUE 66 FEET mu mc! Eap•6-30-07 N• SCALE: SHEETS a SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 �,�� pf J} CIVIL PREPARED UNDER THE DIRECTION OF: i CH[SELEDTHWESTERLY 32 SOUARE ON TOPEET TO OF CURB cai at UNDERGROUND 2R0 ^g eaSjra prfVoro excavatThp. KEN SEUMALO RCE.No.56915 DATE 4JF OF CAOE�Pa 3(3�os DATE: STORM DRAIN DATA FILE NO. OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER �?.Y. p Gubn.. v/ ► o i o BARRY J CO AN,RCE "C46568(EXP.6-30-07) DATE PLOT DATE: 01-MAR-2005 JN-14502� ►