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HomeMy WebLinkAboutTR30492, 30492-1 & 4 Street Storm Drain Improvement Plans pg.9 I ._ ..- .-_..._ _ :.. ._. - T� r- ` _ _ __ - _ is - E 10 -5 2 1s H.G' - - - - - - - 52 = m° -s - - __ c s - 4 7 6e a - - ° - - - 56. - - _VW 71M g 1517777 —-- p¢ _ A ::. Ocal a _l.a- N Zi 50 -N �� �� tS-O 1 - _ PROF LE SCALE HORZ f- 40' E _­ . * - VERT.: f- 4' - - 1+00 2+00 3+00 4+00 5+00 6+00 CL CB NO. 10 7+00 6+00 9+00 10+00 37 ii 37 8+22.71_STR.STA_ 1+94.58 END PIPE= w PROFILE W 10,V=5., \-1a 28+ 9.52 STIR. STA. N4NE7�2 W SD CURVE BEARING DATA � 33 CURVE RADIUS LENGTH TAN DELTA BEARING it NII'o, �r Ca7T®NVV000 m 37 p 32 N \� �l igj 1+02.25-LINE"B-4" A 60, 56.93' 30.81' 54'21'47" z^'a ,�+ CANYON RD. y a N .a I���% BEGIN PIPE B 1975' 404' 202.71' 11*43'13" rnl> „+�o Z a o - L�.�� C 90' 137.93' 86.62' 87'48'27" t-- D 40' 65.50' 42.76' 93'49'04" E 45' 30.59' 15.91' 38'57 05" N) 31. + � 3 + z • � --__ N� O N 2O9�3, STq "' ° �\4 © Tx 53 T 34• r --- - >Tx?Q E 33 --- --__--__-=1t w 14Z' CL c6 N0.3 -- $#o _— —_--_ ____ o,� _ 'J—, C�° °�nvr \ CONSTRUCTION NOTES: 37 68+21.00-STR. _' - 40 --t� _ "' '`_:_ _ _ T x 1>� NDz - - - - r-�''-- �`` t �L •46 30 CONSTRUCT 48" CIP STORM DRAIN PER RCFC & WCD SPECIFICATIONS " -- _ 30 -- &�➢ ` - ``` � ��,.� i+TB NDy • STq. 34 31 CONSTRUCT 36" RCP STORM DRAIN PER RCFC&WCD SPECIFICATIONS �QO�Sr - -- \`\ /fix?07 Is,STq• 32 CONSTRUCT 24" RCP STORM DRAIN PER RCFC& WCD SPECIFICATIONS �... ),� T3 fry 0• � -\` . pSTfc 37 33 CONSTRUCT 18" RCP STORM DRAIN PER RCFC & WCD SPECIFICATIONS TRgC �I�_ >3g 2" q• 34 CONSTRUCT MANHOLE NO. 2 PER RCFC &WCD STD. DWG. NO. MH252 BO(JNOq - __ � �. __ - a T+0 S6f RY _ �\� 6q+p0 a- \` �,%-, 12\ B£CTN AO`LTNf` 33 35 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC & WCD STD. DWG. NO. JS227 \ ST RM DRAIN O F _ ,s - -�_ L+qA� o , - 30 ��` Tpf @�?` 36 CONSTRUCT MANHOLE NO. 1 PER RCFC &WCD STD. DWG. NO. MH251 o.o � AS ENT x � J Tq �esi `--'d •�7QN - '----_ /g C \ �C$qo a 3 M 37 CONSTRUCT CATCH BASIN NO. 1 PER RCFC& WCD STD. DWG. NO. CB100 \ I' °o° 30 + 6h y 9 / \ \ N ' A - o L'0Q.-H"02 I o 's 38 CONSTRUCT CONCRETE HEADWALL AND OUTLET STRUCTURE PER DETAIL ON SHEET 11 R STq.34 NHS _- ^+ PROPOSE 96"CIP�P R O\\ g-Sr GS `�4 N 3 SEPARATE STORM DRAtN., -�.. �Q' Srq �p FOR PM 30962 UALITY BASIN �\ 2u co a PER ROUGH GRADE \ \� N� Q NOTE: (*) THE PROPOSED UTILITIES SHALL BE INSTALLED UNDERNEATH THE STORMDRAIN PROJECT BOUNDARY =-� PLAN "' h y AT THIS SPECIFIC LOCATION ONLY AS SHOWN ON A SEPARATE WATER \ 34 s�A�qF AND SEWER IMPROVEMENTS PLAN. UZSl.� \� \ J 1 incn= ao tt AS-au I LT 40 0 20 40 Bo 16o GRAPHIC SCALE(IN FEET) p =0 p @M NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY. 0 190 s- a!i¢zoos CERTIFICATION: off Hq� CITY OF LAKE ELSINORE SHEET: R'�"� TRACT NO. 30492 ,30492-1 & 4 (�mo o "TQoL(I= THESE PUNS HAVE BEEN REVfEWED FOR COMPLIANCE WITH THE cw,�'�p�r �'�m CIVIL ENGINEERING APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY rr No.29242 A LAND PLANNING STREET & STORM DRAIN OF: 1 1 o O O AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING enew:3-31-2007 * 1181 CALIFORNIA AVE.•STE.102•CORONA,CALIFORNIA 92881 IMPROVEMENT PLANS enoo o .�c.E.NO3 o DATE Jl �Q 90 ta4 FAX(909)280-4150 STORM DRAIN - LINE 'B' FILE No. TWO BEFORE YOU DIGYs 9TF OFI CIAL1Fp('� RCE 29242 03-31-07 JOEsEP74 HARTGEU LICENSE NO. EXP. DATE W.O. FOR: F.B. o k Nirk yYactj- k it A 5- 3e oa