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Home My WebLink About649-10 SEE SHEET 11 o 6 o M � m of o CONSTRUCTION NOTES: _ - 35 3 372 369 368 367 366 365 I �" 1 361 360 I� 359 I 356 i p 355 w 2 0 O 6 20 I w w « 358 357 I N 1 CONSTRUCT INTERCEPTOR DRAN PER DETAIL ON SHEEP 3 I� 371 377 364 363 362 I zo' s 545.3 v 545.7 9I �� 546.E I 1 553.5 557.2 1 561,2 o- 542.2 54 .5 542.7 54 .0 54 .2 543.5 54 .7 544.0 II - 548.3 I I o- • � 0 544.2 544.5 544.7 I I 0 I 550.4 1 I z CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 3 I n60, II So-CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 3 III 5``a`' i 11 - I I I I 1 LIMI 6 CONSTRUCT 2' WIDE TOE DRAIN PER DETAIL ON SHEET 3 PAD LIMITS - - 03 PAD - - ry^I ,s ce ya I2, - - -9 -� - \ Bo-CONSTRUCT DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL ON SHEET 3 49.50 _ 49.50'� 49.50' 49.50' 49.50' 49 50 49 50' 49.50' 49.50' 52.71' µ 1 p _ 37.0T 4 00 ' 51 50 51.00' 53.30' 19.38' 42. INSTALL 'PVC N N 3 0 48.00' 20 11 ST LL 8 C SDR35 DRAT LINE - - r l y,�c -- - 52- o _ - - CONSTRUCT DOWN DRAIN TO DRAIN INLET TRANSITION PER DETAIL ON SHEET 3 8 �� ^ - '.� N 6 ;,o.�J da G �, 5d6.12FS PIPE TO CURB OURET CONNECTION PER COUNTY OF RIVERSIDE STD. 308 ON STREET PLAN m 4.o-o•hG ._ o v� _ '`G G "^ ^hG 0.57-.__..b_1G _chi- G __. 2G 1�'_... O__ �, a G v'� 'ho__ Z 17 -__ _ __- SG 1G__ �_SG '�- ^G a y 7-0 1 1 - TNT. o- -- --- 28 ` 0-S 2D 24-- 23 y°i ..240 0.57 -<}' �25 27a� ,3/ „� B - __L _._ t.-_- -- - -I Q W - -. _. -_ - -_ - - DEERGRASS=+� ^� 84'0 SD ¢ _© WAS SD _ 'L°-' - >y _. �0- 1_ 78"0 SD y'S va � -'w_. a .: -._-N_..... ..._.__._ .__.._. _.._..-. _._�- a - .f... 44-.__ _.__. 4 ____ -._ k __ _'. k - _l.--.. a'_..___.._. •. "�._... G 4. " ___._..__.._._. G-:- .:_...:. [ h :[._..._..._. -.h - ._._.may- _ ..._...._ y 8W - 1G 1 „ c 9 G 8W 5 c .. ? Z 8w 5° �G 1t 8"wh +s GBW t.____ __ °i -- -- - - GT 1541�8FL. _ ._. 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I i,. \ a G ba•G G 0�93% t�-,oh' ._a�`" y'h i N �, ._ l 00 14 550.3 1 „vB c7 I- 4/r�Ba o _ . . ,5aa16 TOYOIY oa ^o_ yo sAP-I oG COUI2�- `.TSx I 109.55' :1 35.50' 474 AD LIMITS W Z a\ - W h/' ,. h_ 113 !j L- _. y T sy hyG rP a \/ �?S _.. c g� �0 '? b. y,t 0 G-B=DW -h __O-y�G _ q, 8.DW _� 20.9 of _ _ 47 W y°1G vy°1G yab c Tc 6:53'. - a o I 9 0 M\ AROsq a c.. Z 3' 32 d3 -.-17 - -. _ __ - --- r^ _.. _.. 7) _' "-3656- 43.29' _ 47.00' ,,38.$B ...n's 6`•'� o ti' Fg�7 -t01 �•(G 26 7 ---,.0. co N m \ G _ _. -50 �l 61` .-_ � 36.50 � 14;15' _-_.- r+q� h �' \ a - _ ---- 1c_._�R �, Sc W 544.3 / I 545.7 2.4e' AD LIMITS _ F- _ s' /..-..� _.-.. ...... _......_. .._._ .... .? � \ � 2G ;.� 12"DWres„ s 6"O�Sb 5-`riLu W / ? 36.32 - 9g_ ...-. 33.04 F .._ / tia -- _ -__ - - . \ \ 1.39'46.63' -_.-- �sa _ N n 11 y \ 91 asss 49 I 62 .Iw \ 55os 24.,4 23.34' 63 s w 64 65 N 66. N o �c� 70 ��\ � REFERENCE DRAWINGS: 546.0 546.5 547.0 _ r -I B - 9 67 % y 546.5 '�'� 9.2 I I STREET IMPROVEMENT PLANS: P.M. 30962-CANYON HILLS ROAD & 1 .. \ - � HILLSIDE DRIVE -......68 6,9 '�� mi .._ ry'_... - 551.0 $ 93 VI TRACT N0. 30493-CANYON HILLS ROAD $. 4, 3 Q19o=..4- 548.0 548.5 m 551 5 I .� 96 TRACT N0. 30493-1 THRU -9 ON-SITE rk4� ` s Ar �.° 9 - 552.5 - \ _ I m -..-..- -._. 12 - _ D \�^. 01fq .66 ---._.. - - ....-_._. _ I +�- 552.9 _I SEWER and WATER IMPROVEMENT PLANS: I 6-..._- L2_1.L,_ ....-_ ro 2.6 �-- - -110.%6 ---- --- -.--4$13- -?Si' ..- .- P.M.-,- - D _. I rn o P M 30962 HILLSIDE HILLS & 2% 555 - F _ °__...- --- _-12 -B1A�-- '-B89 I I _I TRACT NO. 30493-CANYON HILLS ROAD 6 I 551.OFL -- _ 549.OFL - 547.0E - - - - --- ---_j TRACT NO. 30493-1 THRU -9 ON-SITE 1560 1565 _ -- STORM DRAIN PLANS: TRACT NO. 30493 -----_------ 2:1 547.SFL 2:1 55 _ ------- 1570 - .._. ..._ ..._. -__ -� _ ., - - - HP551.6FL � 2:1 5 A _ - - - - -------------------------- - ----- ---- -- - .... R/W _.. _. 3.85- _ B RNt__..- _..._ rc D 1�.� -_� - - I- �- n -- --- - o NOT 2 & 3 FOR SECTIONS AND DETAILS. n CANYON_HILLS ROAD._..-- z _ --- ,,,__-- _..----.... __-__._ -.--- _._-.- _:-.- -: -_--- ---------- _. _ 2. ADD 1000' TO FINISHED PAD. SPOT AND STREET GRADE ELEVATIONS. - 954D0.__. H6}DII 97OD_-. �8}00 '.._.. 9H}00 10Q. .,c... -- -101+00-- II CA _ =-...: 702-}UO": -__I :. O_i�1II3}00.-_. .. oo DOWN.DRAIN"TO PIPE 24"=RCP _._ ___ _ _-_ __ ..........�n m__. _.__ 570.........8 n.N -..n -. - CONNECTION PER SO PLAN _ - 3 m -12"W-f -'.�_-_ .__ :.:._ ......_... - m L .jG. --- a60. 4j6 o - --__--__- _... ___--- --- - -- '� -- - 1580 1.5:t70. - - --- - /` vim 5875 __. 5845 589.5 _._.FL --Ft- .._ 1 -""FL 5 Foos - FL 5�0 36 GRAPHIC E - GRAP SCALE I600 1, u a w FL a FL 1 'r 4.5 �s f. ( IN FEET) gk FL/HP -_, a. --- 1 Inch= 40 1L ND o 4o O D zmer/m N0. DA7E REVISIONS APPROVED BY DATE CITY SEAL QROFESSIn PREPARED BY: CITY OF LAKE ELSINORE 10 G pit CERTIFICATION: hu�eH ART�� BV ENGINEERING SHEET: 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �' cF` CIVIL ENGINEERING T.T.M. 30493 a �` 6 9r� 3 Na.29242 A LAND PLANNING APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CIN OF. 19 o LAND SURVEYING o •� � �Q Q 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 5 p Renew 3-31-2007 * 1vil181 ygpgi SAVE.•STE.102•CORONA.CALIFORNIA 19 92881 �`•4 o�r/¢ s, ROUGH GRADING PLAN FILE No. o gTWO WORKING DAYS 6 KEN SEUlIALO, R.C.E.N0.56915 DATE gTFOFICAUFG�� RCE 29242 03-31-07 b� ..a D BEFORE YOU DIG 7 JOSEP74 H RTGE LICENSE NO. EXP. DATE wo, I FOR: IF.B.