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S TC , �\ a,�5a p 3'" - 3 o S4s 1 Tc w 6 1 17 5 h r�s o l 5 �,ao o �. fA m 1 c 9o.a8 W 549.3 N c�o1% 548.7 546.8 w W i °U/m Q L� �1 3 0,. o / 32 7I'', 5"to ' u �� W U) I^ a 20 / o m� 35 I 124.59' nSG 11 ac8 `pi94.63' _ I ,1�y5 18 -� 546.8 //^ I 545.E v Sa4c aT w hkao q 9' `�� 545:6 48 �I tc + c 544:5 d I� _4 S 5i. .. '',... � °1 r.. 546.8 19 _ / V� I 108.76' o yNnGp n2.73' � , 544.5 REFERENCE DRAWINGS: \I . °� - $49.8 w •o � "-�` "'� �1 \ � � --'i �--- /� - - rn � � �- \ � _. STREET IMPROVEMENT PLANS: P.M. 30962-CANYON HILLS ROAD & i 3 _ ._5 1 _ _ - ? / > I� � ' � N � HILLSIDE DRIVE 6 \�r (G 8 T8 549.E t\\�6rc / `���l9 Im 45 \ a G,8. CJ o- 34 0 \\ �4 5'C - a TTRACT RACT NO. 30493-30493-CANYONI HILLS ON-SITER e0 c o� �� 4%/ , s\ N a - T .6 ^ 545:9 N_ a a, e -// -- Ly G D -'- �' - SEWER and WATER IMPROVEMENT PLANS. \ 555 7 1 --- - ---- C { -_ - ------ - --- P.M. 30962- AD & \ SSL.6FL 1549.E S --�r- - - � t43:A�----- -- -------- �1�2`- 14t:7� _-156 2;1 _ 7� 1550 CANYON HILLS RO • 6 HILLS DE DRIVE 1555 5 O.OF - TRACT NO. 30493-CANYON HILLS ROAD _ `549.OFL ---- 551 F 551.OR 2., 547.OFL as. FL -._. HP -. 55t. TRACT N0. 30493-1 THRU -9 ON-SITE - 551.OFL ....._._... 1560 - ------ - _ __--_ - - STORM GRAIN PLANS. TRACT N0. 30493 o t2RW - __-- ----- ------ - - 1565 2:1 2:1 \ n 6 s �V' �r m 1---__ ,85+00 ..� _ ,c ..� _.. .. :.i.. O $ CANYON HIL _ rn mac, Tn 62 rc ._ �cD - w 4� so - --_-� as+oo LS ROAD " . e, rn I -- NS AND DETAILS. 87f00 -BS+,OO, E9fiII0 '._.__.._._ _.+ S --- -- - ; _ 91T10(T --- -`- "`- `-�91+00 ----92 00"`� 93+00 _ 2. ADDS OOT 0 FINISHED PEAD,OSPOT AND STREET GRADE ELEVATIONS. z v m g q - - - - - 0 R 48"9SD_ ... ' --- - fD B 12••W 570.7 a a _ - �_Sc _ ,�o T2 III 8 FL q _ _ N_z C3 1570 --- __ - -- - -' Own- 1575 - _- __ _- 2:1 1575 \\\ - /// 1.5:1 5 - n 2 �2: FL { ------------570.0 i /.. 3:1 5 FL'.... 564.0' 1600FV > - FL BASIN BOT. FL 1 FL - 1 _. '..� _.---�� �\ 1so5 sa s o 010o=39.0 FL >\ FL - GRAPHIC SCALE 12 08.5 161 ••.y��_ FL ��� FL 2:1 TO 1.5:1 16U" 1 w to 161 g '� '•3.5 -.. 150_.\\ /�0 .-.. - 595.5 SLOPE TRANSITION 41 - - iFL/HPb1_. - - - - /\ 0 ( IN FEET) -. : R1/HP - - 91 _ I inch= 40 tL p e o p N0. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: _ eaoFESSIONq� _ CITY OF LAKE ELSINORE g ALMU 2 CERTIFICATION: �e� e�H H1RrFyQ BV ENGINEERING SHEET' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE CIVIL ENGINEERING T.T.M. 30493 a 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.29242 A LANC PLANNING OF., 19 G a LANE)SURVEYING o O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. enew•3-31-2007 * 1181 CALIFORNIAAVE.•STE.102•CORONA,CALIFORNIA 92881 �`41 5 !� ���'--� *s, ��_ ROUGH GRADING PLAN FILE NO. TWO WORKING DAYS 6 KEN SEUNALO, R.C.E.NO.56915 GATE ,q��FI CA`t10� (909)28047 FAX a T C'` RCE 29242 03-31-07 BEFORE YOU DIG 7 JOSEM1 ARTG LICENSE NO. EXP. DATE 1 W.O. FOR: F.B.