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T ��-- ( r II I"'N' 9 54 SCALE: 1"=20' - _ STA. 14+64.22 PRESTNTCK STA 10+00.00 PRESIWI iihl W=12.I PAD=1269.7 1 I STA. 12+54.20 ST.ANDtz Z STA. 11+B4.79 EC � , 4 � � - 27 iJ'RT cn l 1` 8' I 1 1 LINE TABLE ! j ti e' ° `� 6 LINE LENGTH L BEARING y 1f 6-0" 8-4" 6-0" �`� " - , l� W I t, _ DWY I1+49.50'g L1 3Z49 N41'23'04'W ��"�" N ICI("��� � L � �,�� b �1 W=12.0 L2 30.66 N43'47'10"E y1 y f- b "P 1 �� K 55 '�cam','' "�L� b�,' �[-' 1 i..... i il' �� i= t O jW = o c 4 I `-- I Ill „� g 16 � -, a I, �EE \�� PAD=1270.1 ^fib ' $"�'� $„�,�m II , �`w'S �',,, C� , �'� 1 I II o�+.o �3 Fa b + NN �NN 1 `... "i I�AD_^'2 (�d J ' -.. ^� � .�,.�3 1 Q CL O ^�b + �b ' -.._. "I' 0.-W C,... IN O O� ;V N o �G .. bb V I III ._' .- 1 1 1 I'ii �! I t__ 1� �A =1170.4 9 2 ' : !4 s I I 1'a I ��o ,; ^yi IIE� PAD-Y270.5 \ 58 s 57 I 9 Lar"B-2 I i,i i F'FR=17J1.0 D n Z� ------ N 10+71.91 PRESTWICK eJ LOCAL DEPRESSION fs � sTREET�oonsrAucnoN NOTES SCALE: 1'=20' io-CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. NO 200. oSSE:/-- 4 \ 2O--CONSTRUCT 3.5"A.C. OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. N O -_- CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD. NO 311.CASE"C". N CONSTRUCT SIDEWALK(WIDTH=6)PER CITY OF LAKE ELSINORE SID.NO.210. cd ROYAL TROON O-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO.2140. ©-CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. NO. 501 (9500 LUMENS). a, �AND INSTALL C/IY BLUE LAK�LS RE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS L BD--INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO 400A r go--CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STO.NO.207. WIDTH PER PLAN. -- H cl� REVISIONS: PREPAR UNDER SUPERVISION OF: *ASBUILr PREPARED BY: �A WILE13N MIKAMI CITY OF LAKE ELSINORE i pROFESSlO CORPORATION 7AACT 3�BQp-7 Ol O W.I 'J'�-I,3 RCE E%P DALE �T�� ,PLANS AN SH�T 3 iT�`'�� /( �" REVIEWED BY: 3IRE'10 CANYON T:B49-679-0090 5 a h o SCOTT . 9884WILSO DATE SUITE„O F:949 679-D09, ROYAL TROON AND PRESTWICK _ _ RCE N0.49884 EXP. 9-30-14 IRNNE,CA 92606 � - ? o No.49884 a INSPECTOR DALE BENCHMARK: L R THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RIVERSIDE BENCHMIRI(N0.BM E-3-70.ELEV.1279.828. BRASS DISC IN CONCRETE E"p,06/N/14 'f APPROPRIATE CONDITIONS OF DEVELOPMENT AND CITY POST 7P'NORM OF Y NTERSECT pI OF CORDON STREET ANO MISSION TRAIL. 27' �•� 11+(i0.10 8 N *f P SCALE: AS NOTED EAS OF THE CENTERUNE OF MISSION TRAIL FROM STA. TO STA. o °e O O ���J=�0 0 0 I, OF Cp`\p � THE ST TE LAMS AND PERMIT CAN BE ISSUED. ( BASIS OF BEARING tO+OO.00 11+73.17 §H-E-M j Ca1YFul NbNp Dqt MAEq'Wb DESIGNED BY: KAM DRAWN BY: KAM 07 pt y7J CENTERLINE OF CEREAL STREET,BEING N575Y'HBYI,BETWEEN MONUMENTS 3 AND 4, DATE: BEING THE CENTERUNE INTERSECTIONS OF CEREAL STREET AND STONENW STREET W.O. FOR: F.B. 'fJltOO. w CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON KEN A.SEUMALO R.C.E. 56915 CITY ENGINEER AN