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HomeMy WebLinkAboutTR 31920 RGP_722.19 - - -- ----- -- -- -- -- -- ---- -- -- - -- ----- -- -- �`k s, t / ROAD � _ - Y - 253 CONSTRUCTION NOTES I � ' `M EROSION CONTROL tea. ----- -` INSTALL SINGLE SANDBAG ROW PER DETAIL HEREON. I MORE DETAIL INSTALL SANDBAG ROW ON UNPAVED STREET PER CITY OF LAKE ELSI 24 INSTALL SANDBAG CHECK DAM PER CITY OF LAKE ELSINORE DETAIL i I i \ 'jl IIII�III'I I �� I ,zs7 u �' PAo:271 IAD'4271.9 Ins - III zw �t � I'I II III _ s IIIIII III I I IILEGEN I, I I2a9- �Y' } I li.. I I I I \� P. I I i I \ b P'�862714 ® SAND CHECK DAM ,II��II�II�INN�I \, 2J 1 I I •OOOOOCDO• SAND BAG ROW L7 TRACT BOUNDARY €f 7 Iry i I I, 4II I / \�\ 87127,.2 , I RIGHT OF WAY P G LOT LINE ri I 11 I .,0. 17N I ,q{ I iIII II ,:III�IIII�: IIII II Ij I \ \ \1 'I I P, �:z 7p I I I � �� TOP TOE OF SLOPE g 1250- PROPOSED CONTOUR 1270 EXISTING CONTOUR ' 1 / ' 1 III i �, • EXISTING POWER POLE �5� w. 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P 5 1 PAD=1269s ." �� 23 `11 35 �, / 23 1 8 686 34 - _ PAD=1169.8 �/I/ 58 /24' / 12 24 PAD=126fi.5 21 I 1 PAD=1266.5 / PAD=117},0 // PAD I I 1: � � PpD_1266.6 PAD=12 A t {I 55 �/ 21 �' 1 / 1 -_ PAD=126 8.3 72 PAD=1769.E i 1 , / I O I / 30 Pao=1769.0 56 / �4.��j I I PAD=i16s.8 i 24 PAD=1270.0 7� /'. I I PAD-1266.5 PAD-1266.5 r " p 13 PAD=1166.5 PAD=1166.5 r i PAD=1268.6 r I 6 PAD-17 68.1 P� 1 29 I 37 0 r l 24vAo-rzs7 , PAD=I266.8 /� 1 I rl I � \\ f \ PAD=6702 66.5 1AD-71 fis5 . -- 211s6.5 Pa0 2i87 s7J 55 PAD-411668� P�_12 68.5 PAD-1266.5 56/_ , 2szr i PADr j -.z6e.7 9 PAD�\ � `� / � / s � ` ' / 1 J I,; - / PAD_1267.8 PAD=r2s6 PaD=1267B _'� A; r r+ 24 Pi PpD.1267 PAD=>2676 - /%/-/ , PAD=7266.8 'i / .1 �� ` PAO F2677 1 r� PAD=92673 I l l I � D 0/ PAD 8 ((L��� PAD=J66.B ` J�' , l ` "��`- l l + 1D lI 55 0 :P�n 2 / / ;�i PAD' A / 7 / 1 ``�` ` - PAD- l 1 KEY MAP ', L r' Q1 /J/^' p / _ PAp=1166.5 21 / 7 PAD=t2676 J - 6 y / 1 �%. - , PAD=f266.8 , /®/ TJ/ �� PAD 2 40 2b z / 2 1 68 / =1 D 528: 0. 1 PAD=1267J PAD=1266.5I � 6 1 56 ��- ,/ PAD=r1s `I` 41 / r I Ap_I268.6 I -- ® - -�\- � W 9.9 ��/ P /; m m PAD=1168.J 3] N16 58 1 r, 1 / :.; \ hTv3p1� g / Pao=126B.I I PAD=r1B7d 12 o /�.;, / 5 %A _ I' 55 , l 1 46 cu / / //' , PAD=]?67.5 1 PAD- / r/ 1 6 / - �- N PAD 4116B.9 /i (r/ PPD=1268. ,®®:/ P,7Ds1268.3 41 17 1 / 126 89 PAD=1268.5 PA059 / 1 ' �� ©6 /l 1 1 l; PAD' 41 69.0 a / 4 1se.o s. I I r l i,` I l \ 2 l PAD• 3 E EET No. 2 a REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: ��pp WILSON MIKAMI CITY OF LAKE ELSINORE So ENGINEERING GEOLOGIST- SOIL ENGINEER; OWNER- !!D� ID/8/99 eRolEsslo' 1"=6D' ��7 / � NEBLETT & ASSOC., INC. NEBLETT & ASSOC, INC. LAING-CP, LAKE ELSINORE LLC ���r►7/ -��d5 VV CORPORATION SHEET ( / 0. 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL y e s� SCOTT . 9884WILSO DATE DATE: 3 PETERS CANYON T. 949-679-0090 EROSION CONTROL RCE N0.49884 EXP. 9-30-06 HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 225 i No,-4 A 12/7/04 SUITE 110 F: 949-679-0091 OF 28 / LAKE ELSINORE, 92530 } E.P oa>a� * THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE IRVINE.CA 92606 SOUTHERLY PHASE - cq (714) 8404286 (714) 840-8286 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: _ (949) 567-1900 MARK DESCRIPTION BY APR. DATE Pl�� C7V1L � THE STATE LAWS,AND PERM T CAN BE ISSUED. RIVERSIDE 1R�HMARK NO. O E E70.EI E 1279.829. BRASS MISSION BRAS DISC IN CONCRETE POST 72'NORM OF Y MIERSIMION OF CORYDON STREET AND FILE NO. g Of CAl\V o¢ /I�s DOSS OF BEARING'. TENTATIVE TRACT MAP NO. 31920 �� DESIGNED BY: M.WEBER DRAWN BY: R.PENA Q CENTERLINE OF CEREAL STREET.BEING N5TS2'48^M,BETxREN MONUMENTS 5 AID 4,BEING THE CEKrERUNE INTERSECTIONS OF CEREAL STREET AND i DATE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP. -30-05 CITY ENGINEER DATE sraNEMAN STREET AND CEREAL STREET AAD CORYD N STREET, Vi