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HomeMy WebLinkAboutPGP_0006 MeVICKEH , CANYON PARK ROAD - I JA G= - 96 _55_2°ii °E_706.91' En -__--__: ---_ ----- --- ------- - an 109.99 - TC TC TC TC TC TC m 9 75.00' 61.00' 61.00' -- 65.00' 66.00' 20.34' = L= 19 98.90TW 88.0 79 3 752 FG 97.577E 20 8 � 88.2 FG G3 84.6 84.3 25 FG 9F8 21 $ 9 G6 9FG o FG 2 go 8 FG FG cn o m m p ^J/J� CO '�... -2'•I.I - m �.� 06 Noi 22 p Q � � oi 24 N HP 101.57TR 98 0977 GL Q rn' Pi- co 8 p, 97.57T - - 78. 9,80.7 y PLAN CL FL Y f �-_ 78 6 78.5 .q © FL F f'I; 90.5 7 839 83.3� PLAN 48R FL PE- 46.9 a qy 3A HP FL FL B3(o 1 PE-*15M4N FF 4 PLAN 3AL 1 87.3 gay N4 FL FL PLAN 2AL FL 74.3 FF=181}6101.4 6.00 89.9 fE PLAN 3BL 8}2 gip PE=7 2 78.a 1 FL 5.�' PE�3564q. PLAN 4AL �e 4 5.33' 95.30 W FF=9<rS�•3, A0.1 NP FL 83.5 PLAN 4AL FL FF=393-ia.v 5.00' 5.00 HP PE=94:3 9Lu FL PE=87.9 67.�o FL PE=84-83.9 6.00' 1 8.39' 0.5' DF 0.9' l 93.307E FF�Ba11.6 FF�&4�'SL 00 FF=84 7$4.4 15.00' oe.964 8 FG 46 �}73 FG 96.63TW DFq D� 9fr' DF 14.5 0.4'DF PLC GF IOI FL G 93.30TF 4 FG 1 12.50' 0.5' DF O o.P$ DF I.0' 5.00' 1 13.80' 98 E FG 6.70' •v + 0.4 98-1 FG 98H -8:B'•DF 13.50' Cl 0 DF FL 5.00', 935939 948FG 0.7' 93FL ro rn- GF 9 -� qo.a o,o FG 9 DF o' 86 83.9 Ki DF o.y' p 47 DF FL I FL �:4' DF O.Z ti ! GF=94.3 91.0 87.6 FG GFZ 38 6 FG 78 5 � 94.6 FG FG o ti I ¢�No ae4M.S GF- 87.to GF78A rnv 9 $90.FL 86.7 FL 8FL1 FL 77 8 7�.3 o'Drn� / 31� a�I 3¢l �9$ .'1 �• $c9 8d.3 ae FL/ \ ; L 58' c� o0 o FL a i FL 1 cmn,m O^'rn t0 _ voT,.1 I mo "4 O I /. p� won N_ O ^� N^ M p �I M [� o tO ID Ol Q ZA L�17 ' 7.71 N `-'V 61.OD' �r U r 65.W' N N .m-U 66.W' .�-i U 3 68.OD• N N 71.00' i 97.82T - 93.307E --- - ---- �--�p-- - 98.82 97.02TC G] 93.59TC 92$9TC v 89.87TC 88.94TC o 86.09TC 85.13TC 99.11 98.23 81.99TC 80.94TC r o c m 77.47TC 76.39TC m 72.71TC .907Fi .m~ �� m~ m~ � ml- ^r- NOTE: RETAINING WALLS PER SEPARA PER S52°1136"E 610.82 5.7sx �� T, ' 0 6.67% S52.11'36-E 61o.e2' 3 1� LOT 20 4.6T HIGH MAX . L=9T � 12 13 14 15 LOT 21 3.33 HIGH MAX, L=64N 97.30 sill 4- NIP o� o m Nc, - rn 924TC 88.31TC m 85.29TC 84.39TC 81.19T 76.72TC- 75.65TC r TC rn�- - -------- - -- Ti 59 8/6' ^o v��{ o ^0 63.09' o g 0 7020' N o 65 30' o o 0 66 r37' o W o 69.00' o mz0 ��N �^ ae N o m� Qo� ae cov N -� \ �<o E� _ i `�' ii.. �959 �" / ti � FL 89.8� " ° l FL �" -kl 772 89.6 FL FL 61.7 FL 81'� FL FL -93$ 86.4 FL 84 9 7(0.7 cu qV,g GF - FL GF=91.1 CONSTRUCTION NOTE w 1.z"� DF `► 0.3' 1 sF a.� FL 0.4�= 78_2 0.6' DF GFS 7.z DF 9 6 DF o'5' 0.7' FL W57.Yo 95 8 FG 0.3' OF 90B FG t 3'OF DRIVE APPROACH PER MODIFIED RIVERSIDE 5�v '- -' FG FG CI 6ss`'DFo.2' FG 82.3 FG 9!9' DF 77.8 FG O1 "� 1 IVd 87.0 FG g7.3 $z 5 FG COUNTY STANDARD NO.207 ON SHEET 2 5.00' ' 14.17' p81.9 1520' r 10.59' 5.00' 0.7' DF 12.B0' 5.00' 14.4 1 f 1 i 90.4 FG 1 1 0.8• FF�J5� 9S.y 5.00' FF 6"8T1 I 13.80' izw�89 FG pE-9L• -Q4.4 FF 91.6 FF=97�97 3 PE=87-:5-ST Z 83.� FF=B3 4 �8.7 96.4 PE�36:9-468 PLAN 4M 442 } P&G 1 2 82.b PE=82.9- S�I° FF=�- 5.20' PLAN 2AR 1 PLAN 4CR8 r 82.2 82 2 1 PE=78§ ar;.s PLAN 1AL 1 9 L 86.s FL FL PLAN 3CR FL 78'2 o� FL 1 9Efi41•'H q 1 W4.fe94.9 ) 90.4 1 0 &.b$7-2 77.8 PLAN �R 78 HP Gt FL �� FL 4 SNP FL+F 8�.3 92f 82.o FL FL -}}� +IP- FL 15.00' > m o HP v9 GL 38-2 x - s 17 95.5 95.3 16 912 15 87.8 87.6 14 83.2 83.0 13 p 95.4 FG o D S 18 9FG p8 ➢. FG 5738' FG J��e FG �S7' B GB FG 5797' ft�9 FG 1 58.74' FG FG fr,� m 22 G7 b J 975 �19 FG Q om" 7 9.3 OPEN SPACE 3 FG 4 313 CERTIFICATION' 1959.0 1956.0 195�1.0 0 12 al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE - 1965.5 F962.6 74.9 1960 5 FL FL FL FG WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT 1986.0 1973.5 FL _ $ AND/OR CITY AND STATE LAWS,AND A PERMIT CAN FL FL FL BE ISSUED. ----- GRAPHIC SCALE 1"=20' AS BUILT KEN SEUMALO R.C.E.N0. 56915 0 20 40 60 n O NOTE: SEAL-ENGINEER A_ e E R r A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET N0. WORK CONTAINED WITHIN THESE PLANS I ML T s �f W,j�I,J`BB 3788 MGCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA G DA5 e I I\, SHALL NOT COMMENCE UNTIL AN IAv/07 DML REVISE ELEVATgNS ON LOTS IS-15 6 22-16 RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM 8-95-63 TRACT NO. 32337-1 111UUU111 JJL\\\1�1�1�T ENCROACHMENT PERMIT AND/OR A S/S/07 (_RR a ED FENCE C WALL ON Lots 23•ZIB S tl1 �'µ�N'Of A S S 0 C I A T E S ELEV.= 13B1.72',EST. 12/95,NAV029 _ GRADING PERMIT HAS BEEN ISSUED. aTt o (951) 686-1070 f CAYYEETED SLOP£ON(I7ES 7079 .�, a 7< BNGDiBBRQN6 TANTS DUL iW0 WOF]ONG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR O 1 GIR 1 LOT 10,11.12 6 27 FRONT YARD SETBACK CHANGED ON BHT 4 NIL LZB62 PRECISE GRADING PLAN " BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILTIY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS EXP.1e-M-0e � � LOTS 13-25 OF 12 SHEETS YOU DIG YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE +r clva PREPARED BY: R.C.E. N0. C68602 SCALE: *ou iNEE 1-eoo-zz�-zcoD FOR: W.O. FILE '- UNOER ND SAME M W FOR APPROVAL BYTHE COUNTY. SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY ��OT e DATE 01-29-07 EXP. DATE: 12-31-06 H: AS SHOWN v: K.FIDVFNNIA1f FOfECAST 04-0401 FILE No. $qL•I• O1C-41IZ/o7 1-1 jY �t 1 �N PLC v7Z-bm6I.ol