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H 0 A L 0 T LOT GATE LOT WALL TUBULAR STEEL FENCE TW MIN. TF MAX. FG TW MIN. TF MAX. FG ee C ale-164le Apprwiftl 74.9158.23 114 568.0 560.0 560.8 114 568.0 560.0 560.9 I 67.54 69.00 V2:-80 115 571 .6 563.6 564.5 115 572.0 564.0 564.6 I 116 575.3 567.3 568.2 116 575.6 567.3 568.3 568.33TW 1 t- -581.OFL 559.5FL 567.OFL I 1 575.1 FL HP 117 579.3 571 .3 572.3 117 579.3 571.3 572.2 563.3FL HP I HP 1 HP HP I 570.7FL I HP HP I 1% I f LI 1% 1% HP i 1 1% I 118 584.3 576.3 572.3 118 584.E 576.0 577.2 D 580.6FL559.1 FL 1% 1% 559.1 FL I 1% 1% i 566.6FL I 1%- 1%' I 574.7FL I 580.6FL i 0 i 562.9FL 562.9FL i 566.6FL I 570.3FL 570.3FL 574.7FL I 0'DF I WOODEN 130 587.3 579.3 580.2 130 587.3 579.3 580. o o I 0 DF i0'DF ( i i I FENCE 581 .3 573.3 574.3 131 581 .fi 573.6 574.4K1'34 I 0'DF 0 DF 1 1 I 130 4co CIOi131 13 K1032 i 3 11151i1I24XBo.2'DF 3 569.3 570.0I i i 46 3C I o DF 4A 1 I 132 577.0 569.0 569.9 132 577 m C FF=564.17 0.2 DF 1 0.2 DF ( 575 97 I FF=581.87 1 0 12 4 PAD=563.5 1 2 4 FF=567.87 I FF=571.57 0 2 4 LOT 12 9 o FF=560.37 I C 567.2 0.2 DF PAD-570.9 I o PAD=575.3 0.2 DF ; I 0 DF PAD=581.2 O'DF o PAD I N 133 573.3 565.3 566.2 133 573.6 565.6 566.3 559.7 N 1 0 PAD=588.61PADIcv1 I N I m 1 I o.4'DF (I N N 0.3'DF 1 2 4 I 0.3 DF ° i 580.2FL GFF=581.54 I 134 569.6 561 .6 562.5 134 569.6 561.E 562.E z m I I 5FL I I 1 GFF=574.97 (GB I oFF560.04 562 FF=563.84 GFF=566.87 GB 566.1 FL I GFF=571.24 i 574.2FL 3 I 0.2 DF 3 I 135 565.6 557.6 558.7 135 566.0 558.0 558.6 D BLOCK WAL'PER I O'DF 3 1 0.2 DF w 3 I GB 3 3 I GB I 580.1 FL 1 ss SEPARATE PEF MIT 2 4 558.6FL 6. 0' N 562.4FL 4 DF 566.1 FL N I 3 DF 574.2FL GB NOTE: ALL WALL FOOTINGS TO HAVE 6 MIN. COVER 5 GB I I GB O'DF 569.8FL GB I GFF=580.37 I 0.1 DF G 1 GB GFF=566.70 GB GFF=5 i 0.1 DE 81.29- GB i PHASE 12 DISTRIBUTION SCHEDULEN 2 GFF= i 8 5 ILWIK N---559.GB S 1 50'C1 i cuf__570.99 I 5 0 DF N 2 8 565.66\ 0.1 DF I 63.59_GB_ 5 569.8E 2 I 00 GFF=567.54 _566.49GQ GB GB GFF=575.574.60GB l o PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL TOTAL C LIP, 00 558.5 GB BV 5 m BVBV69.00 BV72.80' 74.80 B67.50 B V 67.5024.01 44.35 lb57 .3QBW L5"/S. 3BW 57 .6BW`5 1.7 BWLr557:8B 1-Y . 568,9BV L 5-7 11 135 1 1 555< L 559SBW . " 56.1:3BW t 562. 5BW 65.fW<_5 6.44B V . L-r- 2 A N N A N N A _J N It c000j; t- co W V---00 0 1.- ix cr ei In Go ccj 0 bo co CN 570.08 co A S0 WAYf%f+ co RIM Ld M)LL1 B2 i o 1 c011r7 n 1 N 6 p c6 p J 1 p P H A.E 12 - © Co- M_ PHASE 13 ON LOTco r4 co co OINDICATES PLAN IS REVERSED co cv r-- M J M J J Li 134 1 1 0 0AMW 572.94BW" : 57`6." B 8.7 W V ,2X1v1v- 130 0 64:87BW : 3 W N v 15688BW.. L z c,,57 .2BW9BW5 .18BW , . ` L '563.4W d 82.5 67.50 68.00 70.20 r+ 1 G ' BV t BV BVv5o rnICEB r o GB PHASELn gW GB r 5 GFF=569.54 '-567.83GB z 554 5 5 561.89 I 65.59 GB 2„ c, 8 I i 5 '- ------GB I LINE N G B 573.29 2 V 0.1'D F GFF=573.37 I 578.39 114 11 2 1 GFF=561.97 5 GFF=565.67 3 2 3 0,572.1 FL GFF=578.47 I B5GB7FL560.7FL : I 564.4FL I GFF=568.03 ( O'DF 577.2FLGB0.5 DF 132 1GBI2Fc ,} GB 568.1 FL c1NN0.5 DF GB1IGB3 1 Q-11 I 3 5 .1 FL w 1 2 4 N} i 3164FF=562.1 (564.5FL 1 GB 3 FF=573.5 i I7GBFF=565.84 I GFF=568.2 4 2 GFF=578.64 116 131 1 1 568.00TW 2 4 I I i 0.3'DF I 0.3'DF T 119 A 2 560.66TF LO i 4 2 I 4 2 DF I 11 I ;, 118 I PAD=585.1 4 133 1 1 3 114 irlR 3BR 1CR 0.1'DF I w O'DF 1 15 0.2'DF I o 4AR 0.1'DF 1 N I 3BR XC I o I FF=573.87 1 FF=578.97 100 c r PAD-573.2 PAD=578.3 FF=562.47 I FF=566.17 I N FF=569.87 O'DF I I In 561.2FL PAD=561.8 O'DF ; ( PAD-565.5 1 O'DF PAD=569.2 I I WOODEN FENCE PHASE 12 - 11 UNITS 0 DF 0 DF O'DF I 568.6FL I 572.6FL I i I 572.6FL1 1% 561.2FL 564.9FL 577.7FL 577.7FL 4`1 1% 564.9FL 568.6FL 1%1%_ I RELEASE 1 - 12 1%_1%_ 561.6FL 6.00 57HP FL EIVT'EI ICF - - 565.3FL HP HP I N 569.OFL I 578.1 FL B OC WALL PE rn HP HP S A TE PERMILc) 159 58 1 5 5 49 4 4 13855143142141140139 137 L I DESERT ROSE WAY DESERT g 17 tso 181 182,s3 1a4 OfRT 30 t?8 7?8 D z 172 173 ,74 175 176 185 1 9 n 6 276 2] 214 187 188 189,9 ,91 192 193 194 195 Rpm s ? S t 0O 13 t 1 4 24 4 21.0 7 J I 6 0.0 0' 1 64 2 27 1 209 Og 20 os 20 20 203 202 0 2 9 19 1 11$ J 8 117 W Y m 33 4g 3, BLOCK WALL PER I 6 sunrc tEsr oR„ Fo 113 11 'e '' 9 ? a ? s o o SEPARATE PERMIT i 6 `'Rr 217 4 cis 1??n WOODEN FENCE22$21 3 v 2 240 241 4 243 244 24s 61. 75, H0A LOT 7 2 2 31 2 0 Ir 2 7 239 0 1081 1,0 mn I 2 1 2 8 ES 249 2'4S 247 2 C 22 A 4. LOT 112 PROPERTY LINE r--< 75 D LJ o 4 P AIMS COURT PAD=573.0 5fn L L i c ' , \\ REDBERRY O N c 2 z m LOT 1 13 cn 1 •• - L PAD=572.5 PERIMETER BLOCK WALL c T INDEX MAP 2' ARCHITECTURAL ENHANCEMENTS NTS R/W VARIES PAD NOTE: 1 inch = 20 ft.2'1' BACKFLOW VALVES ARE REQUIRED FOR SW ECTION B-B LOTS 114, 115, 116, 118, 130, 131, 20 o to 20 4o so 133, 134 AND 135. N.T.S. WALL FACE @ PROPERTY LINE GRAPHIC SCALE (IN FEET) DATE REVISIONS BY DATE CITY SEAL CERTIFICATION: p ESSI PREPARED BY.- APPROVED CITY O F LAKE ELSINORE D 0 D N0. QR ONq SHEET: 10 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE D. NF F'L, TRACT N O . 31706 PA-23 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND CITY Aso a CIVIL ENGINEERING LOTS 114 - 118 AND 130-135 o s o o AND STATE LAWS, AND A PERMIT CAN BE ISSUED. No.23434 LAND PLANNING OF. 13 C G°5 3 LAND SURVEYING BRIDGEGATE RELEASE 1 -12 IO OO 4 I-Au..-Mo4O 6 Exp. 12-31-07 1181 CALIFORNIA AVE. - STE.202 - CORONA,CALIFORNIA 92881 d o 5 KEN SEUMALO, R.C.E. NO. 56915 DATE C V 1` \ P 951 80 4 FAX(951)280-415 PRECISE GRADING PLAN FILE N0. eg -1f C qI RCE 23434 123 6 FOF `,10 goZ TWO W RKING DAYS CA BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE N0. DATE W.O.FOR: 1 F.B.