Loading...
HomeMy WebLinkAbout802-11a 1600 620 ''15 9 a H OA LOT LOT GATE LOT WALLTUBFENCE TW MIN. TF MAX. FIG TW MIN. TF MAX. FG74.07' 86.64 - - - Z11 119 591 .6 583.0 584.1 119 591.3 583.3 584.2 75.32 75.23' 82.11 - 120 598.6 590.6 591 .4 120 599.0 591.0 591.5 WGGaENFENCE 121 606.0 598.0 598.9 121 606.0 598.0 598.9 610.6FL I o _ - -- - -60HPFL HP 1% 617.5FL% q 122 613.6 605.6 606.4 122 614.0 606.0 606.5 595.9FL 1% I 1% 617.5F 6 HP F 123 621 .3 613.3 614.3 123 621.6 613.0 614.2588.4FL I HP 1% 6HP1% 1% I 603.1 FL 603.1 FL I 610.OFL 610.5EIn 1 I 1 q 1% i 595.5FL 595.5FL I 1 0.2'DF 1 2 0'DF 1 q 623.p pTF / 124 630.3 622.3 623.1 124 630.3 622.3 623.3 05.20 1% 588.OFI 1 p'p 5 6 I m m 588.0FL 2 F ( I X 23.4FL l o vIIA125624.3 616.3 617.1 125 624.3 616.3 617.3 n n 0'DF 0'DF I 0 DF I 1\ 26 I 26 I 618.77 2 DF l p G28 4 PAD,618, 623.4FL1OQAFF=604.37 0•2 DF I C I o 2 1 1 DF 126 617.6 609.0 610.2 126 617.3 609.3 610.1 D I I 0.1 DF I w 2 4 PAD=603.7 1 0 I N o ° 24 m29IFF=596.77 0 0'DF C1cFF-611.47* I Cfl Ln 9,6•1 Q0 o N PAD=610.8 N 1 4 2 4C 127 609.6 601 .6 602.7 127 610.0 602.0 602.8 a =CIllIVc1PAD5I w T_ 1 617. N FF'624.7 FF=589.27 0 cv I I 1 FL 618,44 PAD_6Z4.m -oLOT130PAD=588.6 0 GFF=611.14 GB 1 128 602.3 594.3 595.1 128 602.6 594.0 595.2 zIiFF=604.04 I 0 z m PAD=581 .2 I 0.3'DF I N 2 4 t 602.7FL I 1 3 o / O G B 3 3 i r GFF=596.I I 2 4 N 617 62 129 594.6 586.6 587.6 129 594.E 586.3 587.5 1 0.2 DF 602.6FL I 5 G° FL G 2.9FL G=62 I GFF=588.94 609.9 FL B B 4. l 3 0 DF 3 0.7 DF GFF_6 19 2 4 N s.oo' GB 1 N 618'27 5'DF N 3 NOTE: ALL WALL FOOTINGS TO HAVE 595.OFL 1 I i8.19_GB587.5FL 595.OFL I PE wALL 6 MIN. COVERGBa, v___610,89-0 6 2.9F EP0.5'DF GB GB GFF=596.27 5 603.79 120.00 2 o o GB T RATE79GBd- L pE q I 4 5 GFF=588.77 1 0.1' F GB 1 5 GFF 624 Icv 588.69 1 N 596.19 20.2 o PHASE 13 DISTRIBUTION SCHEDULE 2GB c4 I 5 2 CD o GB 7.00 o 09.4E 3, o 624.44 N i 623. OrtF PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL TOTAL B q BV BV 63GFF-5 5 587.4FL 33' 27.23 A70.26' A B BV I L 47 I 61 1".72BW `' BV 75.116. 5.2BW'7, BV t- I 604.42 W :L 6 8:8BW .,. 51-8.3\3 1 12 1 I. bw W. .<62 J B 1 3 13.33 3 62 25' 8.2 75.32 < 596L91"BiIV t'" - 601 I 5$s:32B`W" - 4 < " 59 .&BW I g l c 126 129 2 5 1.7 B f 5G.2BW " 608.46FL 21 W e r 2 A I N p 0O to O Sri 0 M p c:)1 12 1 P H AR F; *'ll8 .34All ow-1 L 587.85FL N 170 oo N N A 1 10% + RIM ao 127 1- 2 2c°K' 0 1 o B 1 RIM 1 M co o WAY cROSE10JNzoDESERT o S Q INDICATES PLAN IS REVERSED ON LOT U} E 0PHASE12 01251w--- 4TE- 588.35TC M e I 12. BW I' 1 A 1 m 582.34FL J 6 5:I BW 6 7 1 BW << 515.1 2 Yo L.L.I 60 .6 BW< < : 9.03 56.02' L I 20 1 L LL.I 593.18B J . <' 76.13 B L• 1 1. - M I L.< 589.6BW..•I- - r 8.71 W L 5 .8BW 73 W : Y i I 7 5.11 BV cT45.77 n 6141 FL z 46.99 C. 27.62' 29.33'y BV BV CN5 T N 00 o -------------- a------------ 0.2 DF 119 128 1 co 2 599.31 GB I 5 607.49 I w 615.39 A 1 2 u. 7.00 0.5 D F G = 15.47 5 4.OFL GB N I 600.24 8 I 5.98' GFF=607.57 I z 1 1 I 606.3FL I 614.2FL 621.33TW It. 3GB585.19 GFF=599.82 614.66TF B 2 0.1 DF 592.49 GB 1 I N GB 2 4 GB f1GFF-585.27 5 GFF=592.57 I 0.5 DF 598.8FL p 3 O'DF 584.OFL 591.3E N GB 4 D I 3 I GB 6. 0' L 598.8FL 606.4FL GFF=615.64 i C'4 GB GB 3 I GB FF=607.74 ( I13I w FF=599.99 11 00 1 FF=585.4 I 0.2 D F 0.3'D F I T-- : I A591.4FL r 2 BLOCK WALL PERLOT11824FF=592.74 1 i b\SEPARATE PERMITIGB I 2 4 2 4 rl2 I B 1 4PAD7 .3 1 0.2'DF B 2 2 0.2'DF N FF=615.97 1 1 FF=608.07 N PAD=615.3c 121 124 1 1 IKfPAD=607.4 I 614.7FL 2ICDa' 2 4 20 10 I O'DF1000.1'DF I0.1'DF I O'DF 600.57 I O'DF O'DF 21.00 i I t XB N : PAD=599.9 FF=585.77 N ° I T_ 1 614.7FL PHASE 13 = 11 UNITS I 584.5FL PAD=585.1 01DF 1 606.8FL 606.8EFF=593.07 599.3FL 0 I I 591.8FL PAD=592.4 O'DF I 599.3FL1 I 1% 1% 1 1% 1%_ i 1 584.5FL I 1% 1% 607.2FL 615.1 FL 6 .33 591.8F 1 I HP I HP - - - - - - - / 14.66T RELEASE 1 - 13 119.s0' 1% 1% 19.96' 599.7FL I ;,, NOODEN FENIC 58H.P9FL 592.2FL HP_ _ - - - - - - - I ago' HP _ - - - _I V CIO - - - - - - - - - - Ir l 160 159 58 1 5 4 4 45 143 142 141 140 139 1 137 j DESERT REnOSEWAYOEST QN, R l 1` 1 0 h i 61 0 WAY 3 13? 131 ? 9 017817180181182183 1 M I L6M172 173 174 175 176 184 185R? 1?8 m O 6 1 I 1 6 A' 216 21 214 13 187 tss 189 1 191 192 193 194 195 ROB 1?d 1?3 yj CD 34' 212 2 1 I 1 114 1 1?4 m C3 64 209 Og 20 06 205 2 203 202 0 2 9 19 1 15 1j8 w Y p G'7 61•p 7I 1 I 6 DRIyE 113 9 1? 36.05' 1 p`V I 80 O 6 6 Rl 217 U 4 2 - O 0 G J 6 7 23 3 2 0 243 244 245 111 C 1590 2 23 21 110 o W 31 24 27 O 10a m -TUBULAR S EL FENCE 21 2 a a 5 i; A U1 C3 BLOC WALL PER 2 Es 2492'247 R N z mTEPERMITH0ALOT S OtiRT z 5 REDBERRY PA m ARCHITECTURAL ENHANCEMENTS INDEX MAP NTS NOTE: BACKFLOW VALVES ARE REQUIRED FOR LOTS 119, 121, 122, 123, 125, 126, 1 inch = 20 fL 127, 128 AND 129. 20 0 10 20 40 so GRAPHIC SCALE (IN FEET) D o O D NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY: 0 1 0 QROFESSION Y CITY OF LAKE E L S I N O R E 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE S D. tiF Fti Y TRACT NO . SHEET: APPROPRIATE CONDITIONS OF DEVELOPMENT AND s c PA 2 3 CDQLL°T 3 AND STATE LAWS AND A PERMIT CAN BE ISSUED. OR CITY a• 02 CIVIL ENGINEERING LOTS 119 THROUGH 129 o t No.23434 LAND PLANNING OF: 13oQQO4LANDSURVEYINGBRIDGEGATERELEASE1 -13f S E A 04 /i o6 12-31-07 ERER04183 5 EXP 1181 CALIFORNIA AVE. - STE.202 - CORONA,CALIFORNIA 928$1KENSEUMALO, R.C.E. N0. 56915 DATE 951) FAX(951)280-4150 TWO WORKING DAYS 6 qTF C1 V 1` \ P RCE 23434 JZ PRECISE GRADING PLAN FILE NO. F C At F 3 3 I nBEFOREYOUDIG7 ODENNIS . NELSON LICENSE NO. DATE 0,FOR: F.B. C r' C •T /7` /Y I