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HomeMy WebLinkAbout765-5Ai LOT GATE LOT WALL e e Q a l_ - TW MIN.) TF MAX. FG TW MIN. TF MAX. FIG a lowl 145 524.3 516.3 517.1 145 524.3 516.3 517.3 All STEEL FENCE I a °r PERSEP ERMIT J 151 146 525.0 517.0 517.8 146 525.0 517.0 517.7 r- - - - j.1. - 62.5`F'i 6.2..5-6-- ' %\ L - 9-:7 - - - \l-147 525.6 517.6 518.5 147 526.0 518.0 518.7 520.3FG 519.6FG 519.6FG 518.9FG 518.9 G N 1 518.2FG 518.2FG 520.3FG I I 1 J rr 148 526.3 518.3 519.2 148 526.3 518.3 519.3 1 0 51 g.BFL WOODEN FENCE I t°v I I HP 1 } 518.OFL 48't ( + , PROPERTY LINE - 180 526.6 518.6 519.4 180 526.6 518.6 519.3 2FL o6 I 6.40 7 HP520 HP \ 1 519.4FL o 1_ HP l 1%1% 517.6FL \,I WOODEN FENCE 1% 518.4FL1% 518.4F 517.6FL LOICK ALL PER t } 181 526.0 518.0 518.7 181 526.0 518.0 518.9 I 519.8 FL 1% 1% 519.7FL 519.OFL 519.OFL E T PERM C I i J DF o'DF ; j I I 182 525.3 517.3 518.0 182 525.6 517.0 518.1 0 145 I , I I PERIMETER BLOCK WALL 0'DF 4 c 14$ 3 X 2 I 1 511 C:DI 183 524.3 516.3 517.1 183 524.3 516.3 517.2 i 1 2 I ° 2 4B DF ° } 01'DF 8.67 1 I I I C714XCFF51B ( I i ; m 4A 2 I FF=519.47 PAD=518.0 4 2 I I I I i 2 184 523.6 515.6 516.6 184 523.6 515.6 516.5 Q 00o I 0.2 DF FF=520.07 J FF=520.87 4 2 Ap=519.4 0 DF PAD=518.8 4 2 J I I I I i jrr I P 2 m4 149 j : 0.2 DF PAD=520.2 I 1'DF -o'DF 3 DF I ALL WALL FOOTINGS TO HAVE 6 MIN. COVERLOTfFLIA/ E, z D=521 .1 0.3 DF I I GFF=519.14 517.2 ; I ,PADtGFF=518.34 DF G B 77, 777, L 1 3 I 0.4 DF I i i 4 .[ GFF=520.54 I GFF=519.74 518.6FL` ; i N 0.3'DF 3 I 13 6 10 P PHASE 5 DISTRIBUTION SCHEDULEFn I 3 4 GB 517.9FL N 5 I 2 J>'517.1 FL 1 I I , Y, I 3 1 n zNGB i GB 1 I I i E PLAN ELEV, LOT NUMBER STAND REV. ELEV. TOTAL TOTAL z R1 519.2FL 1 GB N 7.i10 GFF=518.97`k 5 I I tiii17I i GB 518.5FL T2 GB GFF=518. I L / . off\'0 20 1 GB I I v SECTION B-B APHASEGFF=S .37 7 5 i 8 N1 I j N-----51- :Q B I 1 u /l 1 5 GFF 519.5 5 N. g 5.18.89GB- GFF=519.24 I p N' 2 I 519.4_--GB--- l 3TG I DLINE0 17 I , WALL FACE @ PROPERTY LINE t i 6 i o 1520.29GB 40 0 516.54NV ItO ' I j \ i 6 518•6{NV i i 1.0 t 517.8 t rnBV.-V 62.50 516. -QBW0)YF.3 BW a 62.50 LJv 7.53 'W 517.3BVtl a a a 51 .8BW 4518.2 W as 518.0W 51a , 99BW va G : a Q 1 I 1, I a fj I- 2 B1 } 16.231NVf I I 517.621 NV o 3 I I tD716.19FL 51.6.5 ca v 7 o i co l a _.517.58FL to m RIM DIESt E j- r J ICR QPHAS J r J r 1 ti INDICATES PLAN 1S REVERSED ON LOT WI r f W J j r WAY Lo r I1: oo i _PHA 180 14 11 515. 4 1 N 521 NV- I S 2X R 2NO) J l i Et 7 ad 7 W c 1 BV 516.78V t a i co i a v v a 4 a- i a 51. N r L.lJ l o 517-. BW a 5.9fiB t_ i w- I 11.85'72.21 518:5BW - - 518-.2-3BW a v a a 65.00 v . A. . ' i' 182 1U! %a a = v BV519.2 BW" 4a 518.96BW 65 00 517.8TGTa tea- a dam` !, Q 6 517.2TG 1 ' 516.6TG 34.26 516 '_i 1 0 4 0 7.21NV 6 6 1 0 6 5 1 516.51NV 1 j 515.81N 4 a -4 '- - ! ' ` o BV GFF=5 8.5400J6s . W r- i 518.17GB , 1 OFL Jrcn 5 5t9.69DB 2„ o I 5 519.19GBN 8 N N 5 GB d c 520.` GB 518.OFL i i p I 1 • GFF=519.27 i r-- f i` v° z 8 N 1 a---- f i a c 20.67 I I 5 8.6FL 518.OFL , 1 J. I I 5G8 SFLj i N! -517 - -1 `1 f K o C i l GFF=519. , G GB I j 517.0FL _ i F •79GB 148 146 2 mI519.4FL _ 518.6FL i G A 0.2 DF I 3 cv I c x 16, 1 5 f j l iP A 2 0 OQ tGbI3I151zm 5 FL r I 16.5E 183 18l 2 z 3 519 L =519.44 ! w L mj13yGFF421G1 ; 4 p 2 4 cnGBsI4GFF=518.54 f B r LINE D 0 0.3 DFVillGFF-520.84 GFF=520.14 O'DF t 3 j 1 3 4, f c 0.3DF 3 j ;F 4 2 i 51 1 0.2'DF W 8 8.04LOT179I ° 4 2 j, ti i 182 I i 3 0.2 DF 4 2 i 2 i , , PHA SE 8 9 UNITS PAD-521 N I .181 1 DF 3A o f 4 1 0.2'DF 18O o `I i FF=518.87 I XB I s 4B i FF=519.77 PAD=518.2 68' j l 1 1LOTRELEASE 1 -8 FL 521.17 519.9FL FF=520.47 0 DF PAD=519.1 518.5FL I ; 519.9 FF 18.5FL FF 1j;j l 185PAD=519.8 1 5 p 518•37 P,q _ O'DF PAD=520.5 I ;I El 11 0 I 517.5FL o AD=51 7.7 I j ' ; 518.9 1% 517 1 FLp 1 F 43 142 141 140 139 136I' I. 1 FL r 1/ I 1 517. 519.1 FL 518.9FL1/o DRHPI517.9FL 1 . j 'j ; STORM4INI520.3FL I o HP 0 ' 519.5FL I EASE 17 1 3t 13,•13'1 f ji 5 1 1 6 172 173 174 175 176 13# 186 28 I 1 187 188 189 19C 191 192 193 194 195 44 214i 8 HP 7.5FL j t 2rs 2 213 l?4 i 14* I 0 , ti r HP 64 ti sr 212 7 209 ? 20 Ofi 2 20 203'202 20 9 19 19 WOODEN FENCE PER SEPARATE PERMIT j I{ J i( 8 I j' ' C J, 113 9 i20 I r- I l r, WpppE 6 r z17 1 SD EASEME- I 1 PER SE A FENCE 67 . 6 2, 3519.8FG G NT 1 RATE PF 7 o z4r 41 24 43 244 245RMIT7120239 lil !X 2 24 > O 11091 3i 2 7 p 110 I iI' ' 0 2 o B I 52 .5FG 519 19.1 FIG 519.1 FG j 5 8.2FG 520.5FG r, y ! ' S18.2FG 517.7FG l, 2, IL a Es 24 z46 247 2 02 M 6 1 l 5 RfAgERRY Pal 1 TUBULAR STEEL FENCE ! I r- . 1 { i U I i I III i ! INDEX MAP 14 z N TS z CONSTRUCTION NOTES m ° 1 CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 cniz m 2O CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER SEPARATE PERMIT z mo O CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER SEPARATE PERMIT NOTE: 4O REMOVE 1 BLOCK FROM BOTTOM COURSE © FLOW LINE BACKFLOW VALVES ARE REQUIRED ARCHITECTURAL ENHANCEMENTS 5O CONSTRUCT 4 PCC SIDEWALK PER LANDSCAPE ARCHITECTS SPECIFICATIONS (W-4) FOR LOTS 146, 147, 148, 181 AND 182 1 inch = 20 fL 6O INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN) 20 0 10 20 40 80 7 CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 1/2" ABOVE FLOW LINE) PER DETAIL ON SHEET 2 A GRAPHIC SCALE (IN FEET) O THICKENED EDGE FOR CONCRETE DRIVEWAY SLAB PER DETAIL ON SHEET 2 kANPERUW M @ j% NO DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY:CITY OF LAKE ELSINOREPAIN1-6 TO 1-9 AND MODIFIED HOUSE PLOTS o OFESSIp AALE I a A1 '9 06 RECONFIGURED H S G TO THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W/TI4 THE P H N,q T F c 1 TRACT f O . 31 7 0 6 PA- SHEET: 11/07/06 REVISED PADS AND GRADING ON LOTS 145 THRU 148 QL12S-107 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY C i V I L ENGINEERING I L 0 TS 14 5-14 8 AND 18 0-184DQU.°7 11107106 REVISED HOUSE PLOTS (LOTS 146 AND 180-184) a'S Ob/2./7 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. a No.29242 LAND PLANNING OF. @@@ G/79/o ,•o ; cz>-, ' tes T1) C14CYA 145 6- 7 P 07 03 070 LAND SURVEYING BRIDGEGATE RELEASE 1 -8 d d 5 KEN SEUMALO R.C.E. N0. 56915 DATE Renew. 3 31 2007 1181 CALIFORNIA AVE. - STE.202 - CORONA,CALIFORNIA 92881 PRECISE GRADING a n d941951)280-4144 FAX(951)280-4150 J FILE N0. T9 F - o P RICE 29242 3/31/07 DRAINAGE PLAN TWO WORKING DAYS 6 OF CA F BEFORE Y U DIG 7 JOSEPH HARTGE LICENSE NO. DATE W.0.FOR: F.B. 1co 0 0