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Home My WebLink About765-6LOT GATE LOT WALL TW MIN. TF MAX. FIG... BLOCK WALL PER TW MIN. TF MAX. FG 149 527.3 519.3 520.0 149 527.6 519.0 520.1 62.5_ _ - I515L - - _ 150 528.0 520.0 520.7 150 528.0 520.0 520.9 o I I PROPERTY LINE 520 I I I 0 151 528.6 520.6 521 .3 151 528.6 520.6 521 .4 I FL 04 o I 521.6FL 1 520.9FL a; WOODEN FENCE 4-2' - - - I 522.2 HP o 152 529.3 521 .3 522.1 152 529.3 521 .3 522.2 HP T- I - HP I 1 1% 1% .5FL I PERIMETER BLOCK WALL1%1% I 521.2FL% 1% 521.2FL I 520.5FL 520 I 153 530.0 522.0 522.7 153 530.0 522.0 522.9II5218FL N I 521.8FL I II 20' SEWER EASEMENT 523.OFL 1 I o'DF I o DF1 176 529.6 521 .6 522.5 176 529.6 521.6 522.6Kl"49 I 00 HP I I 150 I I 2 1%1% 1 I I 0.1'DF ffB I 177 529.0 521 .0 521.7 177 529.0 521.0 521 .9 M 523.6FL I 522.6FL 522.6FL I ; 151 o ' FF=521.77 aLOCKALLERHPIIb` 4AR 0.2 DF FF=522.47 CEPARAPERRIPAD=521 8 I PAD=521.1 I LOT 148 1% I r 4 2 178 528.3 520.3 521 .0 178 528.6 520.0 521 .1 I 23.2FL 1% Z 523.2FL I 0 DF 152 I PAD5522 4 I : I PAD-520.3 PAD 32 I ' 3B I . 0.2 DF o DF I 4 2 4 2 1 P 179 527.3 519.3 520.2 179 527.3 519.3 520.5 o Ln 3 I 0 DF I 0.1 DF I I 1 2.1 1Kl53FF=523.87 I 0.3 DF - 0.1' GFF=522.14 GFF=521.44 1 ALL WALL FOOTINGS TO HAVE 6 " MIN. COVER co Lc) Ln I4\ PAD=523.2 O'DF I GFF=522.74LnI , I I 520.8FL 13 FF=524.47 v` 13 I I 3 SECTION B-BGB 8.10PAD=523.8 I I 520.7FL 13 V 7 0' 519.9FL CD 2 4 2 521.2FL 521G cn 3BFL G I GB 520.OFL I N.T s. PHASE 4 DISTRIBUTION SCHEDULE N ' 4 I . GFF-523.54 GB I GFF=521.27 GB I WALL FACE © PROPERTY LINE PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL TOTAL L ( 0.3'DF I : 1 GFF=521.97 5 I 521,19 I 1 3 N 0.2'DF g. ' GB PHASE A522.49 t, N--- 521_.8-----8---- 6 GFF=524.14 522.8FL 5 52N GB 522.1 FL p' I 6 GB 5.0 , I 0. GB I GB 522.1 FL I a? LINE 1 BI3I ' GFF=523.37 GB I I 1 I I 1 0.6TG I5.0050'522.7FL 523.29 0.3 D 6 51 9.91NV 62. letL . CI62.64' 518.99ii1 `GB GB 5a 9: W - 19.5E GFF=523.974. t 5 I 25'18} 0. 2 5 •b.28W : = < 1 R1W 11 52- f - 523.89 04 39. GB 5 I 2-7.15 . 5 1.OBw 519•g NV 7 o I gW - 19.8FL P HA' SE 4 PHASE 3 - rn o 33. 7 521 r 2 B 2 9.84' O w PARKWAY 534.28' z--•. 521.7 r 1 51 .42 r 521 88B < N 3 r N Q c 2 522'.5- l 522.E W o o 177 1 CD PERIMETER BLOCK WALL OINDICATES PLAN IS REVERSED ON LOT FLoAOSEJrn2' 6' 4' 2' 179 1 ADESERrWHOAw522.21 21.16rLf) Nco 7 1 4 J RIM RI r 1;; w LOT 2X D 2 Q J J J I co g BW S 519.: ® 519.2( T c 1 t 4` 57.21 PAD ti I oJ 1 B c g.2 6 20.2TG I rn 176 1A519.51 NV c 1 a-I SECTION D D5g•p3 I 21.53gw .. I 00 c,1 521.39 G N 5 I N.T.S. 3 B 149 2 2 3 a<< 7' 5 GFF-521.47 1 N I 152 K 4 co r'-8------- 520.2FL75.4 I o 0o I 522.19 N v I G B C r 521.37 0 51 B N NaN I . GFF=522.27 to A. GB z _ m O RL 522.89 I 520.9FL 13 520.3FLL r5521.OFL I BW« 5 GFF=522.91 G GB I GFF=521.64 GB LOT 180 A 4 N 523.69 s.4o' I 3 I i PAD=520.5 522.6FL GFF=523.77 521.7FL N GFF=522.44 I ;I 4 178 1 4 2 B 1 2 a 1 GB 522.5FL GB 521.8FL I 0.3 DF I I 529.66TW N GB 1 3 L3- 521.66TF I GB I I 0.2'DF Kl79 I c r t I \ GFF=523.14 Ln03I10.2 DF 78 I X 00 FF=523.94 I I 46 I FF 521.97 I PHA SE 4 9 UNI TS F 0.00 1`.: , \\ 2 4 1 I I O'DF PAD=521.3 5 3. 4: I \ I22.7742IPAD55221 I I RELEASE 1 - 4 I 0.2'DF Kl'7 I 520.7FL I 2C rn 1 521.4FL 520.7FL K10071% 1%_6 0.1'DF 1 I 5FL 8.40' 93AI522.2FL FF-523.47 522.2FL I 521 PAD 522.8 521.1 FL 160 140 139 1 137I0DFI1% 1%_ _ I HP I 159 56 , , FF=524.27 523.OFL 3, 523.OFL PAD=523.6 p'DF 6. F WOODEN FENCE oEsr Rr r521.9FL DESERT RO AY c 7Z1 HP N o WAY 13? J \ I 1%I 61 i ' {1713 17. 160 181 182 183 1 s4liarI1% I 6 172 173 174 175 1 6 8 o l i l 1% F-- 522.6FL I 216 21 1as 187 188 189 190 191 192 I 6 44 214 213 1 4 Ln c \O \ 1% I HP 64 2 10 209 203 202 2 9 198 19 ''S 75 s 4 3 O HP FL N I 6.4.92- 31 2 239'240 41 242243 244 245 11 U ZFI x W 2 } 2 7 109 110 TUBULAR STEEL FENCE PAR .,r,. \ ES 24 o g l HOA LOT REDBERRY PALMS 0 O Z co 0 c4 . INDEX MAP r c NTS z m m 0 CONSTRUCTION NOTES QUANTITIES O CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 4058 SF 2 CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 236 LF 3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 9 EA 4o REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE NA NOTE: 5 CONSTRUCT 4" PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') 1013 SF ARCHITECTURAL ENHANCEMENTS0THEREARENOBACKFLOWVALVESREQUIRED I inch = 20 ft 06 INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN) 2 EA FOR THIS PHASE 20 0 10 20 40 80 7 CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 1" ABOVE FLOW LINE) 30 LF GRAPHIC SCALE (IN FEET) D o O D @M NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: pFESS/p PREPARED BY.CITYOF LAELSINORELAKE 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE P H H,q,, T F,yc/ TRACT NO . 31706 PA-2 3 SHEET: 6 o @Q Oo LL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY 61 CIVIL ENGINEERING LOTS 14 9-15 3 AND 17 6-17 93ANDSTATELAWS, AND A PERMIT CAN BE ISSUED. No.29242 LAND PLANNING OF. 6 o o OO 4 LAND SURVEYING BRI DGEGATE RELEASE 1 -4 Y't 5 Lor enew: 3-31-2007 1181 CALIFORNIA AVE. - STE.202 - CORONA, CALIFORNIA 92881 d eep4lss R.C.E NO. -636:5fr, EXP. 613%4 7 DATE 949) 280-4144 FAX(951)280-4150 PRECISE GRADING andFILE N0. P 6 x. s , 4A(.p sv9 s q civic DRAINAGE PLANTWOWRKINGDAYSlFp RCE 29242 BEFORE YOU DIG 7 OF CAS\F JOSEPH HARTGE LICENSE NO. DATE W.O.FOR: F.B. c ,