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HomeMy WebLinkAbout802-31 LOT GATE LOT WALL HOA LOT r FG FGITWMIN. TF MAX. TW MIN. TF MAX. a I I TUBULAR STEEL FENCE t J j 197 568.6 560.6 561.3 197 568.6 560.6 561 .4 PER SEPARATE PERMIT 1 J 568.00TW BLOCK WALL PER 1 bb 1.33TF I -J SEPARATE PERMIT o 198 568.0 560.0 561.0 198 568.0 560.0 560.8 560.E561.5FG 61.00 - J 199 567.6 559.6 560.5 199 567.6 560.0561.5FG I 562.OFG 61.17 561 , 557,8313W t 0 PERIMETER BLOCK WALL562.0E I 3TFI o G 562.4FG 72.79' " Q 1 242 567.6 559.6 560.2 242 567.3 559.3 560.0 J 4E562. WOODEN FENCEo G i 2 10 243 567.6 559.6 560.7 243 567.6 559.6 560.8 L6 561.3FL 561.8FL h i a i H P 5.00 I 1% H P 6.00 t f I VARIES 244 568.6 560.0 561.0 244 568.3 560.6 561 .2 1% 1 I 562.2FL I RAW 5.02' S60.8FL I 561.4FL 561.4FL 5.00' 1% HP 1% t / PAD 245 568.6 560.E 561.5 245 568.6 560.6 561 .5 4 561.1FL I I t i I 0'DF 0'DF I 561.8FL 561.8E BUCK I ILL PER I I S A T P RMI f 2. s' 0 W(- -., NOTE. ALL WALL FOOTINGS TO HAVE 6 MIN. COVER m4 i 199 I oDF r19 8 S17- 1 ol98iI I 0.2 DFLOT200I o DF FF=562.17 1lVcl I PHASE 1 DISTRIBUTION SCHEDULE FF=563.07PAD=561.5 0.3'DF I FF=562.67 1PAD=560.9 2 4 I PAD=562.0 I I PAD=562.4 a SECTION D-D PLAN ELEV. LOT NUMBER STAND REV. ELEV, TOTAL TOTAL z I 0.1 'DF 0.4' 0.3'DF I i I I I N.,S. o C I coFF=56 1. FF=562.34 245 4 1tI 3 I i56866 1 2 3 z tttiBmGFF-562.74 61. 3TF i mI 560.6FL N} 0'DF 3 1 I r I 198 1 Ic1 v 0.2'DF 1 0.5'DF 0.1'DF I 0'DF N 1 0.2 D GFF 561.E GFF=562.1 54 I I N 562.09 t 0.1 DF 561.2FL ) I 2 _ B• i 2 GFF=562.57 I G13 1 Rl w 5 GB 562.49 1 , A i GFF=561.84 61.59GB I FF=562.34 560.8FL i 5 a f i g 0.3 DF GB ti GB. 2FL o I a • / I 2PHASEI56O4oTG6oIo56rn1 I, B 5 9 21NV o i N PERIMETER BLOCK WALL560.8FL GB 12.4.ELINE0.46, 1.14Bw 1 ' ',c a I-. o '• o a- - d61.00 9:9BW- M10.02BW a: q .60.4 V2160.55BW .78W v CD D INDICATES PLAN IS REVERSED ON LOT t 58.881NV TC t1560.83 101 58.84FL 7 0.86%0 560.35TC I 0 560`4211 560.33Ft 2Xf 1PHASE2559sw85L00iB0 to t ZZ7 :7 1 Lo % c0 1 t 1 v J 1 I i J I U I 1 N o 1 00 1 I cq 1 h SONCRES' T DRIVE PH SE 1 0 tooPAD i rn I I 560.35TC 831C560 19 1 N I I 1 SECTION E-E 1 N --3 17 559.85FL co r 560.33FL t N A W 1 7FL 1 d Lo , WALL FACE @ R/W B o 0n ' 55 .1 LBW d .559.68W o 59 9BV fi0.18Yi1. 22BIN 560, W 56a.72By 5go'98 561.148w 2pA >' /. 5631 \`' Q \ C a7 61.00 61.00' 37.76' 21.8 39 C) C 560.OFL I G 0 4.28 GB co o co 560.9T 6 b 1'nE t A z G7 2" Z GFF=561.47^ 1 o----------------- N 1\ \ :5 .2.6 T 199 1 2 r'? 61.79 GB 5 G „• 562.19GB GB---------a, B 1 2 y C 5 GB I 1 I 2 562.59 b` 4 ll 0 DF `o LTI GFF=561.87 II 8 561.29 I 5 1, GFF=562.fi7 561.3FL v 5'DF 1.37 t 0.21DF 560.6FL ! 0.3 DF GB c\ mNGB562.27 561.4FL 5 z 2 4 G13 3 561.1 FL 560.9FL N PHASE 1 - 7 UNI TS N 560.7FL I N+ GB 3 I GB 3 GB FF=562.04 3 GFF=562.84 f FF=561.54 ' GFF=562.44 J oil 0.3'DF 0.3 DF 0.3 L K WALL PER 2 4 24, SEP RATE PERMIT LOT 241 I 242 I o'DF 24 2 4 244 1B RELEASE 1 1 PAD=560.7 1 B c C o.2'DF aAR FF=563.17ElFF=561.87 FF=562.37 PAD=562.5 560.6FL PAD=561.2 PAD=561.7 0'DF I a PAD=562.1 561.9FL x561.1FL 0 0'DF560.6FL 0'D F O'D F 160159 sa 1T'Y 1_ 155 3 -i 43 142 141 1 139 1 137 561.1 FL 561.6FL 561.9FL tea '\ \. \\\ DESERT ROSE WAY i'1% 5.00' 561.4FL 1% 1/ \, '' 77 17e 17 1ao 1a1 1g2 1a3 o Q 172 173 174 175 176 184 1856.00 6.26 1% 5 80 187 18a 189 19 191 192 193 194 195 26 561.5F 1% 5.00' HP 1% z1% 1% 562.3FL 1 203 5 61.o F 5 61.9E H P x NEST 05 205 CO a C p r 113\ 7Z0 WOODEN FENCE HP o h HP o i 31 v 23 240 24? 242 243 244 245 i 1,1 O 561.2FG 561.7FG 562.1 FIG x \ l'.\ x r BO 561.2FG 561.7FG 1 FG 22 2 4 M 247 oP ,oa 562 Q 5 2.49246 z5625FGa\ i 574`., ` R 61.02' ` %'l 61.02 m 33 TUBULAR STEEL FENCE I I o \ 0 I , PER SEPARATE PERMIT 1 03 00 zII Q INDEX MAP 0IHOALOTzNTSN rn MI 0 CONSTRUCTION C3 ro O CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 33 33 Q CONSTRUCT 6 HIGH BLOCK WALL PER LANDSCAPE ARCHITECTS SPECIFICATIONS (PER SEPARATE PERMIT) c ARCHITECTURAL ENHANCEMENTS O CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPEC. (PER SEPARATE PERMIT) 40 REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE NOTE: O CONSTRUCT 4" PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') 1 inch = 20 ft THERE ARE NO BACKFLOW VALVES REQUIRED 20 0 10 20 40 s0 60 INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN) PER DETAIL ON SHEET 2 THIS PHASE. O7 CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 112" ABOVE FLOW LINE) PER COUNTY OF RIVERSIDE STD. PLAN NO. 310 GRAPHIC SCALE (IN FEET) 80 THICKENED EDGE FOR CONCRETE DRIVEWAY SLAB PER DETAIL ON SHEET 2 D ,o R O D VI M NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY:CITY OF LAKE E L S I N C R EQRpFESS/o s o 1 D. 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE S NFLF' TRACT N 0 . 31 7 0 6 P A-2 3 SHEET: o e ° 0 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY a v Z CIVIL ENGINEERING L ITS 19 7 - 19 9 AND 242-24 5OALLT 3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. r N o.23434 vo LAND PLANNING OF: 13 @@@ LAND SURVEYING BRIDGEGATE RELEASE 1 -1 4 411410 AvOe-D TiW/G,QEf Q!'L TI) G• 74e6 07 03 07 Q., o Zr D EXP, 12-31-07 * 1181 CALIFORNIA AVE. - STE.202 - CORONA,CALIFORNIA 92881 d 5 KEN SEUMALO, R.C.E. NO. 56915 DATE P 951 280- 44 FAX(951)280-4150 PRECISE GRADING PLAN FILE NO. TWO WORKING DAYS 6 9 F OF C A`\p RCE 23434 12131107 go BEFORE YOU DIG 7 DENNIS F. NELSON LICENSE NO. DATE W.O.FOR: F.B. C. 7i cr 0