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Tr30494 PA-30B Silverthorne Release 1-6 pg.8a
-� TUBULAR STEEL FENC PER SEPARATE PERMIT - - ` - - - - - - - - - - - - - - 51_00' - - - - - � 5L50' 614.0FG - 50"44' S250' - 54.00'- 5550' _ _ BOB.BFG 589.4FG 5' fiOB.BFG 6}4.OF 598.4FG 598.8FG �-9FG I _ 60B.ZFG 600.5FG 600,5FG - 6023FG �3.9FG 5 901.1FG BOi.iFG 601bF 601.5FG _ 602.3 G 6039FG BO6.iFG _ e 598.iFL I EAMENT '^ 14 SO EASEMENT S 599.7FL 600.3FL c4FL 2S i �--�- Y M 3 a3 9S iFL 37ft 83 P P -._1% 1 "� ^ i%HP 1 R3 R4 `%' 1% HP i i%... ..11P 1% 'I 5van -----�% 598.4FL OF7. BHP C i% BO1.8FL 1% ...NP 1%.. 1%. HP... 1 1HP .BFL 6. F_ 5B9.4FL 1%... 1 I .1'... 601. ... ., 603.4FL ... B03.4FL I ... .. 11 4 HP iFL B09.iFL FG=598.3 ,I - 8 '".F 6006 ... 601.OFL 605BFL 6058FL FG-609.6 - . 600.5FL 600.5FL 1.OFL FG=B02.3 re. FG=603.9 - L FG= F � FG-813.8 LOT 125 I ® tom I ® 3c 1 ® t 22 F=� t 20 ® 119 ® t 1 s ® 1 t ® t 1 s 115 LOT 114 PAD=598.6 FF=5 77 FF 37 1 B ® I L I ® B 1 C 2A 3B ,� 1 C ® 2B I PAD=618.2 ` PAD=599.1 I _ PA n37 �- FF=B00.97 3C FF�02.77 I FF=604.37 FF��.57 FF=610.07 f I 588.iFL PAp�00.3 8 I FF=601.97 x ^ PAD-603.7 _ � PAD=605,9 PAD-609.4 FF=614.37 PAD=613.7 ^@ 596.5FL 5FL ^ 1 4 ®I 598.7FL PAD�007 PA0�01.3 'el ,: PA0�021 ®I 0.010 FL o I GFF�pp pq 1 1 600.2FL ® 1 601.5FL 601.5FL 603.iFL �i 605.3FL �' B051 R1 'DF 2'DF 61.9FL 588.1FL I 600.2FL 600.7FL 600. GFF--5g9•,44 GFF�0379 'S BOB BF GFF-.64 GFF=fiO/.14 GF= :aR 3 N1 3 GFF=801.38 � GFF�02.18 �,: �.• 2 4 L r�4FL :.. 61 1FL F-813.37 � 3. Gg 1 2 4 j4FL 1 600.OFL C8, B01.3FL 6GB 1 3' 1 612.GFF=59917 I GB DF GB GB GB I t F .9,61 FF=8054 2 01DF GB GFF�00.47 OFL o-'ey 6' 4', � yy I 5 8C>B I ' S 599. GB Gg GFF=600.97 GFF GB �LfFI " GFF •02 , nl 605.32GB `+� GFF=608.90 3.6' GB NI GFF=613.20 i4 ,05 5 608.ffi i�' 61345 1 5 N ' BV m1 R Re�Y 5 ml , \ fff 5 m� 1@4_ n� \ 1�4� 5 \ l.- BV 51.00' V ^1 55.5 _ 5. Y BV - V 47. 5 -B05B9B .> o' 60T.518W'•. . e 811. • - ` 598.31RW 16.5G -. W'y 7 ...• 12BW• - 599.42BW'. .63BW 599. 8W :158 ,5€W'" .64BW - ° 1.05E : 602058W.., 6O9. W• 61P1 W w w w, 1 - - - - - 1 - - 1 i s 1 I vi @ - 50. _ _ N - - - - -+R 1.0% R ��d 75% :o f ^+ 1 1 N+ 1 1 -1 W w - Cn 6- PMA.:41 PHASE 1- " j!j 597818W �i 15B14!. '598.&VW 5b0.5f a 598, -.599.15B4Y `59D.31BW' S9847BW. - 598A3BW. .600.13BW>.: :600..3B8W -'• - '601:10BYK -V91.656W: '. 602B68W 603.7BBW-- .40BW'. .- 60871BW .. - BW-. 6f0:7BW 613, 34BW 615,22B4�. :. y _ _ 545D 59.50' B V ae _ 'V 5 m a R } f �_ N BV 5 BV 7 1 5 7 B 5 } BV I BV" - 5 B04. �I / 5 I / S m� / t� 5 614,12 11 9 I i 5z.In 5 A� 600.84GB 5 B09.47 / 8 1FL B09.66 6f0.18 614.96 4.6' B' 1 GFF- ,f7 I GB I I, I I I I .5 1LL�', 11 398 8• L ae 1F1. , 602.44G I B037FL 603.92GB ^ GFF=B0702 t FS 01.21GB .31 NT OFF�14.80 GFF=589.B7 GFF=B00.92 GB I 2 8f.4FL 1 1�5' G.B iL . fO.OFC 4 B74.3FL 34 GFF=600.67 603F1 B GFF=B04.0 Nf N1 2 4 GB 800.7FL 600.7FL GB .42 803.SF1, I,, GB GFF=09, I ae ry� GB N� Gg 3 610.71 B09.8FL I 1 4 3 GFF--,a :.. I 84 3 �� ;_4 .0'DF • 3 •��11.�... 3 :8q .4F( I •v GFF '. i :M N 3I 1 4 e 3 1 4 ^ .. ..: B01.9FL ., _....... N 3 � 611�.: � 4.7R • U.FL LOT 23 2 4 GFFx801.08 ( p bF GFF 807.18 3 14.87 PAD=598.4 i 8 24 M1 596.9FL 588.3FL 2 4 I - GFF 5888FL I 600.4FL 1 < 900.9E I GFF B02 69 13 8�.7FL 608.5E I 2�4 1.4 Y . (\'/�' GFFW 1.84 GFF=Wt 17 599.9FL ^i 600. ®� :x 9101FL B10.0FL ®} �.- ®a34 25 ® ® 5883FL 1 28 ® I 30 " i^ ® 31 ® ® 1 B I f FF=599.67 I I I PAD=5967 I �^� 1 C � ^ ® 29 4e ® 1 , 26 ?C B C I 33 FF�1597 LOT 35 FG=599.2 B FF--60017 1 I 36 ® to ® ^I( FF-Wf.67 I ^�I FF=607.77 I ^ I PAD=615.3 w: D=Sgg•5 1 pAp=801.0 FF�02.17 1} FF�03.27 �: FF=605.17 PAD=60T1 3A I PAD=619.9 FF--6W 57 1 8 PAD=601.5 PAD=602.6 PAD�6U4.5 :I `a --.-_ 6023FL 1 4.6' 56' S99.2F* .4' P - 600.2FL FF=601.17 8' S' 1. FF�ii.47 I FG-6155 1 6 PADS-M5 7FL 800.7... - - PAD=810.8 it8.5 6150FL 589.BFL _ FG=B04. &4.2FC . 1 7 15.OFL ... H� I ft6R FG=B00.7- I ... f.ffi ( 601.ZFL 602.3FL I .F 61. L 1%.. ... . f% �_. .. 1 , ( %.. 1% 02BFL1% I .60L% 1% ... I 6f0.1% '�+ 6HP 1 BOI.OFL 6HP I , .BEG HIP BFG I 1%... �N HP I c I FE HIF ... I 6HP ... f BOD iFG ( 65FL I HP 601.2FG 1.7FG 601.7FG .8FG 9 Rsi -------'--.$• N .1FG .8FG W0.6FG01.2FG t I 50 1 .3FG 41 _ a _-__--___ ____------h ---____-- 6A.860NUM-1 7G ii.OFG 5 5 15BFG yg9g, 1 F 460 604.8FG 0.0T 1FG ST.OT WOODEN FENCE 2T ti 601.4FG 601 pd _ BlH. H L 9FG IFS BLOCK WALL ®PER SEPARATE PERMIT .} ARCHITECTURAL ENHANCEMENTS CONSTRUCTION NOTES 10--- CONSTRUCT DRIVEWAYAPPROACH PER DETAIL ON BHEET 1 (I,- CONSTRUCT 6'HIGH BLOCK WALL PER LANDSCAPEARCHITECTS SPECIFICATIONS PER SEPARATE PERMIT PpF Egglp o- CONS7RUCT6'HIGH BLOCK WALL AND GA TE PER LANDSCAPEARCHITECTS SPECIFICATIONS PER SEPARATE PERMIT A.AM Nq4 ®AS PREPARED BYMAYERSANDASSOC14TESCML ENGINEERING NOTE. 4� REMOVE i BLOCKFROM BOTTOM COURSE@FLOWLINE 19 Spectrum Pointe Drive•Suite 609 Lake Forest,CA 92630 1 inch= 20 ft. CONSTRUCT4'PCC SIDE WALKPER LANDSCAPEARCHITECTSSPECIFICAI70NS(W�) P m (949)599-0870 BACKFLOW VALVES ARE REQUIRED FOR 20 0 70 20 ' a (949)599-0880 Fax LOTS 26-30, 32-34, 115-117 & 119-122 YERS&ASSOCIATES clva FP - Civil Engineering,Inc. GRAPHIC SCAIE(IN FM) OF of PLANNING-ENGINEERING-SURVEYING NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY: _ QROFESSION _ CITY OF LAKE ELSINORE LERY 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ..�4�d1s O' W 7T ®TRACT NO. 30494 PA-30B SHEET: 8A 7/17/M REMOVE AREA GRAINS LOTS:24-34,115.124 9 ADDED BLOCK WALL LOTS:24-M O L APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY y 4. 'G CIVIL ENGINEERING @ALJL'F�MM 3 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No.23434 LAND PLANNING SILVERTHRONE RELEASE 1-6,LOTS 24-28&120-124 OF., 14 1-ODD 4 LAND SURVEYING RELEASE 1-7,LOTS 29-34&115-119 Exp. 12-31-07 * ONE CORPORATE PARK•STE,101•IRVINE•CALIFORNIA 92606 C,E.5 KEN SEUMALO, R. NO.56915 DATE TEL(949)852-051 T FAX(949)052-9582 'fT,f/, CIyIL R�\4 ATRCCOMPANV PRECISE C3RADING PLAN FILE No. TWO WORKING DAYS 6 F OF CA��F� RCE 23434 BEFORE YOU DIG 7 DENNIS D. NELSON -. LICENSE NO. -DATE ��`� W.O. FOR: F.B.