Loading...
HomeMy WebLinkAbout719-7 1600 - LOT GATE WALL I �� "J TW MIN TF MAX FG TW MIN TF MAX FG SEE UA �P0000 N_ _ _ EE TRACT ION �"' '� �r,�� o ��_ CI v �� Q 226 579.0 571.0 571.9 579.3 571.3 571.8 FpR C4NT�N > � cc 'o I -� � NOTE: 227 580.0 572.0 573.1 580.0 572.6 573.2 f V LU 228 581.3 573.3 573 99 581.0 573.0 573.8 {jJ�00 �_. BACKFLOW VALVES ARE REQUIRED e � 00 O O _ FOR LOTS 226 AND 238 236 582.0 574.0 574.5 581.6 573.6 574.5 1 1590 �I ; I = 237 580.6 572.6 573.3 580.3 572.3 573.4 II 6' TUBULAR STEEL FENCE � r 1I II 1575 238 579.0 571.6 572.2 579.3 5" 572.1 III / ------ 1580 NOTE: ALL WALL FOOTINGS TO HAVE 6" MIN. COVER I f •'I 1��V ��-(n 576 r---- - ____ 1 � ---�- �'- I R/VV- -� __ _ PHASE 10 DISTRIBUTION SCHEDULE o _ _ _ _ __ - -- -- -------------- ---�- II fTf I I I g7HP a 2 57H.p6FL Z PLAN ELEV. LOT NUMBER STAIJD REV. ELEV. TOTAL PLAN TOTAL TOTAL I N II II HP 57H.p8FL w I 1%-�-1% 6' WOOD FENCE A 2 I 1 1 F 1% 1% 7.40' II O 2,53' 5.00, 1 1' 1% \\II PERIMETER BLOCK WALL- - V Q 574.3FL 6 574.3F 6.60' SFL 11• 50'DFFL 572.3FL 1^ B I II I B dOF 573.SFL ,2 573 I• F p 2' C, 1 !'` II II I FF=575.47 I II 0'DF o III 26 LOT 225 (Tf f' 1" PAD=574.8 ` p,i'DF FF=574.67 I: 'DF A �. tl 'F� 0.2'DF �: '6. PAD=574.0 2 4i 'b. PAD=571.7 11 ' GFF=574.34 +� I ^GFF=573.14 FF=573.47 .,.,.,�, 228 1 GFF=575.14 6.40' 3 PAD=5.47 MPx. 1 B / BLO R TE C 1 E E ARA it I 3 3 0'DF �^; 4 2 PAD 2.A_ e I ER 1 I4 I 2 4 IN' S73.8FL 573.OFL `': 573.1 FL 571.8FL - \\ \ I 1 G8 I' GB GB I GB 5.60' PHASE QINDICATES PLAN IS REVERSED ON LOT ,FF=572.97 � F= 74.97 I GFF=574.17 I 571.7E 573.7FL 574.89 �t I 574.09G8 J 0.3'DF I WGB GB LINE GB N _ ' F SECTION F-F A ' I h J w v, I N.T.Sz , 2 5 B 236 1 1 \ 5 `aa o , $ BV WALL FACE i9 R/W 58 00' 5 ... / g8.0p �� 570.56 f c 238 f 573^ BW`.,�5.�2.4dL!/':�'r 572.$BBYW4: 9250BWml^57f. B t` 7 1 (O_ I d I o I a A I 573.67 PH SE 10 � 0493-3 RM'� w 23� 1 RIM 1 1 ,{ D 1 n� �i Ld 3 B 2 PHASE 11 - J c 2 1 J - r ASE-9- PHASE 10 = 6 UNITS I BLO OMS DRiV d w J 0 W b70.7 e QTY y, 3 61 sa.oDp CONSTRUCTION NOTES PHASE 10 8.37 24 BW UV .91 4 73.05 58.p0' ..,5i I m 5 c, r 1°' 5 �� ..ao 1` i� o ' tat $ 1 CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 2368 SF I 0.5' F PHASE t ro 573.09 5 2. FL' O-CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 52 LF I GB 57G8FL I 5GFF9GB74. O F I GF.1FL 17 B 3 _CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 6 EA LINE I �' 575.49 73.3E 72.1FL 4 2 I I GFF=575.57 573.2FL GB ,,, 4-OMIT ONE BLOCK AT FLOW LINE TO FACILITATE FLOW NA I I g74,4FL 4 2 II � GB f N 3 38 I I I GB -1 4 2 7.40 So-CONSTRUCT 4"PCC WALKWAY PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4' MIN.) 620 SF 36 T 3 2C , I 3 2f3 �•, GF'�573.3 _ �: LOT 239 o f GFF=574.54 3 A O f} G PADS 573 0 LOT 235 ;GFF=575.74 =576.07 0.1'DF PAD=571.8 PAD=576.0 tl PAD=575.4 I A I s.6o' RELEASE - Q * ARCHITECTURAL ENHANCEMENTS e I 11 p DF 3A 0'DF 11 572. FL 572.5FL 6,4 574.9FL 7.40' FF=574.87 - \ PAD=574.2 5.60' � I I \ `--I EET 13 .7FL O'DF 6' WOOD FENCE SEE 1 574.9E I 573.7FL 1 1% 1% I � I I 1% 1% 0.99 1% 1% 1 572.8FL H�... o I HP ,'C I 75.2FL � I 574.OFL I I Hp I � 56 c _ p ---- ----- a P _- - ��. ,sf, "JyOH aIM-a. DRN D•;�, 6' WOOD FENCE--- 41 a.3 .; 'I�;r�•=oe.v,.,.off ��ve 51 11' I I pCE rind -� I I B LpR StEE�FE J °" J-l-�- � Deencw ASS -�wAr 4 a P i ky CW •, I..tO.pN--COURT�• �r CANYON HILLS ROAD � L inch= zD It. 20 0 10 20 40 80 INDEX MAP =1 - - NTS GRAPHIC SCALE(IN FEET) ( = NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: ° CERTIFICATION: �34 I �pROFESSIO/y� � CITY 01= LAIC 1=LSINORE 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE F' F,PN H Rr Fy V�E N G I N E L_R_i N G_ TRACT f�!O. 3 049 3-'1 ,2,3 SHEET: 12 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITYt`> CIVIL ENGINEERING LOTS 226-228 AND 236-238 3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. c'y No.29242 A LAND PLANNING 18 @@@ 4 LAND SURVEYING CROSSCREEK RELEASE 1-10 OF. 4R�°��13� enew:3-31-2007 d d (J 5 KEN APELU SEUMALO, R.C.E.N0.56915 DATE Or * 1181 CALIFORNIA AVE.• STE.202•CORONA,CALIFORNIA92881 PRECISE G P.A D I f�!G a n d Jj p. 951 280d144 FAX(951)280�4150 FILE N0. I TWO WORKING DAYS FOFCAUo�� /L„ RCE29242 yzti_,s DRAINAGE PLAN qr clw� BEFORE YOU DIG 7 JOSEPH-HAR GE LICENSE NO. DATE W.O. �/ I:\DWGS\PROJ\51.009\TT3\PLt NS\GRADING\PRECISE\PA21A Q--41 //5� #jrA Fh��