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Home My WebLink About2355-3AU TORI ATIC CON TROI.LE ;hSTALL 4" D1 P VC SLEE VE BELLOW WALL FOOTING 3/A (SEE SHEET 2) CONTROL VALVE PER SAN SEVAINE PARK IRRIGATION PLAN i� BURGUNDY i '---SHRUBS (38 TOTAL) PHOTINIA FRASERI LANDSCAPING PLAN - SCALE: 1'=10' 24' OADE x 8" DEEP SLUMP BLOCK COLUMN FADE -UP FROM 8"x6"X16" SZ -00P BLOCKS W/ SACKED JTS. do STUCCO COLOR COAT FINISH. LOCATE AT 50' O.C. (SEE DETAIL "A-3" HEREON) 1 "x2" STEEL �' "'r 20 _►_ TOP RAI 1'x2' STEEL T BOTTOM RAIL TIM= 59.00 TRW= 57.0( IRRIGATION PLAN SCALE: 1"=10' 4' HIGH OPEN STEEL FENCE COMBINED WITH 2' HIGH MASONRY WALL ATOP OF RETAINING WALL (SEE DETAIL "A-1" HEREON) 6'-0" V=59.00 2" SQ. STEEL POSTS IMBEDDED 2' 0 6'- 0" 0. C. ( TYP ) PER STRUCTURAL � 5/8" STEEL TUBE PICKETS DET. "A-1" HEREON O 4" O.C. (TYP) STEEL FENCE ATOP OF BLOCK WALL DETAIL(A „ N. T. S. CHAIN LOOP ATTACHED TO POST. LOCK FURNISHED BY OTHERS. GROUND COVER LEGEND 4' 6" WIDE x 12" DEEP CONCRETE 0 TREE RING W/ #4'S IN CTR OF RING. (0 7 LOCATIONS) TREES: LIQUIDAMBAR STYRACIFLUA: - BURGUNDY 4 EA. 15 GAL. - PALO ALTO 3 EA. 15 GAL. SHRUBS: 0 - PHOTINIA FRASERI 38 EA. 1 GAL. NOTES: 1. PLANTING OF TREES AND SHRUBS TO BE DEFERRED UNTIL WATER SOURCE IS INSTALLED BY GRANTOR. 2. SEE SHEET 4 FOR LANDSCAPE NOTES AND DETAILS. GRAPHIC SCALE 10 o 5 io Zo %%M11111111I (INS) I inch = 10 ft IRRIGATION LEGEND ■ TREE BUBBLER • STREAM BUBBLER 180' (1 PER PAIR) ►� GATE VALVE 0 WATER METER ® AUTOMATIC CONTROLLER 3 STATION OR APPROVED EQUAL NOTE: SEE SHEET 5 FOR IRRIGATION DETAILS AND LEGEND. GRAPHIC SCALE 10 o s 10 zo I �=! ( IN FEET ) 1 inch - 10 ft 40 63.50 TOP OF COLUMN 8" Column Beyond Per Detail "A-3" Hereon CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING I i 4' Open Steel Fence •� Atop Block Wall Per Detail "A-2" Hereon STEEL FENCE POST IMBEDDED 2 AND GROUTED 6 O.C. 8" C.M.U., SLD. GROUT f'm= 1500psi, Fy= 40000psi 8" C.M.U., SLD. GROUT / �A f m= 1500psi, Fy= 40000psi III Imo, #5 0 32" Vert 0 EDGE X00 #4 0 24" Horiz 2 3/4" 12" C.M.U., SLD. GROUTOf f'm= 1500psi, Fy= 40000psiON /X #5 0 16" Vert 0 Edge #4 0 24" Horiz /LD/Z co TW= 59.00 0 (V TRW=57.00 0 (V 0 F 3,-0"000, o'`t 0 =III= III-- I • . • - III=III=III=� • / . , _ .�•' ,. #4 HORIZ. AS SHOWN I ' TOE (bottom) #5 0 16" o.c. 3'-0" I1'-0" (D RETAINING WALL DETAIL 8" C.M.U. f'm= 1500psi, Fy= 40000psi #5 0 24" Vert 0 CL Track For Sliding Gate See Section "D -D" On Sheet 2 1'-10" �-01 TOE (bot) #4 0 24.00" o.c. , #4 HORIZ. AS SHOWN 10" 2,- O" 2'-6" N.T.S. TW=57.00 w SCREEN WALL .DETAIL 6" 2" SQ. STEEL rm- AX TUBE PICKET 2" SQ. STEEL 1 "x2" STEEL TUBE TUBE PICKET BOTTOM RAIL I 5/8" STEEL TUBE PICKETS 3.5" GUIDE WHEEL 0 4" O.C. (TYP) 1.5"x1.5" ANGLE 1"'x2"' STEEL TUBEWHEEL TRACK FS TOP RAIL 2» SQ STEEL / TUBE PICKET 1/2" ANCHOR i/ 8" WALL 18'-4" 2" SQ. STEEL POSTS 1 4" 6'- 0" 0 6'- 0" 0. C. (TYP) (T,) (TYP)/ WALL FOOTING r - TW TW_ DETAIL "K" CONCRETE o 1 6 BLOCK WALL I 1 CONCRETE MAX WHEEL TRACK (SEE DETAIL 1 BLOCK WALL 2" SQ. STEEL ATTACHED TO WALL » � - - - - TUBE PICKET D-1 HEREON) x co I -- - - - (SEE DETAIL FS I •- FS D-1"HEREON) - - N - 3.5" GUIDE WHEEL F_ - - - - - 3.5" GUIDE WHEEL _ - - - - ATTACHED TO THE � _ _ _ _ - - - _ ATTACHED TO SLIDING GATE11 i�.. BOTTOM OF SLIDING GATE I 12 FOOTING 3.5" GUIDE (SEE DET. "K" HEREON) WHEEL ATTACHED i 8" WALL 16 1 POURED CONCRETE TO SLIDING GATE 19' LONG WHEEL PER MANUF. SPECS. 3"DIA STEEL POST SEE DETAIL TRACK ATTACHED 8" INSTALL L" HEREON) TO CONC. �SEE DETA L ENDS OFSTOP ATE AT BOTH WHEEL TRCK 3 1/2 SLEEVE 1"x2" STEEL TUBE L" HEREON DIA BOTTOM RAIL )" " DETAIL L 12" 16'-0" (WALL TO WALL) 19' LONG WHEEL TRACK Underground Service Alert e Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG (SEE DETAIL "K" HEREON) Q fit) k �'' S'I<),►�, SLIDING GATE DETAIL `j0. i1i GEOTECHNICAL ENGINEER: GEOLABS - WESTLAKE VILLAGE 742 HAMPSHIRE ROAD, SUITE C WESTLAKE VILLAGE, CA. 91361 (818) 889-2562 W.O. 75261_4 r N.T.S. BENCH MARK FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E SLY. SIDE OF BASELINE 220' +/- E'LY. OF OF CHERRY AVENUE. ELEVATION = 1313.04 REVISIONS ce.17 Up.:i/ TF PER PLAN 1'X1' Cont. Gravel Drain W/ 4" PVC Pipe See Subdrain Detail "F" Hereon Finished Ground Retaining Wall Outlet Trough Wall (See Plan For Loca'io Finished Surface/ Fil ished Ground CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 57.00 TOP OF FENCE 4' High Chain Link Fence on Atop Block Wall Per See Det. "C-2" On Sht. 2 Detail "C-2" On Sheet 2 and Detail 'G' Hereon 0I Q 0 For Fence Post Sleeve �• Installation a. \ N U � 8" C.M.U., SLD. GROUT A I III III II oo z 3" Q #4 0 24" Horiz N FS ELEV0`0 W/ 4 PVC Pipe �• "F" z PER PLAN p00 c0 ..�. F-•• =1�1 "'TIII ,;.III III w I * 3,-0"000, o'`t 0 =III= III-- I • . • - III=III=III=� • / . , _ .�•' ,. #4 HORIZ. AS SHOWN I ' TOE (bottom) #5 0 16" o.c. 3'-0" I1'-0" (D RETAINING WALL DETAIL 8" C.M.U. f'm= 1500psi, Fy= 40000psi #5 0 24" Vert 0 CL Track For Sliding Gate See Section "D -D" On Sheet 2 1'-10" �-01 TOE (bot) #4 0 24.00" o.c. , #4 HORIZ. AS SHOWN 10" 2,- O" 2'-6" N.T.S. TW=57.00 w SCREEN WALL .DETAIL 6" 2" SQ. STEEL rm- AX TUBE PICKET 2" SQ. STEEL 1 "x2" STEEL TUBE TUBE PICKET BOTTOM RAIL I 5/8" STEEL TUBE PICKETS 3.5" GUIDE WHEEL 0 4" O.C. (TYP) 1.5"x1.5" ANGLE 1"'x2"' STEEL TUBEWHEEL TRACK FS TOP RAIL 2» SQ STEEL / TUBE PICKET 1/2" ANCHOR i/ 8" WALL 18'-4" 2" SQ. STEEL POSTS 1 4" 6'- 0" 0 6'- 0" 0. C. (TYP) (T,) (TYP)/ WALL FOOTING r - TW TW_ DETAIL "K" CONCRETE o 1 6 BLOCK WALL I 1 CONCRETE MAX WHEEL TRACK (SEE DETAIL 1 BLOCK WALL 2" SQ. STEEL ATTACHED TO WALL » � - - - - TUBE PICKET D-1 HEREON) x co I -- - - - (SEE DETAIL FS I •- FS D-1"HEREON) - - N - 3.5" GUIDE WHEEL F_ - - - - - 3.5" GUIDE WHEEL _ - - - - ATTACHED TO THE � _ _ _ _ - - - _ ATTACHED TO SLIDING GATE11 i�.. BOTTOM OF SLIDING GATE I 12 FOOTING 3.5" GUIDE (SEE DET. "K" HEREON) WHEEL ATTACHED i 8" WALL 16 1 POURED CONCRETE TO SLIDING GATE 19' LONG WHEEL PER MANUF. SPECS. 3"DIA STEEL POST SEE DETAIL TRACK ATTACHED 8" INSTALL L" HEREON) TO CONC. �SEE DETA L ENDS OFSTOP ATE AT BOTH WHEEL TRCK 3 1/2 SLEEVE 1"x2" STEEL TUBE L" HEREON DIA BOTTOM RAIL )" " DETAIL L 12" 16'-0" (WALL TO WALL) 19' LONG WHEEL TRACK Underground Service Alert e Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG (SEE DETAIL "K" HEREON) Q fit) k �'' S'I<),►�, SLIDING GATE DETAIL `j0. i1i GEOTECHNICAL ENGINEER: GEOLABS - WESTLAKE VILLAGE 742 HAMPSHIRE ROAD, SUITE C WESTLAKE VILLAGE, CA. 91361 (818) 889-2562 W.O. 75261_4 r N.T.S. BENCH MARK FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E SLY. SIDE OF BASELINE 220' +/- E'LY. OF OF CHERRY AVENUE. ELEVATION = 1313.04 REVISIONS ce.17 Up.:i/ TF PER PLAN 1'X1' Cont. Gravel Drain W/ 4" PVC Pipe See Subdrain Detail "F" Hereon Finished Ground Retaining Wall Outlet Trough Wall (See Plan For Loca'io Finished Surface/ Fil ished Ground CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 57.00 TOP OF FENCE 4' High Chain Link Fence on Atop Block Wall Per See Det. "C-2" On Sht. 2 Detail "C-2" On Sheet 2 and Detail 'G' Hereon 0I For Fence Post Sleeve �• Installation TW= 53.00 \ 11 U � 8" C.M.U., SLD. GROUT f'm= 1500psi, Fy= 40000psi III III II #4 0 24" Vert 0 EDGE III ISI ,;,.III ,. 2 3/4" Q #4 0 24" Horiz 1'X1' Cont. Gravel Drain FS ELEV0`0 W/ 4 PVC Pipe �• "F" o I PER PLAN See Subdrain Det. Hereon ..�. =1�1 "'TIII ,;.III III N TF PER PLAN _ #4 HORIZ. AS SHOWN IP Sol A, HEEL (top) #4 0 24.00" o.c. man 8" , RETAINING 1-0 3 - 0" WALL DETAIL , N.T.S. �n nr n,nn Recommended specifications are: 4 inch diameter PVC Schedule 40 pipe or equivalent; with 3/8- inch diameter perforations, in 2 rows at the ends of a 120' arc, at 3 -inch centers in each row, staggered between rows, placed downwards; embedded in 1 ft /ft of Class 2 Permeable Material, or in open -graded material wrapped in filter fabric. SIEVE SIZE PERCENTAGE PASSING 1 "__________________________ 100 3/4------------------------90-100 3/8'.'----------------------- 40-100 N0. 4---------------------- 25-40 N0. 8----------------------18-33 N0. 3--------------------- 5-15 N0. 5--------------------- 0-7 NO. 20Q-------------------0-3 SUBDRAIN DETAIL N.T.S. 2" SQ. STEEL POS1 0 6'-0" O.C. 71 N OFF -SET CONT. BAR CONC. SLUMP BLOCK WALL 2 1/2" SLEEVES 0 6'-0" O.C. STEEL FENCE POST SLEEVE INSTALLATION DETAIL N.T.S. CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING TW= 57.00 8" C.M.U. f'm= 1500psi, Fy= 40000psi #4 0 32" Vert 0 CL °j #4 0 24" Horiz N 24" 52.8 63.50 TOP OF FG COLUMN 63.50 TOP OF 8" C.M.U., SLD. GROUT � COLUMN f'm= 1500psi, Fy= 40000psi - - - _ I oil=ITI_ #4 0 16» Vert 0 Edge L11 to 3 TIE #4 0 24" Horiz o #3 TIEI _j ' HIGH OPEN STEEL 2 3 4" 4 / I 4- #5 FENCE BEYOND 51.0 •O . VERTICAL FG 8" SLUMP BLOCK BARS • 46 z COLUMNQ. `D _ __ _ ' • �I - #3 TIE 2 ? 24" '� -III=-,i I�I-III TF=50.33 D 0 3 E I -ILi11 o #4 HORIZ. AS SHOWN77 - 0oO ao 01 #3 TIE m 3 TIE 1 59.00 8„ 1'X1' Cont. TW=59.00 3 TIE i TW# Gravel Drain W/ 4" PVC Pipe SECTION J --J 5 CONT. , » • 3 -0 See Subdrain 5 CON T.8" MASONRY Detail "F" Hereon >R • WALL BEYOND oI . w ' (57.0) N TRW= 57.00 TRW= 57.00 J . ; RETAINING WALL DETAIL _ 1 • -'� N.T.S. tom- EX. GROUND • I I I I RET. WALL PER ' I I STRUCT. DETAIL I L "A-1" HEREON • • ' 12" 1 • NOT A PUBLIC WORKS PROJECT COLUMN DETAIL N.T.S. A-3 CITY OF FONTANA, CALIFORNIA moor DRAWN BY SCALE: AS SHOWN rem,.-.,Inc.LANDSCAPE & IRRIGATION PLAN, A. BA GRADING DETAILS mo r Civil Engineering • Planning " Surveying • Public Works DR. NO. 9 9 9 Y 9 DESIGNED BY FOR 2.3155 13821 Newport Ave,, Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 BA PREPARED UNDER THE SUPERVISION OF: CHECKED BY ® CALIFORNIA DATE: ETIWANDA R.S.U. 0 01 -CP -117 7/19/94 JOB NO. SHT. NO. CITY 2"'- �s 4502 SAN SEVAINE PARK DATE DATE C. HOGAN R.C.E. 26229 DATE: 3 OF 5 APPROVAL APPROVAL • J.N. 4�U� O U