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HomeMy WebLinkAbout3655-5I 21 22 23 24 11 12 13 14 15 16 17 18 1R + � �_ 2(� I _ _ _ - - - 10 — — ---F--- — I f---+i--h- — ----F--- -- —F--- — I I— --ar---f- — ---F-- — --I — I 1— x—+- — T '�- �— —I +� SANTA ANA AVE. L.INE OF SIGH- _ .. • - ....................... LINE OF SIGHT • -..... e ■ .■. . n ■. ■ ■.1a. aae ■ r,. ..._ _ Y � �.... _ ,.w. ,. .. ri„ r ., ..�,. , •-- .;�.® .... _... w .: 4 tir a. _. 116 50' __ 63 ._ _ 39 �. 150 50' 50' a 55' 50 55 ' 50' 50' 50' 55' ° 50' ' 55' ° 50' 50 55 , 116'LJ , 50 ° ` ryls— s w -I.w.r . w ?` 1 46 47 , 48 49 50 51 52 I 53 54 55 56 57 58 I 59 , 60 61 2 63 64 65 66 _ i i 2 38 ®, 4 , ° ° ° ' a a a , , 5 1'b 945 L � I rt 37 w •b r_ s t LINE OF SIGHT - —o _ LINE OF 91911 r �D 36 r e �, • .. � I ��- < _ � M EXISTING WALL PERMITTED 44 WALL RETURN NOTE i : �._I e , , , I PER PLANS PREPARED FOR >I I I 80 , CONTRACTOR TO COORDINATE END OF TR. #16495-2. • ' ' I 79 ' 78 ' 77 ' PERIMETER WALL WITH LOCATION OF 2 , 71 ° 70 - l X147' r ' RETURN WALL, RELEVANT TO = 35 ° ' x 41 40 39 38 ' ��-�- --� ----.R ->� . " . FOOTPRINT PLACEMENT. 69 , 68 67 ; I 43 42 t 81; I 34 AP, 3 JI ....,._. ........z......»a t � 82 P I I riT 37,y - - x_E a -• . _._ .v. 33 ...,. r - - ---_ • 100 101 - °a n ° 8327 28 29 ° e 30 31 a a j 3 18 19 a 102 = 26 ♦ 36 ' _ 32 ■ x 1141 20 _ _ 84 99 , r 25 V 17 ♦ ® 35 EXISTING WALL PERMITTED r 1 ♦ 103 : ` PER PLANS PREPARED FOR .• r I 85 , �r1«.11 r „ TR. #16495-2. 98 - _ a 21 1 34 ' ' - - �---- - - - 24 58, 16, a 86 - - -- - - 104 97 22 f$ 33 - 'All= 23 I 15 ` ?.: }� +. .. rar-ems, - _ -. 'r — — i 87 1 96 6 105 Y 14 (,n ' 23 32 ° = 3 22 1150 a - 88 95 ' 24 31 13- 50 89 CONSTRUCTION LEGEND - _ ----- - - ° 25 30 'r` 94 tl24 _ 12 ° i ■■■■■■■■■■ 111 6 -0 HIGH SPLIT-FACE/PRECISION BANDED (ALTERNATING COURSES) MASONRY BLOCK THEME WALL w/ PRE -CAST CAP. SEE DETAIL A, SHEET ® cJ0' ° t * . - _ ., - _ c 3 L-5. SPLIT -FACE BAND ON SIDE VISIBLE FROM STREET. _ _ 21 90 a , r - „ - _ O 6'-0" HIGH SPLIT -FACE (ON SIDES VISIBLE FROM STREET) MASONRY BLOCK NEIGHBORHOOD WALL w/ PRE -CAST CAP. SEE - --- - ° I 93 • . 4 DETAIL C, SHEET L-5. e 26 29 11 25 - " ► •'" '"�'+�''+•" `w •" ""�'w.'+• '�`: 3 EXISTING V-0" HIGH PRECISION BLOCK BOUNDARY WALL w/ PRE -CAST CAP TO REMAIN. PROTECT IN PLACE. 50' __---.-- 20 13 4 20" SQ. x 6'-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP AND COBBLE VENEER. SEE DETAIL B, SHEET L-5. 91 a"' 92 5 RETURN WALL PER SEPARATE SUBMITTAL. ° 27 28 ° 126 g 10 # 50 9 w C a .- 1 127 9 , - - - - - - - - - ' r ■ I: ■ 70' _ 18 _T _TTR. # 16495 - MASONRYi s = 128 TAT# LOT# LENGTH(FT.) W� 16495 1 128 6' 8 ° ° a a ° ° a ° — �; f _ _ 16495 2 95 6' ,n 50 ' { 111 110 109 108 107 106 : �' r ° _ - —_ 17 16495 3 122 6' a 114 1131 112 j ' 16495 4 166 6' = EXISTING WALL PERMITTED 129 - -- - - --- 16495 5 53 6' a - PER PLANS PREPARED FOR i 16 TR. #16495-2. 16495 6 50 6 16495 7 50 6' ■ 50' 7 ° ti r r » 2''r --- 16495 8 50 6' . - � -° _ 130 , c 61 __,_ ..,.. -... 16495 9 70 16495 10 50 6' 6 15 16495 11 50 6' ■' S0' 16495 12 50 6' 121 122 123 ,11 ' ' 115 116 117 118 119 120 ' 131 = ®- _ w .r..w. 16495 14 50 61 -`, 16495 15 50 6' WALL RETURN NOTE: 53' 5 ° ' ° CONTRACTOR TO COORDINATE END OF r _ 14 16495 16 58 6' !f I PERIMETER WALL WITH LOCATION OF "` = 16495 17 114 61 r 1 - _ RETURN WALL, RELEVANT TO 132 16495 44 147 6' _ '" FOOTPRINT PLACEMENT. , = 45 139 6' �. tr _ . w 16495 Q ' ' x• 16495 46 150 6' 4 N�OFSIGNT _ _ t -- — — �— B-- — €.: 13 16495 47 50 6' E aF SIGN o ; = 16495 48 50 6' 4,. 116 40001 * SIN - �• � ; = 16495 49 50 6' _ - - — s r — - - - - - = 16495 50 55 6' - Y�, .. _ I - ®® 133` r 16495 51 50 6' 000e16495 52 55 6' ' 16495 53 50 6' , 4 • 2 ' S 1 14 5 139 ° 138 137 ° 136 ' 135 134 _ 16495 54 50 61 1 3 4 2 �"' 2' 3 16495 55 50 6 2 2 r, 12 16495 56 55 6' 122 , w a a ' ' ' , e _ 16495 58 50 6' 95' ' 128' 118' i i i i i = 16495 55 6' 5Q 50 50 52 54 125 53 16495 59 50 A' —— •---- -. _-_..._...... 7 - -•-• .............. UNE OF SIGHT 10 11 12 4 LINE OP siGM 5 6 0 8 - . _ _ _ - - - - - - -t— --I- -F -t---- ---t— I- i -- UNDERWOOD DR. , , , ° i Under round Senfice Alert G Call: TOLL FREE ((( r 1®800 1 ,�11P 422.4 133 TWO WORKING DAYS BEFORE YOU DIG 16495 60 50 16495 61 55 16495 62 116 16495 63 116 16495 64 50 16495 65 50 16495 66 63 16495 133 53 16495 134 125 16495 135 54 16495 136 52 16495 137 50 16495 138 50 16495 139 50 16495 140 118 TOTAL 3441 WALLS LL HT. -0" -011 -011 -011 -011 -011 -o11 -011 -011 -011 -011 -011 -011 .0 11 -011 -011 -0" .011 -011 -011 -011 -011 -011 -011 -011 -011 -011 -011 _0 11 -Ou -ou -011 .011 -011 -011 _ 011 -L011 -011 1-011 1-011 1-011 1_011 1_011 1.011 1-011 1-011 1_011 1_011 PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, St -E THIS SHEETI AND SHEET L-2 FOR CONSTRUCTION DETAIL.,, SEE SHEET Lys FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-12 FOR CONSTRUCTION PLAN, SEE SHEETS L-2 L-3, & L -3A FOR CORRESPONDING IRRIGATION PLAN, SEE SHEETS L-6 & L-7 FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-10 & L-11 L A N D S C A P E ARCHITECTURE SITE PLANNING 10221-A Trademark Street Rancho Cucamonga, CA 91730 Tel (909)484-2800 Fax (909)484-2802 .• Richard Krumwiede CA Lic. #2834 Gf AZ Lic. # 29115 °°` NV Lic. # 446 •a1� •�° TX. Lic. #1884 a U NgSCApF uaie n� �0F CAIOLO 0i - wCITY OF FONTANA, CALIFORNIA DRAWN BY: SYCAMORE HILLS ..nn �CD V� 7 U� DESIGNED BY: 600 KPF rn IU o�o� PPROVED BY: / DATDWG. �a-� Cro ® JRC CITY ENG NE R R.C.E, 51152 EXP. DATE 12/31/x5 tA LU r` � co d') ''J=0) V � �J OLLJ Z 1�00LID 0328-5 M wCITY OF FONTANA, CALIFORNIA DRAWN BY: SYCAMORE HILLS SCALE: KP UNIT'if RACT. # 16495 CMFACILIVES D STRICT OM 1 . = 601-011 DESIGNED BY: DATE: KPF A 7/9/04 CHECKED BY: PPROVED BY: / DATDWG. NO.: 655 /15. JRC CITY ENG NE R R.C.E, 51152 EXP. DATE 12/31/x5 9/20/04 LST A A A A A A MPH 9/20/04 1"=60' 0328-5