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Home My WebLink About3551-4Q � fl 4 ° n A ° A fl 12 a 11 ° 10 a 9 e 8 p 7 a e 9 ° ® I 1 0 9 135 134 o PLANS PREPARED BY n ° • °° � a Y �a SEE SEE PLANS PREPARED'BY a ®`�.. ARCHITERRA DESIGN a p ,� ARCHITERRA DESIGN GROUP FOR TRACT NUMBER20 p e GROUP FOR TRACT NUMBER 4 16495-2 19 ---- - ---T 16495 a °� " $ 5 2 ° Oa , D to w © ® .-'Y3 C 61 D A l0 PO L'ffi� G9 m =OC ' ® G ® ® cow ea ® ® m sm 10 VIV r—� r 7 I 131' 39' �. 50' 33 d 2 { 3 i. 50' 32 WALL RETURN NOTE: CONTRACTOR TO COORDINATE END OF PERIMETER WALL WITH LOCATION OF RETURN WALL, RELEVANT TO FOOTPRINT PLACEMENT. WHEN WALL IS VISIBLE FROM STREET ON BOTH SIDES, CONTRACTOR IS TO USE DOUBLE -SIDED SPLIT -FACE BLOCK. +++ 1151 11 1081 1. ++ + qA 51 O, • ca 130' J 1� 79 4 3 WALL RETURN NOTE: CONTRACTOR TO COORDINATE END OF PERIMETER WALL WITH LOCATION OF RETURN WALL, RELEVANT TO FOOTPRINT�PLACEMENT. WHEN WALL IS VISIBLE FROM STREET ON BOTH SIDES, CONTRACTOR IS TO USE DOUBLE -SIDED - e SPLIT -FACE BLOCK. ;� ,. 76 � / � 35 a D O Ls -Ca m C p ® � Rt G7 Ql� cc ®�mm�� 11 12 �- 82 r �wo� 49 ' °-}----- - --}--ST S- �- a. t-- F - 36B 75 eY. CC wUpo , /ham m a � m m -- — •-- 0 � m � � m �, 48 ° o Q ° 83 f =w pm0 ® m m �, 60 a � � m d $ iii i ; CO 37 74 B� ; LLJ Lr) ��on� T �I U_ Eft 50' "< i a a 57 '� n �. 0<0 29 �o®®®m a€= 59 ° 58 0 ° 84 l�rD 0 01 47 a � 61 a a, � ��w ®�m�� 38 C� ,' 73 {Zi 0 � ,.am¢.ImG9®7 50' 28m , � m o J I� ° 85 � ° 62 i46 mmmum ° f ig-- _- __-_ _ ;l 72 Cij � / CV `lq d 1 m 0 ® m cn � m w T a m50' ®oAft27 '-�Fm= r� �mm�la®86 0 °fl A ° r A m m 40 45 ° 63 ° 71azy ;\ CON 0"'TRUCTION LEGEND ■ ■ ■ ■ a ■ ■ ■ ■ ■ O 6-0" HIGH SPLIT-FACE/PRECISION BANDED (ALTERNATING COURSES) MASONRY BLOCK THEME WALL w/ PRE -CAST CAP. SEE DETAIL A, SHEET L-5. SPLIT -FACE BAND ON SIDE VISIBLE FROM STREET. ��s� . r • O2 6-0" HIGH SPLIT -FACE (ON SIDES VISIBLE FROM STREET) MASONRY BLOCK NEIGHBORHOOD WALL w/ PRE -CAST CAP. SEE DETAIL C, SHEET L-5. 3 RETURN WALL PER SEPARATE SUBMITTAL. 4 EXISTING V-0" HIGH PRECISION BLOCK BOUNDARY WALL w/ PRE -CAST CAP TO REMAIN. PROTECT IN PLACE. . — 5 6-0" HIGH TUBULAR STEEL FENCE w/ CONCRETE MAINTENANCE BAND. SEE DETAIL H, SHEET L-5. ® 6 20" SQ. x 6'-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP AND COBBLE VENEER. SEE DETAIL B, SHEET L-5. ® 7 20" SQ. x 6-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP, LOGO PLAQUE, AND COBBLE VENEER. SEE DETAIL G, SHEET L-5. fl o # � /1 EXISTING WALL. 50' ID �, m m �' ® m ID a _ _ _ __�__. �.__�____ _- -_—a 1' ®� ®.f PERMITTED PER PLANS 26 j 87 PREPARED FOR TR. #16074 r � . ®� 41 e ! 44 a 6466 a 67 68 1 70 ®� ;f ` ® w , �, r; �, ,� vWALL RETURN NOTE: ®� a m CONTRACTOR TO COORDINATE END OF 50 25 d m m o lJ 88 PERIMETER WALL WITH LOCATION OF fl 43 fl ° ° tj 69 a �� ,� ' RETURN WALL, RELEVANT TO o m m 42 u 65 ° ° e / 4 rFOOTPRINT PLACEMENT. i 4 j ,� 3 24 —_ _- -.__ _._wx 89 J 4 z ------- --------- - o 16 71 � 10 11 i3 14 1511 d QLACEB RK ST -01 17 ' f ®� f cn , z a la O A r { 23 . ' 137 ®@ p A ° � ° a 102 ° 101 a 100 99 98 97 96 95 94 g3 �, o H a 4 22 ° 21 20 ° ° 92 A�Z' ' I I _ ° ® p 8 p A A 91 a e ° A A i m m P.► l J i' 19 irte` 136 ® 19 CD 103 104 105 106 107 ° 108 109 �,--' 17 18 ! Ig s ► ° ° 0 135 f 1 137 e 0 0 155 0Cm 134 , 16 �� m®�m��, 138 0 J ID ID rJ -r+-ST x ° 13.3 ° 139 m ID O t//Z/am U 501 15 o,o � �OCQ g A 1 i ° e ° 6 A e © a © 132 ° .Y ° 117 p 116 0 115 ° 114 113 112 111 110 140 — ® CM m 118 ° Uj t` I 14 epi �� LU00b mo� a CL a 131 F-- a % �.- _ CC �I 141 m o /w/ o m o m a ° � r",+ O /'yam W s �z' CC E _ o 13 ®� v __ _----- — - -_ ____ - _LL CC 50' Z) 0< Z �' %1 y_ . ° ° A p p A A A 130 o V a- c� o m V�p p p p p 142 �� w t 125 126 127 128®��, Ja.a x 12 119 120 121 122 123 124 �m�oo 50 A ° e ° ° 129 Z 143 WALL RETURN NOTE: EXISTING WALL. CONTRACTOR TO COORDINATE END OF _ 1 PERIMETER WALL WITH LOCATION OF PERMITTED PER PLANS 78' o d �' RETURN WALL, RELEVANT TO �' Q >� ID ® PREPARED .FOR TF. #16074 ° FOOTPRINT PLACEMENT. .ST � - N 144 ° ` 0 3 4 �o { t ® 3 °fl a ® ° p a ° ° © fl 149 6 1 5 p a 148 147 e 146 ® 145 X1201 / °$ p 7 ° 4 p 3 ° 2° 1 9 50' 50' ° ® 2 ° e ° ° 52' ° 76' ° Cn 62` 50' 115 50 50 a- 62 - - - - - ■ ■ ■a■ ■ ■ ■, ■a 5G'---— -- — _ ■■■ W440 - -_ --- — L3� iif w®®��Q9 Oml Q ® ® m m ® GM 7 1 1 1 1 1 1 24 25 26 17 18 19 20 .r-._.-._. 21 .._.._._{�U�UP� AVE -o -2 ._.I.._..—..{...._....._._-.I......_...�...�._.,_.� Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG TR. # 16495-1 - MASONRY WALLS TRACT# LOT# LENGWALL HT. 16495 1 112 6'-0" 16495 2 50 6'-0" 16495 3 55 6'-0" 16495 4 50 6'-0" 16495 5 50 6'-0" . 16495 6 50 6'-0" 16495 7 55 6'-0" 16495 8 88 6'-0" 16495 9 110 6'-0" 16495 10 120 6'-0" 16495 11 78 6'-0" 16495 12 50 6'-0" 16495 13 50 6'-0" 16495 14 50 6'-0" 16495 15 50 6'-0" 16495 16 155 6'-0" 16495 17 19 6'-0" 16495 23 137 6'-0" 16495 24 80 6'-0" 16495 25 50 6'-0" 16495 26 50 6'-0" 16495 27 50 6'-0" 16495 28 50 6'-0" 16495 29 50 6'-0" 16495 30 50 6'-0" 16495 31 50 6'-0" 16495 32 50 6'-0" 16495 33 131 6'-0" 16495 34 115 6'-0" 16495 51 .108 6'-0" 16495 52 58 6'-0" 16495 53 50 6'-0" 16495 54 50 6'-0" 16495 55 50 6'-0" 16495 56 50 6'-0" 16495 78 141 6'-0" 16495 79 130 6'-0" 16495 89 71 6'-0" 16495 145 120 6'-0" 16495 146 76 6'-0" 16495 147 52 6'-0" 16495 148 55 6'-0" 16495 149 112 6'-0" TOTAL 3178 TR. # 16495-1 - STEEL FENCE TRACT# LOT# LENGTH(FT.1 FENCE HT. 16495 33 39 " 6'-0 16495 34 39 6'-0" 16495 78 43 6'-0" 16495 79 43 6'-0" TOTAL 164 PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-5 FOR SPECIFICATIONS, SEE SHEET L-13 FOR CONSTRUCTION PLAN, SEE SHEETS L-2 & L-3 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEETS L-6 & L-7 FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-10 & L-11 WALL RETURN NOTE: CONTRACTOR TO COORDINATE END OF PERIMETER WALL WITH LOCATION OF RETURN WALL, RELEVANT TO FOOTPRINT PLACEMENT. WHEN WALL IS VISIBLE FROM STREET ON BOTH SIDES, CONTRACTOR IS TO USE DOUBLE -SIDED SPLIT -FACE BLOCK. -n CITY OF FONTANA, CALIFORNIA DRAWN BY:SCALE: MZR SYCAMORE HILLS TRACT. # 16 1 ' 1t1 fVITY FACI I STRICT 1 It = 60'-0" DATE: 2/5/04 DESIGNED BY: KPF_07 CHECKED BY: JAF APPROVEDA6< I e DATEO/OL' CQrY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05 DWG. NO.: 3551 4 14 LAM D S CA P E ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 t ° Richard Krumwiede oo CA Lic. #2834 AZ Lic. # 29115 = NV Lic. # 446 0 •711,. -j.0 TX. Lic. #1884 � J �pNp S 'A pF O um w/49 49�y . - -/—I W"o Date SOF CALF MPH 2/17/04 1"=60' JOB NUMBER 0328-5 L-4 4 OF 14 SHTS. IIIII- m co o ULo � T U 1¢— m ®-'oma IL d< �oU- 4¢M00 e— VLUCO B Uj cn a w wcI)0 �rn }- 0w z z 00 CD 0- M L0 MPH 2/17/04 1"=60' JOB NUMBER 0328-5 L-4 4 OF 14 SHTS.