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Home My WebLink About3552-4SANTA ANA AVE. � 1. 1 CONSTRUCTION LEGEND ■ w ■ ■ ® ® ® ■ s I 11 6-0" HIGH SPLIT-FACE/PRECISION BANDED (ALTERNATING COURSES) MASONRY BLOCK THEME WALL w/ PRE -CAST CAP. SEE DETAIL P., SHEET ' ® , j i.66 ��rI �,� �� A � a ,, f L-5. SPLIT -FACE BAND ON SIDE VISIBLE FROM STREET. m ®o m i m � m m m �,'�° .�. e..�.�. � � 30'-0" , 150' ®m m I 218' 35i:0 150' 155' S.D.E. , �2 6'-0" HIGH SPLIT -FACE (ON SIDES VISIBLE FROM STREET) MASONRY BLOCK NEIGHBORHOOD WALL w/ PRE -CAST CAP. SEE j 3 � 39 S.D.E. � 40 ° 61 ® � 62 4 � DETAIL C, SHEET L-5. p ® 0 ° a ® a ® '' ' '"'+�'+'' 'w 3 V-0" HIGH PRECISION BLOCK BOUNDARY WALL w/ PRE -CAST CAP. SEE DETAIL I, SHEET L-5. 7 WALL RETURN NOTE: ® '�'f`:r{f�``��` 4 EXISTING 6'-0" HIGH PRECISION BLOCK BOUNDARY WALL w/ PRE -CAST CAP TO REMAIN. PROTECT IN PLACE. 6fl C OLZ� 4 Q m 3 �' ® CONTRACTOR TO COORDINATE END OF � 60 61 62 63 64 65 66 PERIMETER WALL WITH LOCATION OF ° —j- v — _ 5 6'-0" HIGH TUBULAR STEEL FENCE w/ CONCRETE MAINTENANCE BAND. SEE DETAIL H, SHEET L-5. 38 ° — RETURN WALL, RELEVANT TO 63 � ® 6 20" SQ. x 6'-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP AND COBBLE VENEER. SEE DETAIL B SHEET L-5. 51 FOOTPRINT PLACEMENT. WHEN WALL ISVISIBLE FROM I f L_ I CONTRACTOR IS TRO USE DOUBLE-SIDEEET ON BOTH D I 7 RETURN WALL PER SEPARATE SUBMITTAL. B T 2 m m � SPLIT -FACE BLOCK. m >m m I WALL RETURN NOTE. 1 m RETURN WALL PER SEPARATE SUBMITTAL. r I I CONTRACTOR TO COORDINATE TRANSITION 37 �. 0 59 64 — - f- - _ _ — RETURN WALLI�OCAT ONS. SPLIT -FACE N TO SPLIT -FACE AT ENTUAL 50 -- j ° o I ° REQUIRED FOR WALLS VISIBLE FROM STREET. x 36 a j 43 TR. # 16495-2 MASONRY WALLS ® , m ° I 65 50' -T 58 I ° f z Q TRACT# LG 1# LENGTH(FT.� WALL HT. 1 15 It16495 105 61-011 ® I ° -- ° W 16495 2 49 6'-0" a ° 71 70 2 � I m�®® _ CL I_- I— 74 73 a 72 ° a 35 ° 44 m j ®� m W = � � 16495 3 52 6i-oll a ° 50' ° _ ° j 66 il 16495 4 52 61_O�� 5 60 6 -0 69 d 68 a 67 1 57 ° T-- 16495 6 62 6'-0" ° A Cr_ 16495 = m to t� m r �- D W ° 0 3 ° 0 m O 16495 7 60 6'_0" 8 56 6 -0 3 � ° ° � 34 ° � 45 ��d� � 67 � �o�� 16495 � �� ® 9 50' ° + U_ W D 16495 9 54 6 -0 I 56 �" O Z Z - 16495 10 54 6._0.. ' o � ®o �, o � ° � � � m � 16495 11 77 6�_0�� { LLJ CD 16495 12 140 6'-0" INS139 73' 50• 25' 33 0 46 m ° (%� 68 i 2 Er p 16495 13 121 6._0.. ® ° 5 » ° 50 g o _ T 55 Y 16495 14 65 6 -0 11 I m ° o e ° o I 16495 15 50 6�-0�� 27 28 29 30 31 1 � � ® � on ° I -I �m�am� 16495 16 50 6-0 102 ® 26 ° 47 m d 16495 17 50 6'-0" 11 % ° 32 ° 1 ° 69 16495 18 52 6.-0.. 141' 54 I 16495 19 63 6 -0 ' 16495 20 55 6'-0" ° m o � m 16495 21 48 61.011 m ,®� 25 % a WALL RETURN NOTE. ,� .- �, I 16495 22 50 61.011 CONTRACTOR TO COORDINATE END OF o _t PERIMETER WALL WITH LOCATION OF 53 70 16495 23 50 6'-0" 103 S — - — - — RETURN WALL, RELEVANT TO I 16495 24 49 6'-0" - � _ — - ; _ _ - ST K ----T --_ --1-- FOOTPRINT PLACEMENT. i °— - _....._ _ 25 141 61.011 16495 °� y• -r ' ' _r m m I ayz 16495 26 139 6'-0" 27 70 6 .01124 16495 49' r ° 52 I 71 16495 28 50 6._0.1 16495 29 50 6'-0" 7 ' 2 m - ® 16495 30 50 6.011 i ° ° ®� - ' a EXISTING WALL 16495 31 25 6'-0" Z C3 50' 23 I ° ° ® ° ° 72 / PREPARED FOR TRPERMITTED PER A#16074. 16495 34 50 6�-0�� W Cr ® 73 a 51 cc <f 4 16495 50 6_0�� 36 ' m 78 77 76 75 ° 74 50 T 16495 50 6 0 Lit.! _ Ir LO Nm ,) ° e s ° ° q ` ® = o m 16495 37 50 6._0.1 3 � 77 � I I Lij V O � 50� 22 $ ° ° ° ® ® o r 38 51 6 0 16495 ^¢ � ,-- � ll 7 $ j � ° � � ,�' ® � � 16495 40 218 6�_0�� _�--+- ------ .—.—_..�----.—_-- 16495 150 61-011 cc >- W — ' 1 0 ° ® �- + ~ F — 16495 61 155 .6 1-011 OMOM s' -o" P. �° ° a ° °' 16495 62 150 60._0.. �Wc� , .� _ - 16495 73 77 6._0.1 _ s u 115' '� �° '� 16495 $6 115 6'-0" OLL �zz 1 -+ 7 � _ C� .� ®� - o ® m m 16495 $7 154 6' 0" W w — ,� ° a , •i �, 16495 107 5$ 61-011 J 0 f a o s ° ° 6 10 TOTAL 3377 ° ° 86 �. 3 48' 21 ° TR. # 16495-2 - STEEL FENCE ►� $ ° ° 40' �' �, 7 ,�. Q ° u 84 85 •. ♦, `� TRACT# LOT# LENGTH(FT 1 WALL HT. ° 0 ° ° ° „ 6 16495 86 40 6'-0" � 1 a ° ° � . 16495 87 39 6'-0" 82 2 �y 79 80 81 ` WALL RETURN NOTE. 5 1 ® TOTAL 79 55 20 CONTRACTOR TO COORDINATE END OF 39 ,1 a PERIMETER WALL WITH LOCATION OF 1 0 © RETURN WALL, RELEVANT TO a FOOTPRINT PLACEMENT. WHEN WALL IS a VISIBLE FROM STREET ON BOTH SIDES, CONTRACTOR IS TO USE DOUBLE -SIDED o 63' 19 y � m m ® SPLIT -FACE BLOCK. 1. ° 0T 11 A .I(. B88 ' 18 ° n 89 ° 7 154' a 90 52, mm��m l ° I ° 92 91 17 1 ° 97 ° 96 95 ° ° � ° I N _ 50' ® p 0 58 � 16 ,� ° d � ° ° fl 107 501 000 - °106 I �mm ®dT_105 om om 1 e ' ° a , ° t . ° ° 1 ° ° ° ° ° 103 104 , ° N 15 0 9 1 , WALL RETL C:Czz= 2 CONTRACTOF 50 98 99 100 101 PERIMETER VI T RETURN WALL FOOTPRINT PI 14 ' 65 ° `� cm ram m m �° � --ter � 7 . t.-- - - -- i � ® o 13 �, so� 3 ° 2 H 1 . a � rJ 121' ° 0 0 ° 6 ° I 12 a ° 10 a 9 e 8 7 0 g 49' 105' I 11 52' — I ° 52' 60' � I o ® ® 0 0 e , � " I 140' 56' 1 62 _..—. _....L—. —. ---.-H 77 54 54 60 2. r-,'---•— • ++ - i� + -+ ® x an `�' . tet'^ ® ® � s., e� tsa m t� m ® � m, m c ® ® � ® romom�a m ma • '' rm v , to . ..r' - � • ` - - ® � m m � moassmm to o v 1002 UNDERWOOD00 DR. SEE PLANS PREPARED BY ARCHITERRA DESIGN GROUP FOR TRACT NUMBER 16495-1 Underground Service Alert Call: TOLL FREE ((((� 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG S3 C, 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 CITY OF FONTANA, CALIFORNIA DRAWN BY:SCALE: SYCAMORE ILLS 1" = 60'-0" MPH TRACT. # 95 - UNITY FAC I ISTRICT M 110�co DESIGNED BY:(;® DATE: KPF 600 2/5/04 CHECKED BY: APPROVE 01 DATER �L• DWG. NO.: 4 JAF CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05 3552 14 �yOSGAPE �',Q' LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909)484-2802 v C o ER r'�P Richard Krumwieda CA Lic. #2834 oAZ Lic. # 29115 W Lic. # 446 TX. Lic. #1884 vAND SCgpe KrumW,- 4 �► DateO \OF CA�`F MPH 2/17/04 1"=20' JOB NUMBER 0328-5 SH,EET NUMBER L=4 4 OF 14 SHTS. co M 110�co 600 ul ®J� _j IL U_ •.CL ° 00 V pj;o W oC CL a� cn In wcno � 0w z z �.. o O c.0 C- LO O C0 MPH 2/17/04 1"=20' JOB NUMBER 0328-5 SH,EET NUMBER L=4 4 OF 14 SHTS.