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HomeMy WebLinkAbout2714-7SEE -A 00 6-08 HIGH STONE COLUMN. REFER TO DETAIL VSHEET 15. (15) TOTAL THIS SHEET_ ^ V-08 HIGH SINGLE SIDED SPLITFACE THEME WALL REFER TO DETAIL 'C',.SHEET 15 It 7111f Pit -IFfy?r icu-1 M e% V-08 HIGH PRECISION BLOCK WALL REFER TO DETAIL 'A', SHEET 15 — 'J, 7- 771. r - — -------------------­ ev ...... ............ . p rs f-'.'` /1,64 y \K A 10�1 N Its u D tA U 4\ .............. .. ......... ... .... . .... uK oi "0 A— 41b PR- v -1011""•—a..INS VEN 1A0, .......... . 7; 1rV 'tot . ..... .............. . .................. . .. ........................ x . . . . . . . .. . . . ................. ..... ............... ...... ................ .......... . . .... ......... -AU ... . .... .... .............. 6. ..... . . ....... . . . ............ ........ oe— 0/ 74-7�­-- ........ . ...... ,n_... . . ...... -4 ------ ........ ...... 16 #A ri Won" -4- ....... loli... ... . ...... . ....... .. ....... 411, ........ ­­ -:.:..:v: A --- ; 0 - . � . . . ........ 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I – --- ... . ... --REFER TO BUILDER HOUSE PLOTTIN �4............... - ......... . ...... !>%!ee T FOR EXACT SETBACK. . .. ...... ...... .......... ...................... ........ ... .......................... . .. ......... ...... ...... 10. 0, AN � — — 3 -i-7?1i 70i, JA . . . .................... . ... . ..... . . . ... . ......... . .. ................. . ............... . . .. . ......... e** - I Typ. % , - 0 P 28, TREE,`+00,00 AD=60' A cp­ z 26 % C; c, 1114 0;,�'?, ­L�, 00 55,001, 0C 1., 55.0 0C 5r.O'- 39-64 PAD ft&Q,� 4 45.() 5 .0 C > My C) ..iw + PAD= 66. i-00 r04) X� ' 3C� 4 PAD=6 C 28 41L N869-59&tWE --tC} ?":4Q> " � ` � t +., a., _ �I � ,.' � ` � ,,- � .� � NzsW 59'00*E VT N89`591 -*0•"A v- 20�•. "1. I. C i 25 ' :: .�: 3� �.Q- 3�':.. �t� 32} 34 37 PAD= 59.1 0a C> !3 PAZ; 59. 1 27"-- E> XQ 41 � rei 29 Ei V i � 3� ri `-•"'fir•,. � `w. 44 ZtEf ••fii t r`�� r. fQP —0 6.6 F-AD=66. PAD=67. PAD 6 7-4: AD= PAD= PADAW64,0 PA D 6 5, 11 P AD= 6111 PAD=66,3: 8 PAD -62 7 PAD=61t! 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(ft. ...rj AAt ........... ... ..... .......... .... . .. .. ........................................................ ... . ..... v A I ............. ...... ­­.....- ­.. - .,k f.; ­­ . . . ....... ... .. ..... .. ........ ........... . ..... .. .. ......................................... ............................... ... .................. .................... .. T'F C; 4 41>. . ...... % . ..... . ........ . ........ .................................. -e .......... . ............................ ....... v .... . ......... ............................ e .............. 70 t - -- - ------ 17 V -i *59 10 _ E f" ^7 1V N89&59**� L 2* 4 -mi 6 N89 0 9 PAZ) .2 X 43- ... .... OSED .... ....... ............ . ...... .. .... ...... ..... .......... ......... ................ ... . ...... . ......... ............ ........... .......... .. ..... . ..... .......... ............ WALL ... .. ......... *E39 00 51, t= I STREET T tte 4, .......... .................... . . . . . .. ...... . ........ . ...... . ... . . ..... . .......... . ... .................. . . ................... . ... . . . ............ Fi tfi 59 .... .... 17 -:7 4 -T)Q 14 4, 41U /* .. . ....... % N I PAD=61.7' a Y a . . ........ j oi flu — A 5/ 3 30.\ �IAD=55,�� AL mi a a 7== KV 15 'loll 4W. LO 12 ... . ...... :1 a 2+)t, 31 a ........... C; ........... .... . ...... saw W: ............ ... ........ ........... ...... • a % : ••4 /�� LLQ 14 14"> *E . ......... • is '14A W A. ........... ... .......... C0 SEE SHEET 0 SCALE: 1 "= 40' rM ... ... .............. ............ ... ...... . . ........ ............ N, . ..... ... . . ..... . ..... ...... % % a 3? X % Iry a. • 12 3 4 5 10o. 2 8 13 )k. D 6 1 m PAD 5 9-5, ­Ar`=59,k P D P L; PAD=61,5 % f" 5 7 ": : � /, A ZI 6. 3 4 -,A -D PA T7 % 15 0 .9 a Tki (m. iwru % ....... ........ ............ ............ % .......... . ..... ...... .... ........... ............ L ...... ... ...... .4 ................ - - -------- - W: .7 % 014)1.0 ...... . . ... ............ ......... ............ ............... ............... ............ . . ............ ....... ....... .... . .. .......... ........ % % a Ww t -t fto % % 3t it No. io NOTE: ALL WALL HEIGHTS ARE MEASURED FORM THE HIGHEST ADJACENT GRADE. ALL MASONRY SURFACES ACCESSIBLE TO THE PUBLIC SHALL HAVE ONE (1) COAT OF "GRAFFITI MELT" AS MANUFACTURED BY GENESIS COATINGS. INC. (800)533-4273 AVAILABLE FROM SINCLAIR PAINT (213) 888-8888 - BRIAN BURK, REPRESENTATIVE. PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 REWSOM �ngimeer Ci No. -1 pproval Date: ApDrtal Date: MJAW CALTRANS BENCHMARK NO. 8-17COMMUNITY BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE, IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM sIERRA AVE.ARCHITECTS ELEVATM 1428.6090 Prepared By: LAYMON LA.-T*M-- S CAPE 1 ENCINA IRVINE, CALIFORNIA 92721 PHONE (714)731-820 FAX MQ 731-4I41 CITY OF FC3NTANA CALIFORNIA 3124117 Fkbtj&1t4& "MM&p4jr' DEVELOPMENT DEPT. Drawn By: WALL PLAN for TRACT NO. 15655 Scale: in 40@ Designed Mf: Date 111 Chocked By: Dwi No. 2.71 "7, .x 55 a I 147 N .4