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16 <br />\ <br />\ <br />FF \ <br />�\ ��1 4 <br />142 <br />\\ .84 <br />\ \ 143X 6 <br />kz� <br />y <br />\\ 3.62 � <br />I <br />\ 144. I n <br />140 \\ X <br />NOTES <br />1. ANY PROJECT ADJACENT EXISTING DRIVEWAY WHICH IS <br />PROPOSED TO BE REMOVED SHALL BE REPLACED WITH <br />NEW STREETSCAPE CONSTRUCTED PER CITY OF SANTA <br />ANA PUBLIC WORKS AGENCY STANDARDS (CITY DOWNTOWN <br />THEME). <br />2. ANY STREET TREE REMOVAL WITHIN THE PUBLIC <br />RIGHT-OF-WAY IS SUBJECT TO APPROVAL BY THE <br />ENVIRONMENTAL AND TRANSPORTATION ADVISORY <br />COMMITTEE (ETAC). <br />ABBREVATIONS <br />AC <br />ACRE <br />HYD <br />HYDRANT <br />APPROX. <br />APPROXIMATE <br />NAP <br />NOT A PART <br />BLDG. <br />BUILDING <br />OHW <br />OVERHEAD WIRE <br />BW <br />BACK OF WALK <br />PL <br />PROPERTY LINE <br />CB <br />CATCH BASIN <br />PROP. <br />PROPOSED <br />C&G <br />CURB & GUTTER <br />R/W <br />RIGHT-OF-WAY <br />DWY <br />DRIVEWAY <br />SD <br />STORM DRAIN <br />ELECT. <br />ELECTRIC <br />SF <br />SQUARE FEET <br />ESMT. <br />EASEMENT <br />SS <br />SANITARY SEWER <br />EXIST. <br />EXISTING <br />SW <br />SIDEWALK <br />FF <br />FINISHED FLOOR <br />TC <br />TOP OF CURB <br />FL <br />FLOW LINE <br />TYP. <br />TYPICAL <br />FS <br />FINISHED SURFACE <br />LEGEND <br />EXISTING PROPERTY LINE <br />EXISTING CENTERLINE <br />EXISTING PARCEL LINE <br />EXISTING EASEMENT LINE <br />XX.XX EXISTING ELEVATION <br />XX.XX <br />PROPOSED BUILDING OUTLINE <br />,.. FUSCOE <br />III <br />E N G I N E E R I N G <br />16795 Von Karman, Suite 100 <br />Irvine, California 92606 <br />tel 949.474.1960 0 fax 949.474.5315 <br />www.fuscoe.com <br />Architecture + Planning <br />888.456.5849 <br />ktgy.com <br />I <br />I <br />I <br />tt <br />I <br />I <br />I <br />146.0 <br />kl� <br />I142.35 <br />I <br />X <br />42.25 <br />U41.84 <br />IC3 <br />I °" <br />V n S <br />----------------------,- -�F-------- .----------- <br />- -`�� <br />------ ---------------- -- <br />u <br />---- <br />n 1. o n © �N��� <br />---144 ----�4�C3---------------�E----- ---- --�/ <br />X <br />I or <br />1 4 4 4 X <br />"DW <br />H * W - 10"DW - x 10"D <br />X X <br />X <br />1a,.so <br />14238 142 X 142. 2 <br />142.24 <br />142.62 <br />- 142.55 - 142;432 <br />12"SS - ''12'SS 14�� -12"SS 12"SS <br />- � '�- RT-RLA ' <br />i2"SS- <br />-r41ZSS--12."S�2-12"SS--12""SS-- <br />142.68 <br />EXIST. C&G <br />TO BE REMOVED <br />141 142 X 141.74 O 12 N <br />6 <br />141(1� <br />._•- _ <br />_ _ <br />------------- ----------------------- �_ I <br />_ <br />- -14 4 - - - - - - - - - - - - - - - - - 14 4 E� - - - - - - T�40DGP-- <br />\I N <br />\�PROP. PROP. PROP. PROP.' to <br />`BLDG. BLDG. BLDG. BLDG. � BLDG. . \ �EXCST. <br />\/ 145.13 0.0 <br />\ taXs X 145.1s ` 7 9' 32.1' 141. s <br />\ 1 I .25 X 145.84 \ \\\ 27 .x + II <br />\ FIST. �.-./� <br />146 <br />144.60 \" P <br />I B <br />X _� �_ �45 PROP. I ❑ I I NI <br />�S <br />\ \ \ ,aria \ �� I cn <br />BLDG. <br />\ X �� / 141X 41.86 <br />/ J <br />44.83 <br />\X 44.08 714,� <br />144.30 144.17 1 (D <br />W x x 144 .07 <br />\` ;� �� 143.86 \ z X l EXIST. T E <br />1 .12 X PROP. / 143.64 143.72 2 ~O \ 110 BE I <br />\ \ \ BLDG. ,� J I REMOVED (TYP) <br />\ AA 143.87 <br />X C) <br />\ 1 3 <br />143.65 14 X 5 1 NAa143.74 <br />NAA <br />X <br />\ \ \ \ �`�� 143.30 14.0 I 141X <br />\ _ \ X yl/ <br />\ \ \ \ 143.81 <br />\ \ 143.20 143.58 X <br />\ \\ \\ x \ 43X 6 143.2 X X >< l <br />\ \ \ Q 143.5` w I 1 <br />\ \ 43.43 \lI / <br />�` � � I 144.23 � N \ \\ \ 142\ t EXIST. TREEEl <br />.84 \ \ \ \ s, 14BE <br />3 <br />X x r-r EMOVED ( P) I j� <br />\\ 62 � '4 X � I <br />\ \ \ \ \ \ PROP. PROP. I I I I I <br />PROP. <br />\ 143.39 BLDG. I <br />\� X w ,4,X� o I <br />143.E > <br />\ 7 \ \ C 1 ,2 PROF. LOT LINE OI Y I <br />\ EXIST.\ \ 143.1 ^ d I <br />\ 7 �\) \\ PROP. / \ \I a1X21 I <br />\ \ ?j 1 a \ BLDG. x 142.77 <br />\ \i \ \ J X\ <br />\ T\ NY \ z6 / a <br />\ \ 142.35 I I <br />I \ \ X \ / I I E HDST.�} <br />\ \ \ N 14 . 5 \ \ 142.73 <br />1.7 <br />142.35 <br />\ \ 1 2.01 \ X \ 142.32 \- / �i 40. El <br />\x <br />1 1.74 X 142.23 1427 <br />\V\ �1q2 ���� \ X 142,24 4 / EXIST. TREE ills <br />\\ \ \ 142.18 <J; <br />141135 <br />1 <br />WA'l ERFORD <br />TO BE <br />REMOVED ( P) <br />J � <br />x� <br />PROP. I N <br />BLDG. EXIST. ST. LI(� TI 140.76 <br />�TO BE REMO D '1 <br />x� I <br />I <br />\ \ I \ ~ 411 41.78 I lXJ 30 <br />\ \,� \ , X 141. <br />18 \ X x5 / I I EXIST. <br />C&G <br />o XX <br />I <br />Et 14 .REMOVED <br />1 \ \ \ PL \ 141X 14 . 8 / 142.50 I J I N <br />\ 43.29 \ X 142.26 J 1 ` \ X \ 140.77 X { \ 141.77 14.2 � X / I <br />1 \ 140.82 141.85 \ �14 / I El <br />\ 20 Q X `1N. 4 .05 142.0s ? I <br />\ ,a 14 5M \ 141.81 X x I EXIST. SD CB I I <br />-t 43.7 n v.,.-- 141.36 X 141.8 �i <br />X \ I \ _ 8.0I 32.0' I I \ -,rr� X 42.15 142.1 B 9 <br />X PROP. 0 0.0' <br />1a X PROP. X X X <br />\ \ BLDG. I 141.39 BLDG. <br />- 141X2 142 - - 73 - -+ - - - - Cn it <br />1 I\� <br />\,a 27 ,\ EXIST. PROP. I ^ 1a1.15 <br />L PL EXIST. PROP. <br />\ PL I I <br />\\��- - - - - �_ - PL EXIST. CURB RAM U 40.77 <br />>✓HR�Rk EXIST�M / X X X - - - - - - - - - - � TO BE REMOVED X <br />D _ ,� <br />TO BE REMOVEla - - \4XI T. DRY UTIL <br />--------- - EXIST. TRAFFIC LIGHT <br />EXIST. ��--=_ ` EXIST. EXIST. \.XIST. C&G-------- ---- EXIST. C&G EXIST. EXIST. SIGN TO BE RELOCATED <br />- 18"DW 18"DW -,,, 18' -- 18' DW -- - HYD '\ DRY UT SD CB TO BE REMOVED TO BE REMOVED HYD �TO BE <br />0 <br />- - _ - - - - - - - - - - - - - - - - RELOCATED o <br />O (TYP.) <br />144X 9 N ' 140.88 140.68 141.10 141.24 O <br />,� = 12 w- - -- 12"OW='F2"DW= 12"DW= ® 12"D�=o ® ��I2"DW i2"DW <br />FOURTH STREET - - -00 <br />- <br />,4.66 144.28 - 143. - �• - .96 14. - - - <br />142 �� - <br />tb� 141.55 <br />140.97 141.09 x <br />14I4.25 - - - - - - - x - - - - - - - <br />141.37 <br />- - -X �C <br />ti - - - - - - - 140.89 - - - - - - <br />a - - X - <br />14374 <br />EXIST. TRAFFIC LI ST. 140-r_ EXIST. EXIST. <br />- - a �c _/-ST. LIG - - - - - - - - - - ST. LIGHT T140 Q.5 - - - - - - - +� ---- --�-- <br />CENTRAL POINTE <br />SANTA ANA, CA # 2019-0129 <br />SCHEMATIC DESIGN <br />July 20, 2020 <br />142 / <br />14(51),Z <br />40' 0' 20' 40' <br />SCALE: 1 " = 40' <br />141 <br />14u.C1 <br />X <br />\\ n A <br />\ 00 <br />14S <br />L'J <br />14 <br />.55 <br />1 <br />145 <br />27 <br />14X1 <br />1 <br />X2 <br />111.17 <br />14228 <br />I <br />4 <br />74 <br />1 <br />73 <br />43.2 <br />V <br />X <br />142 <br />SITE PLAN - EXISTING <br />CONDITIONS <br />_J <br />144.3t <br />X <br />15 <br />X <br />X \ <br />1 <br />I <br />- I <br />I <br />I <br />I <br />1� <br />II <br />� I I <br />II <br />143X 2 I I 1 <br />II <br />lI <br />I II <br />1 <br />I <br />I <br />I <br />' n <br />14 3: <br />I <br />141.56 141.71 <br />14+49 <br />C1.0 <br />