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\ - ----1144 <br />44X <br />- 14J <br />140 \ 144.X i 143,24 - - - - - - - - - <br />o 143X f PARKCOURT PLACE X=4.0' W=A= <br />ro PROP. - - - Vts <br />28.0' <br />ROLLED CURB 79XISTIN 2.so STXII. - ---- --- --T. LI T �C--- F <br />w 1n.u-� -- -�- -- -- - --- �- C <br />\ - <br />� \ �,, �,\ � •,. -.�,: IIIIIIIIIIIIIIIII '� � � � .��� , \,a-��_�_ <br />r <br />\ �\ <br />\ \== ==== <br />M <br />i <br />NOTES \ \ \ <br />1. ANY PROPOSED DRIVEWAY, CURB, GUTTER, CURB RAMP AND/OR SIDEWALK \ <br />TO BE CONSTRUCTED PER CITY OF SANTA ANA PUBLIC WORKS AGENCY \ \ \ <br />STANDARDS (PER THE METRO EAST PUBLIC REALM AMENITY PLAN). \ s \\ <br />2. THE SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH <br />THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA ;A'\ IST. M r <br />REGION ORDER NO. R8-2009-0030 DISCHARGE REQUIREMENTS (MS4 <br />\ \� \ \ <br />PERMIT). PRO <br />3. ALL TRAFFIC IMPACT ANALYSIS (TIA) RECOMMENDATIONS) WILL BE \ \ \ ?j \\ BLD . <br />IMPLEMENTED PRIOR TO THE BUILDING PERMIT, SOLELY AT THE <br />DEVELOPER'S EXPENSE. \ \ \ I <br />4. PROPOSED STREET TREES SHALL BE 24" BOX ® 35' ON CENTER ALONG <br />FRONTAGE PER CITY OF SANTA ANA PUBLIC WORKS AGENCY STANDARDS ., <br />(CITY DOWNTOWN THEME) AND APPROVED PLANS, AS NEEDED. \ �\ <br />\ \� <br />5. PROPOSED DRIVEWAY TOP OF THE "X" SHALL BE A MINIMUM 10-FT AWAY <br />FROM ANY AND ALL UTILITIES. <br />6. UTILITY EASEMENT WITHIN PRIVATE STREETS TO BE EXCLUSIVE ` \ \ <br />UNDERGROUND, NON-EXCLUSIVE SURFACE, PUBLIC UTILITY EASEMENT IN \ `\ ` <br />FAVOR OF THE CITY OF SANTA ANA. �� \ <br />7. ANY STREET TREE REMOVAL WITHIN THE PUBLIC RIGHT-OF-WAY IS \ \) \ r, `\\ <br />SUBJECT TO APPROVAL BY THE ENVIRONMENTAL AND TRANSPORTATION 1 <br />ADVISORY COMMITTEE (ETAC). \ \ <br />8. NO GATES ARE PROPOSED ON THIS PROJECT AT ENTRIES AND PROPOSED <br />GATE WILL BE SUBJECT TO ADDITIONAL REVIEW AND COMMENTS. <br />EMERGENCY VEHICLE ACCESS POINTS HAVE GATES SET BACK AT LEAST 60' <br />Ai INA <br />A V <br />ABBREVATIONS �� v <br />\ 142.18 \ <br />AC ASPHALT CONCRETE FS FINISHED SURFACE ` \ X <br />ACRE AC HYD HYDRANT 1 1 \ \ \ \ \ <br />APPROX. APPROXIMATE OHW OVERHEAD WIRE \ <br />BLDG. BUILDING NAP NOT A PART \ \ <br />BW BACK OF WALK PL PROPERTY LINE <br />C&G CURB & GUTTER PROP. PROPOSED 1 \ r \ A <br />CLR. CLEARANCE R/W RIGHT-OF-WAY \ \ <br />DWY DRIVEWAY SF SQUARE FEET 1 \ <br />ESMT. EASEMENT SS SANITARY SEWER \ \ \ <br />EXIST. EXISTING SW SIDEWALK, <br />FF FINISHED FLOOR TC TOP OF CURB <br />FL FLOW LINE TYP. TYPICAL \ <br />LEGEND <br />� V PL T. \ <br />EXISTING PROPERTY LINE 9 \ \ \ \ `\ <br />EXISTING CENTERLINE X \ <br />XX.XX EXISTING EASEMENT LINE \ \ \ <br />XX.XX EXISTING ELEVATION \ \ <br />PROPOSED BUILDING OUTLINE \ 141d 9 2 <br />PROPOSED SIGHT TRIANGLE 7� \ \4� <br />PROPOSED CORNER CUT-OFF \ N� \ <br />ACCESSIBLE PATH OF TRAVEL �\ <br />� oo <br />14.397 <br />CIE''PROP. 50-F\T <br />I CURB RETURN <br />AND CURB RAMP <br />/ 4 4'. <br />FUSCOE � � _ ��®� <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 />WA'l ERFORD <br />144.19 <br />X <br />R <br />144.28 <br />CENTRAL POINTE <br />SANTA ANA, CA # 2019-0129 <br />I. <br />T1 <br />0 <br />ON <br />Ell <br />o <br />0 <br />- <br />r . �r e <br />*`ice <br />FOURTH STREET <br />SCHEMATIC DESIGN <br />July 20, 2020 <br />1 V s. Y s I V 1 <br />1 <br />�Vffii�%I4i0Ii� <br />1 <br />ON <br />41& <br />will <br />�i■iiiiiii <br />r �1 <br />3611 <br />0 <br />ICI <br />o <br />iAD_-W- i -)S _3_0- - till. LIOHI - - `/ <br />-U- - <br />30' 0' 15' 30' <br />SCALE: 1 " = 30' <br />A <br />0 <br />0 <br />ICI <br />PROP <br />E] <br />M <br />NI RI, 25.0 <br />PROP. <br />BLDG. <br />N <br />�� 14 X <br />PROP. 25-FT y <br />CURB RETURN `, 1 <br />AND CURB RAMP_ <br />� I <br />� I <br />EXISTING �1 <br />ST. LIGHT �\ <br />40.0' I <br />9' 32.1' I 141. 6 <br />14: <br />� N <br />141.80 41.86 I I� <br />J I X X II❑ <br />II <br />I I <br />I I I <br />j / I <br />� I <br />4 .77 I I <br />• � I I X I �� <br />42 <br />\ 141.581 <br />�ij 1 it <br />I <br />I I <br />I 1#1. 8 ICI <br />1141.24 <br />\X 1 1 I 11ElI� <br />•JI �� j 1 I i t <br />1 I I II <br />I I <br />EXISTING I I `1X� <br />ST. LIGHT <br />w� I I <br />�I I❑ <br />DI <br />o I I <br />�0- <br />22 I I <br />I Qi I X I <br />_I <br />141. <br />�I OJ I <br />N <br />JI I I <br />i I <br />44.0' <br />1 32.0' I <br />I I II <br />J 1 I 140.76 �• ❑ <br />X II <br />I I II <br />W.72 <br />I XI III I 1 <br />I I� <br />140�6 <br />P. <br />F 1 <br />RI <br />STOLIGHT 140.80 <br />I I I <br />Ii I I4X0 <br />I I- �& P. I I I I I <br />1 0.7 <br />X 140.3 <br />(R A! 44. I' X <br />a46.0, 1 � <br />I I <br />li <br />LnILn <br />N N <br />25.0' : '' <br />25.0' <br />H-qui RO . 35- <br />A, A, A, / CURB RETURN <br />ROP� <br />9ND CURB RAMP <br />----- <br />i <br />0 <br />0 <br />00 <br />r7 <br />SITE PLAN - IMPROVEMENTS <br />20 <br />0 <br />