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SIGN <br />� <br />0 <br />1 EG <br />4 FL <br />35.13 EC <br />PARALLEL „ � <br />5.5' WIDE <br />RB RAMP �� <br />SIDEWALK <br />- - <br />%SIG�1_01 <br />- - - <br />WV <br />34.43 RIM <br />15 <br />TELE MH <br />34.77 RIM <br />�? <br />Oo WV <br />34. 25' x 25' CO E(RAOf�IN <br />EXIST PAVEMENT TO <br />U <br />34.41 RIM <br />33. 4 DEDICATED FORCITY OF <br />SANTA ANA PUBLIC <br />REMA LAKE CENTER <br />W <br />-AC- <br />-AC- <br />STREET PURPOSES <br />(PRIVY <br />W <br />NEW TYPE I CURB RAMP <br />EXISTING PUBLIC LIG T <br />W <br />PER CITY OF SANTA ANA <br />POLE TO BE PROTECTED <br />IN 5.3' WIDE <br />� <br />STANDARD PLAN NO. 1122 <br />.18 PLACE AND FIXTURES <br />4.18E <br />S SIDEWALK <br />W <br />OPDATED TO <br />�HBASIN <br />LP <br />32' <br />Z <br />34.13 FL <br />J <br />EXIS ING PU LIC <br />= <br />RIGHT- F-WAY L E . <br />- <br />Ik1V <br />SW-0 <br />_A <br />�~ <br />MH <br />NEW Pl1�l M <br />UT T -FG- <br />- J <br />� SIGN <br />RIGHT-OF-WAY LI <br />8 <br />36 <br />0 <br />A* <br />U) 4.65 TIC <br />co EG <br />34.25 <br />EXISTING CURB <br />3 <br />V <br />GUTTER,AN <br />EL PB <br />SIDEWAL <br />° <br />U <br />TO REMAIN <br />s <br />a <br />/ <br />0 <br />37 <br />MATCHLINE - SEE SHEET C-3.4 <br />38 <br />LAKE CENTER DRIVE (PRIVATE) <br />64' <br />37 <br />s' <br />LANDSCAPE 32' <br />OR BM.1 TYP <br />SEE SHEET C-6.1 5.5' <br />36 <br />EXISTING <br />­f� <br />CONCRETE 2' <br />SIDEWALK <br />TYP 7 <br />35 EXISTING <br />LINE ASPHALT <br />ROADWAY TO <br />REMAIN <br />34 <br />33 <br />32 <br />31 <br />30 <br />26 <br />25 <br />24 <br />8" VCP <br />SEWER LINE <br />5' <br />SCALE: VERTICAL: 1" = 1' <br />HORIZONTAL: 1" = 10' <br />38 <br />37 <br />24' <br />TYPI EXISTING <br />LANDSCAPE <br />5.64' <br />`f. � <br />36 <br />2' <br />TELECOM LINE <br />35 <br />EXISTING CONCRETE <br />CURB AND GUTTER 3' <br />TYP 34 <br />I <br />2" SO CAL GAS <br />LINE <br />10" ACP <br />WATER LINE <br />17' __4 <br />EG �� Q� GC WV TELE MH <br />SIDEWALK <br />FL LP 37.RIM FH 37.78 RIM <br />/ LAKE CENTER DR <br />PRIVATE <br />SIDEWALK �uKes' :60- <br />EW PUBLIC <br />~AC GUTTER, AND GHT POLE <br />SIDEWALK TO I �� <br />REMAIN, 3. <br />~S <br />~� ~ �: - <br />3 <br />7.67 <br />~AC~ <br />NEW CONC DRIVEWAY - <br />H CASE 2- <br />(MODIFIED AS SHOWN SS <br />,s7.13 1 <br />�- 8' --AC- <br />i o <br />T <br />36. <br />36.53 FL <br />• `' -SDMP <br />PERPENDICULAR W PUBLIC <br />CURB RAMP LI H <br />RB 37.50 EI <br />AN <br />37.31 F <br />� � I <br />D/ o <br />01 <br />I I <br />XC <br />V <br />I � <br />I <br />33 <br />32 <br />31 <br />30 <br />26 <br />25 <br />24 <br />TELE MH 5.6' WIDE <br />37.84 RIM SIDEWALK <br />37.97 EC <br />WV <br />37.17 RIM <br />EL VLT <br />UTILITIES <br />UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ONLY. LACKING EXCAVATION AND SOURCE INFORMATION, THE EXACT <br />LOCATION AND DEPTHS OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. <br />UTILITIES ARE DRAWN PER RECORD DOCUMENTATION PROVIDED BY THE CITY OF SANTA ANA. <br />LEGEND <br />--�--� EXISTING PROPERTY LINE <br />EXISTING CENTER LINE <br />HARDSCAPE <br />LANDSCAPE <br />2" GRIND AND OVERLAY ASPHALT REPLACEMENT <br />ASPHALT REPLACEMENT PER PAVEMENT <br />CONSULTANT RECOMMENDATIONS <br />17 <br />GENERAL NOTES <br />CONSTRUCTED IN ACCORDANCE WITH THE <br />CALIFORNIA REGIONAL WATER QUALITY <br />CONTROL BOARD SANTA ANA REGION <br />ORDER NO. R8-2009-0030 DISCHARGE <br />REQUIREMENTS (MS4 PERMIT). <br />2. PRIOR TO THE ISSUANCE OF FINAL <br />CERTIFICATE OF OCCUPANCY, THE <br />APPLICANT IS TO 1) SUBMIT AND HAVE <br />APPROVED DESIGN PLAN FOR THE <br />CONSTRUCTION/RELOCATION OF ANY <br />PUBLIC UTILITIES (I.E. WATER, FIRE, SEWER, <br />STORM, ETC.), 2)OBTAIN A STREET WORK <br />PERMIT, 3) CONSTRUCT ALL <br />AFOREMENTIONED IMPROVEMENTS, AND 4) <br />HAVE THE IMPROVEMENTS ACCEPTED BY <br />THE CITY ENGINEER AND /OR HIS <br />REPRESENTATIVE PRIOR TO THE ISSUANCE <br />OF FINAL CERTIFICATE OF OCCUPANCY, <br />UNLESS RELEASE IS APPROVED BY THE <br />CITY OF SANTA ANA VIA OTHER MEANS. <br />3. PENDING FINAL DESIGN, CROSS -LOT <br />DRAINAGE WILL REQUIRE THE RECORDING <br />OF A COVENANT AND/OR CROSS -LOT <br />RECIPROCAL DRAINAGE EASEMENT, <br />REVIEWED AND APPROVED BY THE CITY OF <br />SANTA ANA. <br />4. ALL TRAFFIC IMPROVEMENTS WILL BE <br />COMPLETED PRIOR TO ISSUANCE OF FINAL <br />CERTIFICATE OF OCCUPANCY. <br />5. STRIPING TO BE REPLACED IN KIND. <br />5.4' WIDE EL PB <br />SIDEWALK <br />TELE PB <br />?WV 2 <br />37.21 RIM <br />~AC SDMH a <br />37.70 TC 37.19 EG 37.40 RIM SIG <br />EXISTING PA EMENT TOCMH 38.TIC' <br />IM 37.78 FS <br />REMAIN IN L KE CENTER <br />(PRIVATE) <br />' NEW TYPE I CURB RAMP <br />PER CITY OF SANTA ANA <br />WV STANDARD PLAN NO. 1122 <br />37.11 k,.. <br />FH 24, PARALLEL ~AC- <br />ELF <br />CURB RAMP -� / LP <br />~AC~ <br />0 <br />' 64' 32' <br />32 /37.2 L _ <br />SDMH _or 11--) / SIG <br />37.32 RIM 4.z- 7~FGO EXCE TION 17 <br />5.7' WIDE <br />SIDEWALK Cj 8 7 <br />.83 EC <br />CATG. �� EL VLT /��� IG T POLE <br />36.53 C CHBASIN <br />LP /36.95 FL <br />37.26 TIC <br />37.19 EG �,� • / <br />/ EXISTING PAVEMENT TO <br />/ ~AC~ <br />REMAAN4N LAKE CENTE 5.4' WIDE <br />(PR137.07 7)F L XISTING <br />37.RIDEWALK <br />' I CURB, <br />/ GUTTER,AND <br />38.59 EC / SIDEWALK T <br />REMAIN <br />00 / • <br />00 00 38.03 EC � <br />WV <br />37.95 RIM <br />NEW PUB IC <br />24 ~AC~ LIGHT LE <br />p/ <br />38.35, TC I <br />37.89 <br />-AC- <br />.7 <br />- EXISTING PAVEMENT TO <br />REMAIN IN LAE�NTER <br />(PRIVATE) <br />" <br />RELOCATE EXISTING <br />NEW PUBLIC <br />LIGHT POLE. <br />IDE LIGHT POLE <br />REPLACE EXISTI G'IL <br />WALK <br />FIXTURE WITH L D <br />38.65 Eu� <br />FIXTU E <br />o�- LP <br />UT FEA UR OBSC ED <br />CONIC PE <br />• B!-VND <br />YP( <br />PIPF <br />32' <br />64' 32' <br />8' <br />12) <br />UT LINE -OBSCURED <br />BY POND (2) <br />11 <br />~POND~ <br />35' <br />38.45 EG <br />37.92 FL <br />u <br />-POND- <br />NEW CONIC DRIVEWAY - <br />STD APPROACH CASE 2 <br />(MODIFIED AS SHOWN) <br />SDMH <br />SW 37.48 RIM <br />~FG~ <br />• <br />DRAIN TO OND <br />(2) <br />• <br />RAIN TO POND <br />~FG- <br />VE SYS <br />EXI <br />20 <br />10 <br />0 <br />20 <br />1"=20' <br />32 Executive, Suite 100 <br />Irvine, CA 92614 <br />T 949.833.3800 - F 949.833.3806 <br />THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS AS <br />INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT <br />AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL <br />SITE FOR WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION OR <br />PUBLICATION BY ANY METHOD, IN WHOLE OR IN IS PROHIBITED EXCEPT BY <br />WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS AND/OR <br />SPECIFICATIONS SHALL REMAIN WITH THE ARCHITECT WITHOUT PREJUDICE. <br />AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE <br />OF ACCEPTANCE OF THESE RESTRICTIONS. <br />CONSULTANT: <br />INCLED N <br />Civil Engineering • Surveying • Planning <br />1570 Corporate Drive, Suite A, Costa Mesa, CA 92626 <br />P: 657.622.2121 / www.icgcivil.com <br />PROFESSIONAL SEAL: <br />04/22/2024 <br />PROJECT TITLE <br />South Coast <br />Technology Center <br />3100 Lake Center Drive <br />Santa Ana, California <br />APN: 414-261-01 <br />APN(S): 414-272-09; 414-272-10 <br />OWNER/ APPLICANT: <br />& SONS <br />C.J. Segerstrom & Sons <br />a California general partnership <br />3315 Fairview Road <br />Costa Mesa, California 92626 <br />SHEET NAME <br />OFFSITE <br />IMPROVEMENT <br />PLAN <br />NO: DATE: DESCRIPTION: <br />2023-08-21 1st Submittal Site Plan Review <br />2024-01-22 <br />2nd Submittal Site Plan Review <br />2024-02-08 <br />Misc. Corrections to 2nd Entitlement <br />Submittal <br />2024-03-08 <br />Mtg. City - Bldg. 1 Fire Access & <br />Bldgs 2 & 3 Unlimited Area <br />2024-04-08 <br />3rd Submittal Site Plan Review <br />2024-04-23 Slip Sheet Changes for Bldg. 3 - <br />JOB N0: <br />22020 <br />DATE ISSUED: <br />2024-04-23 <br />DRAWN BY: <br />J B <br />CHECK BY: <br />MI <br />SHEET NO: <br />C-3.5 <br />I <br />