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W EL OUTLET ° � �- °`� <br />a <br />�FG� t ( d (8 VC <br />w z __ Ao F r <br />p U K <br />FW11 {0 °ao <br />-FG- 7 w o ICV ° ° V <br />WITH O U N TA I A - -- -AC- o= r <br />1� 'gao 7.07 RIM <br />EXITING SEWER LATERAL • _FG_ <br />37.43 TC L <br />36.98 EG/FL z s y � -AC <br />CONNECTION TO BE 0< <br />DEMOLISHED IF INTERFERING <br />SD2 WITH PROPOSED WORK. �� ° Y o <br />SEWER TO BE)ABANDONED IN TEL _SW_ v o <br />-POND GLACE PAST THE T n <br />O INTERFERENCE(S) • N v <br />❑ CONC PED <br />D ER FEATURE F O 10"0 <br />® TYP (3) O <br />SD6 r 0 SIGN <br />c <br />BSCURED DRAIN TO POND W- -AC LP <br />(2) (2) -FG- <br />UT LINE <br />M <br />0 <br />U) <br />DRAIN <br />• 1 <br />I <br />PED <br />10"0 <br />-FG- <br />CV r. <br />U• <br />LU <br />LU <br />Mo Mq, -SW� - <br />W o <br />LLI II <br />Cn U • <br />I SD <br />LU <br />z_ • <br />J <br />2 <br />U FG� <br />Q <br />U L <br />GAS <br />ijMMIIW Vqv I <br />3 RI{Vl / <br />(24�� <br />)R F <br />-POND- <br />ICV <br />D <br />CURB <br />UT LINE OBSCURED • <br />DRAIN <br />D <br />BY POND <br />37.11 TC <br />ICV <br />-FG- 36.87 FS <br />HEAVILY SHRUBBED <br />ENTINT FABRIC FENCING O <br />o <br />_SW y <br />DRAIN DRAIN <br />CONC PED TO ND TO POND <br />10"0 TYP (3) <br />_SW- <br />CONC PED <br />-FG- <br />CONC PED <br />C R <br />10"0 <br />10"0 <br />R IN <br />' 38 <br />-FG- <br />36.44 RI <br />• <br />CONC PED • <br />10"0 <br />FG- <br />SCAB -ON <br />�g CURB RAMP <br />�' (D <br />z <br />CONC PED <br />10"0 <br />ICV <br />Q <br />12. <br />IRR BOX FG` <br />-F <br />• -FG- <br />- -FG- ° <br />3 4 E <br />-F <br />CONIC <br />�S - <br />EL SF <br />RISER <br />LVE <br />' <br />_F _ <br />UNITED HEALTH GROUP BUILDING <br />3110 W LAKE CENTER DR <br />M \ <br />SIGN <br />SANTA ANA, CA 92704 <br />INTERFERING PORTIONS OF EL SF <br />• 3.29 Rl� <br />EXISTING PUBLIC UTILITIES, UT OUTLET FDC <br />DRAIN - <br />INCLUDING WATER SEWER AN <br />STORM DRAIN WILL NEED T LEPHONE <br />PIV <br />BE REMOVED AND EASEMENT9EATURE SIGN <br />VACATED. PUBLIC WATER AND ICV <br />0 <br />36.9 TC <br />- <br />STORM DRAIN TO BE <br />36.7 ITS <br />REROUTED AND EASEMENTS <br />-FG- <br />RE-ESTABLISHED. SEWER W/IRR <br />LATERALS SERVING VALVE SYS <br />PROPOSED DEVELOPMENT TO <br />CONNECT TO OFFSITE PUBLIC <br />UT VL <br />UKN <br />_FG- <br />T VLT <br />�` <br />l <br />MAINS OR UNAFFECTED MAINS <br />ONSITE. (TYP) <br />17-7-1 <br />c/ - C- <br />WV <br />UKN <br />-FG- <br />• -FAN <br />36.59 RIM <br />6" SS VC o pq <br />❑CURB D SIGN <br />TYP 2 YP 4 ICV <br />° <br />_SW_ <br />37.0 <br />37 90 <br />\ <br />o O "' F <br />\ <br />EELLI <br />A :GAS G S GA Y <br />E <br />V_�_ <br />36. 8 FS URB RAIN <br />SDMH <br />D N IGN) a <br />_�� <br />T P (2) <br />IM GP <br />• <br />- W- - R SER ED <br />S AB <br />(1 'ACP UR R M <br />NRB <br />N RKIN <br />RPOOL CARPOOL <br />l,L'I'1FZ <br />18" SD RCP <br />7 36.93 RI (2 1 „0 <br />36BASIN <br />D AIN „ P/S H (j4' <br />(24'/RCP <br />Co SD) <br />SDMH <br />SIGN <br />C) <br />37.10 TC <br />/8" VC� S) 37. 2 RIM <br />_AC- 36.33 RIM 36.78 FS <br />LP <br />-AC- <br />3� <br />SD <br />C <br />i <br />8.2 TC <br />O <br />/ <br />-FG- <br />3 7.9 FS P <br />LP <br />❑� <br />� 1 <br />ICV <br />• <br />IN35.98 <br />r <br />6.21 I <br />-AC- <br />0 <br />i D- <br />U <br />CV <br />m <br />I TE E MI <br />DM <br />an <br />I N <br />M U <br />z �o <br />O <br />t J \ C\1 M <br />v <br />-FG- <br />W <br />i <br />U <br />z <br />O <br />U <br />r <br />10 EL BOX <br />U <br />z <br />FG- 0 <br />PARKING <br />t 3 <br />STRUCTURE <br />FG- <br />PARKING <br />STRUCTURE <br />-9.5' HIGH- <br />36.52 FS <br />CMU �LL -AC CMU W LL c,) <br />EN LOS NCLOSU E z <br />W -9' ALL -6' T L o <br />SD5 <br />39" RCP SD • (39" RC SD) - P SD) <br />RACK <br />• o oo <br />G� VC <br />I� <br />BFP QL <br />II <br />CC D SD IIH HOSE F SD4 SD4 <br />0 37.3 M OL TP (4) <br />M ii)^ 7.88 INV IN W FI EXT GUIS R <br />E 7.61 INV IN S BOL TYP (2) <br />S 7.1 INV OUT E SD16 <br />FW6 C <br />SIGN C� <br />TR CH DRAIN FW -CO <br />0 <br />43 43 <br />• Cn <br />W <br />- (39" RC SD) <br />-NG- <br />NG- <br />SD SD SD SD SD SD `J Li Li L�D 11 1/ Ll Li L) U U U U U U U <br />FW FW I FW FW F 43 W FW FW FW12 SD SD16 <br />FW6 SDSD SD SD KINUSD _ SD SD SD SD S 20 10 0 20 <br />SD16 SD4 SD16 SD4 SD16 <br />FW1 SD16 U <br />SD4 SD4 <br />G SD16 SD4 -C s 4 SD4 ill 20' <br />UTT D IN <br />W2 FI E JNG�-/qq�R F I IS R 3.4 M POSSIBLE STORM <br />OL 2) III S R I 32.7 L CONNECTION HERE <br />SD D SD5 2 V IN PENDING FINAL DESIGN <br />Gll 4ArII <br />SD5 G_ • • ICV • • -NG- <br />• LP • -NG- • • ZNG • WHEELSTOP <br />-NG <br />LP A /J A A n � n A <br />IRRIGATION NOTES <br />IRR1 INSTALL 1 % " IRRIGATION SERVICE <br />LINE. <br />IRR2 CONNECT IRRIGATION SERVICE TO <br />EXISTING WATER MAIN WITH <br />REDUCING TEE OR HOT TAP. <br />IRR3 INSTALL 1 % " WATER METER. <br />IRR4 SEE LANDSCAPE PLANS FOR <br />CONTINUATION. <br />IRR5 INSTALL LEAD FREE 1 %" ZURN <br />BACKFLOW PREVENTOR. <br />GENERAL NOTES <br />1. A 20' WIDE EASEMENT IS TO BE GRANTED <br />TO THE CITY OF SANTA ANA FOR THE <br />PURPOSE OF PERFORMING STORM DRAIN <br />REROUTES AND MAINTAINING REROUTED <br />INFRASTRUCTURE. <br />2. ELECTRICAL, GAS, TELECOMMUNICATION, <br />AND COMMUNICATION PER OTHERS. <br />3. ONSITE IRRIGATION DESIGN PER <br />OTHERS. <br />4. ABOVE GROUND WATER SYSTEM <br />APPURTENANCES SUCH AS FIRE <br />HYDRANTS, BACKFLOW PREVENTION <br />DEVICES, FIRE CONNECTION STANDPIPES <br />AND ABOVE GROUND METERS SHALL BE <br />PAINTED AS FOLLOWS: <br />A. PUBLIC FIRE HYDRANTS -WHITE <br />B. PRIVATE FIRE APPURTENANCE - RED <br />C. IRRIGATION APPURTENANCES - GREEN <br />D. DOMESTIC APPURTENANCES - BLUE <br />5. APPROPRIATE PRIVATE BACKFLOW <br />PREVENTION DEVICES ARE REQUIRED <br />FOR ALL FIRE SERVICE, DOMESTIC AND <br />LANDSCAPE WATER METER PER THE <br />GRADING AND STREET IMPROVEMENT <br />PLANS. <br />6. AVAILABILITY OF RECLAIMED WATER TO <br />BE EVALUATED IN FINAL DESIGN. <br />7. ALL UTILITY SIZES TO BE CONFIRMED IN <br />FINAL DESIGN. <br />.A <br />04 <br />\� _ _ _ -�_ -_ _ _-_ <br />I - <br />� I <br />I <br />0 <br />IRE E (INGU HER <br />BOIL JJP (2) <br />i <br />STORM DRAIN NOTES <br />(:SDINSTALL <br />18" N-12 STORM DRAIN PIPE. <br />SD2 <br />INSTALL 24" RCP STORM DRAIN PIPE. <br />SD3 <br />INSTALL 27" RCP STORM DRAIN PIPE. <br />SD4 <br />INSTALL 12" N-12 STORM DRAIN PIPE. <br />SD5 <br />CONNECT TO BMP CATCH BASIN OR <br />UNDERDRAIN. <br />SD6 <br />INSTALL MANHOLE PER SPPWC <br />STANDARD PLAN 321-2. <br />SD7 <br />CONNECT TO EXISTING STORM DRAIN <br />LINE. <br />SD8 <br />CONNECT TO EXISTING STORM DRAIN <br />MANHOLE. <br />SD9 <br />INSTALL SUMP PUMP AND CONNECT <br />TO TRUCK DOCK TRENCH DRAIN W/ 8" <br />N-12 STORM DRAIN PIPE AT MIN 2.0%. <br />SD10 <br />INSTALL 3 PVC PIPE SCHEDULE 80. <br />SD11 <br />PENETRATE 3" PVC PIPE INTO CURB <br />FACE. <br />SD12 <br />INSTALL LIFT STATION. <br />SD13 <br />INSTALL MANHOLE AT POINT OF <br />CONNECTION TO EXISTING PIPE. <br />SD14 <br />INSTALL 21" N-12 STORM DRAIN PIPE. <br />SD15 <br />24" WIDE UNDER SIDEWALK CULVERT. <br />FINAL LOCATIONS AND QUANTITY TO <br />BE CONFIRMED IN FINAL DESIGN. <br />SD16 <br />INSTALL 15" N-12 STORM DRAIN PIPE. <br />FIRE WATER NOTES <br />FW1 INSTALL 6" C900 CLASS 305 PVC FIRE <br />WATER PIPE. INSTALL DUCTILE IRON <br />FITTINGS AND THRUST BLOCKS. ALL <br />FERROUS METAL FITTINGS SHALL BE <br />WRAPPED WITH 10MM VISQUEEN <br />MINIMUM. <br />FW2 <br />INSTALL FIRE HYDRANT PER DETAIL 4, <br />SHEET C5.4. <br />FW3 <br />CONNECT FIRE WATER LINE TO <br />EXISTING WATER MAIN WITH <br />REDUCING TEE OR HOT TAP. <br />FW4 <br />POINT OF CONNECTION. SEE FIRE <br />SPRINKLER PLANS FOR <br />CONTINUATION. FIRE SPRINKLER SIZE <br />TO BE CONFIRMED BY FIRE <br />SPRINKLER DESIGNER. <br />FW5 <br />INSTALL FDC AND CHECK VALVE. <br />FW6 <br />INSTALL RUBBER -SEATED GATE <br />VALVE BOX. <br />FW7 <br />INSTALL LEAD FREE 10" FEBCO <br />DOUBLE DETECTOR CHECK <br />ASSEMBLY. <br />FW8 <br />INSTALL BOLLARD TO PROTECT <br />FIRE HYDRANT. <br />FW9 <br />RELOCATE EXISTING HYDRANT. <br />FW10 <br />INSTALL PIV. <br />FW11 <br />INSTALL 10" C900 CLASS 305 PVC <br />WATER PIPE. INSTALL DUCTILE IRON <br />FITTINGS AND THRUST BLOCKS. ALL <br />FERROUS METAL FITTINGS SHALL BE <br />WRAPPED WITH 10MM VISQUEEN <br />MINIMUM. <br />FW12 <br />INSTALL 8" C900 CLASS 305 PVC <br />WATER PIPE. INSTALL DUCTILE IRON <br />FITTINGS AND THRUST BLOCKS. ALL <br />FERROUS METAL FITTINGS SHALL BE <br />WRAPPED WITH 10MM VISQUEEN <br />MINIMUM. <br />DOMESTIC <br />WATER NOTES <br />DW1 <br />INSTALL 2" SCHEDULE 80 PVC <br />DOMESTIC WATER PIPE. <br />DW2 <br />POINT OF CONNECTION TO BUILDING. <br />SEE PLUMBING PLANS FOR <br />CONTINUATION. <br />DW3 <br />CONNECT DOMESTIC WATER LINE TO <br />EXISTING WATER MAIN WITH <br />REDUCING TEE OR HOT TAP. <br />DW4 <br />INSTALL 2" WATER METER PER CITY <br />OF SANTA ANA STANDARD DETAILS. <br />DW5 <br />INSTALL LEAD FREE 2" ZURN <br />BACKFLOW PREVENTOR. <br />SANITARY SEWER NOTES <br />SS1 <br />INSTALL 6" SDR 35 PVC SANITARY <br />SEWER PIPE PER TYPICAL TRENCH <br />DETAIL 1, SHEET C4.3. <br />SS2 <br />INSTALL SANITARY SEWER CLEANOUT. <br />SS3 <br />INSTALL MANHOLE AT POINT OF <br />CONNECTION TO EXISTING SEWER <br />LINE. <br />SS4 <br />POINT OF CONNECTION TO BUILDING. <br />SEE PLUMBING PLANS FOR <br />CONTINUATION. <br />SS5 <br />POINT OF CONNECTION TO EXISTING <br />8" VCP SEWER LINE. REMOVE CAP OF <br />EXISTING LINE. <br />LINETYPE LEGEND <br />EXISTING ELECTRICAL LINE <br />GAS <br />EXISTING GAS LINE <br />(X"VCP SS) <br />EXISTING SANITARY SEWER LINE <br />(X"RCP SD) <br />EXISTING STORM DRAIN LINE <br />TEL <br />EXISTING TELECOMMUNICATION LINE <br />(X"ACP W) <br />EXISTING WATER LINE <br />"I <br />EXISTING RECLAIMED TRANSMISSION LINE <br />SS <br />PROPOSED SANITARY SEWER LINE <br />SD <br />PROPOSED STORM DRAIN LINE <br />DW <br />PROPOSED DOMESTIC WATER LINE <br />FW <br />PROPOSED FIRE WATER LINE <br />IRR <br />PROPOSED IRRIGATION LINE <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 />CA SE-d"GERSTROM <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 />UTILITY PLAN <br />NO: DATE: DESCRIPTION: <br />2023-08-21 <br />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 NO: <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-4.3 <br />