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r <br />O <br />LH <br />N <br />O <br />N <br />\ <br />0) <br />0 <br />�i <br />I <br />U <br />r- <br />w <br />w <br />0 <br />Q <br />U <br />x <br />w <br />J <br />n <br />O <br />U <br />J <br />Q <br />FE <br />0 <br />z <br />w <br />z <br />w <br />U <br />w <br />Y <br />a <br />J <br />N <br />O <br />ro <br />O <br />Ln <br />/ <br />U <br />W <br />O <br />w <br />/ <br />3500 W LAKE CENTER DR <br />SANTA ANA, CA 92704 <br />3512 W LAKE CENTER DR <br />SANTA ANA, CA 92704 <br />3524 W LAKE CENTER DR <br />SANTA ANA, CA 92704 <br />M 3411 W LAKE CENTER DR <br />SANTA ANA, CA 92704 <br />98.42' 131.67' <br />EXISTING FH EXISTING 8" <br />WATER LINE <br />(B"ACP W) <br />b:'1 I ,.'ACP A) <br />NEW 10" <br />WATER LINE <br />20' <br />------------ <br />FH I <br />NEW <br />GATE <br />20' WIDE FIRE <br />ACCESS ROAD <br />NEW 10" <br />WATER LINE <br />20' <br />;N OCFA WATER AVAILABILITY FORM <br />SECTION A: To be completed by customer <br />Project Name:OCFA SR # <br />Project Address: 3120 W Lake Center Dr City: Santa Ana <br />Applicant Phone #: ( Fax #. <br />Area of largest building ft': Construction type? {check ones I a le Tr,t ll�I nin u1B Tv s n vrt <br />Is this building sprinklered throughout? (check one) E Q <br />SECTION B: To be completed by local water department/district <br />Water DepartmenUDistrict: City of Santa Ana Public Works Agency <br />Test hocation (indicate address or cross -streets & provide reference map): See SoCal Flow Testing report on 01 /18124 <br />Hydrant number(s) (if apphcable): Test: 4002 Flow: 4005 <br />Elevation of test hydrant: grade feet above sea level <br />Date of Test': 0111$f24 Time of test': 49830 a9:0Q <br />© �m <br />Test to be performed as dose as possible t.D it* tune that the lowest flows and pressures are expo ed (e.g., M-F. 6:00- $ 00 am and 5:00 - 9:0C pm) <br />FLOW TEST RESULTS <br />TEST ►NFORM,a TION IS VALID FOR S MONTHS FROM DATE TESTIS PERFORMet) <br />Static pressure: 'Ill -I psi Residual pressure: Psi <br />Observed flow: (_0 O l I (J C/ gpm Flaw caIc'd at 20 psi: Off 3 5 gprn <br />❑ Check Vie box if the lest rriformataan above was obtained ir! a manner other than an actual now rest ri a by nomputer mweiingi <br />Based on fluctuations known to exist at the site of the test, provide estimated values for the following: <br />Maximum static pressure psi Minimum static pressure psi <br />Minimum residual pressure psi Minimum resiidual flaw 9pm <br />I have witnessed and/or revi rwed this wafter flow information and by personal knowledge and/or on -site <br />observation certify that the above information is correct. <br />Name: Itzel campy Company/Agency: PI/VA, City of Santa Ana <br />Signature: & Titie. Water Services Quail <br />ty Inspector <br />Date: Q1/18f2 <br />3401 W LAKE CENTER DR <br />SANTA ANA, CA 92704 <br />LP <br />1 <br />— (—CPW) (—C—) (8"ACP <br />LAKE CENTER DR <br />I <br />3510 S SUSAN ST <br />SANTA ANA, CA 92704 <br />305.12' <br />EXISTING 8" <br />WATER LINE <br />WATER LINE <br />'0' <br />H- <br />z <br />0 <br />Z <br />NEW FH <br />tNE <br />ANEW DDC <br />T__U 1� 2�pl& <br />-FW -FW ZIW <br />FW -FWP1^.' <br />10' <br />NEW 10" WATER <br />(10"ACP W) 10 AC too"naP w, "ACP WJ —�NEW FH 20'WIDE FIRE <br />ACCESS ROAD <br />EXISTING EXISTING 10" z <br />FH WATER LINE z <br />U) <br />U) _ <br />WATER LINE <br />3700 S SUSAN ST <br />SANTA ANA, CA 92704 <br />NEW GATE <br />NNEIRL <br />3710 S SUSAN ST <br />SANTA ANA, CA 92704 l <br />RaMMW IRr,s etc <br />SaCsl Flaw Testing <br />3741 Rase Dr, Yvrba Linda, CA 92886 <br />714-261-571G <br />email: info@socalflowtest.com <br />Hydrant Flaw Test Report <br />Project Test date ill S/24 <br />Address 3724 VIl Lake Center Dr Test time 09:00 <br />City Santa Any State CA File rla. <br />Test hydrant location 1$t hydrant east of Susan $# on north side of Lake Center Dr <br />Hydr # 4402 EIeV eft +/-j Grade <br />Flaw hydrant location 2"d hydrant east of Susan S# on northwest side of Lake Center Dr <br />Hydr # 4445 Elev (ft +/-} Grade <br />Static Pressure 94 PSI Report Date 1118124 <br />Outlet C-'value ❑lam Pitat Volume <br />A 0.9 2.0 8 PSI 8 GPM <br />B 0.9 2.5 so PSI 1300 GPM <br />C 0.9 3.0 0 PSI 0 GPM <br />D 0.$3 4.4 Q PSI 4 GPM <br />Residual Pressure 92 PSI at an observed volume of 1300 CPS <br />Projected Pressure 20 PSI calculates to a volume of 9135 GPM <br />Although the results are accurate for the date and time given, they may not accurately reflect higher <br />or lower readings which vary due to seasonal conditions and time of day. <br />Per NFPA 24-10, Table C.4.1Q.1(a), note 1, Q=29.84 x c(d)2 {005 Symbols <br />Per NFPA 24-10, Paragraph C,4.10.1.2, Qr = of x (hMf)a54 (D -Test hydran <br />t <br />Test by: Hildebrandt =Flow hydrant <br />Witness Itzel Ccampa <br />Sflfatrar f`nneartratinn Pan <br />Client <br />Dien Allen <br />NAwrinrt RP.AI FStAfP '�PFVIf:PR <br />cc: backfiowta�santa-ana,org <br />iocampo@santa-ana.org <br />gallen(gnres. net <br />ReeseJ@.southcoastp]aza.com <br />387.01' <br />EXISTING 10" <br />WATERLINE <br />EXISTING FH <br />(10"ACP W) (10"ACP W) M"ACP W) � (10"ACP W) <br />LAKE CENTER DR <br />20' <br />W <br />Q o <br />ot� (V <br />W m <br />Q <br />O U <br />J <br />LLQ <br />�Q <br />cn Q <br />z <br />o U) <br />M <br />GENERAL NOTE: <br />EASEMENT TO BE PREPARED FOR DESIGNATED FIRE LANES, <br />AND SHALL ACCOUNT FOR RECIPROCAL AND EMERGENCY <br />ACCESS TO THE BENEFIT OF THE CITY OF SANTA ANA <br />OCFA FIRE HYDRANT PARAMETERS <br />MAXIMUM DISTANCE TO A <br />MAXIMUM DISTANCE <br />AVERAGE DISTANCE <br />FLOW REQUIREMENT <br />MINIMUM NUMBER OF <br />HYDRANT <br />BETWEEN HYDRANTS <br />BETWEEN HYDRANTS <br />HYDRANTS PER BUILDING <br />(THRU ROAD) <br />(THRU ROAD) <br />(THRU ROAD) <br />3001-4000 GPM <br />4 <br />210 FEET <br />420 FEET <br />350 FEET <br />124.18' <br />WATER LINE <br />27.36' <br />e ,a°ASP <br />w, <br />55.63' <br />20' <br />Q� <br />V <br />3000 W MACARTHUR BLVD <br />SANTA ANA, CA 92704 <br />WATER LINE <br />EXISTING 12" <br />13.52' WATER LINE <br />TO BE REMOVED <br />20' WIDE FIRE <br />� ACCESS ROAD <br />50 <br />25 <br />0 <br />50 <br />ill <br />=50' <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 />t■�■ti,l--�■tir���.�e�rli�a■ti■1■� <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 />& SONS <br />S <br />OWNER/ APPLICANT: <br />� A SE-IFI <br />TIII <br />C.J. Segerstrom &Sons <br />a California general partnership <br />3315 Fairview Road <br />Costa Mesa, California 92626 <br />SHEET NAME <br />FIRE ACCESS AND <br />HYDRANT 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 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-5. 1 <br />i <br />