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— 10 "DW — — 10"DW EHiDbW(` 10' W — 10"DW — 10 DW 10"DW E DW- - 10"DW 10"DW — 1 O"DW — - 1 O"DW - - 10"D — <br />\\�\ �2SS, rY MAINT. DW MEX <br />AIN EXIST. <br />DW r i <br />\ EXIST. S MAIN <br />_- - - - - - - - (OCSD) C <br />\ \\\ EXIST.—12"SS— — —� 12"SS 12" i2AR £ T-P-L '� 12"SS 12"SS-—12"SS— —12" S— —12" - 1 ` � <br />��XIST. EXIST. � EXIST. <br />SS MH SS MH SS MA PROP.� RM�ETER PROP. IRR METER SS AIN S MH EXIST. SS MAIN - <br />�Q BACK LOW �� PRO . DW & BACKFLOW �� �� I� (OCSD) � , <br />_ - - <br />\ — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — � 1 <br />A <br />ZT- <br />EXIST. W LTq� <br />\ \ � aD 00 <br />r XIST.DW I <br />MA N <br />\ \ p \ o PROP. DW PROP. DW \ <br />\ BACKFLOW BACKFLOW <br />\ \ `\ \ \ " ❑ n�o SS PROP. SS I M o�on ❑ I o <br />I � <br />\\ \\ \ PROP. SS LAT PROP. SS LAT N 114 <br />\ �� \ \ :r:•.. 00 <br />PROP. M <br />---I o o CIO O. <br />NOTES \ \ \ \ -- <br />\ o o Co 1. ALL NEW FOOD SERVICE ESTABLISHMENTS SHALL COMPLY o <br />0 <br />r <br />WITH CITY ORDINANCE NS-26-70 FOR FAT, OIL AND N <br />GREASE (FOG) CONTROL PROGRAM. •� \ - �T 00 <br />r I <br />- V) <br />2. THE BMP'S SHOWN ON THE APPROVED SITE PLAN ARE - __..___ <br />vvoaY � - <br />ONLY PRELIMINARY AND WILL BE REVISED OR MODIFIED -� '� i r <br />AS NECESSARY UPON COMPLETION OF THE WQMP. PRIOR \ \ I <br />TO THE ISSUANCE OF THE GRADING PERMIT, THE C\ \ \ \ \ \ o <br />APPROVED GRADING/UTILITY PLAN SHALL INCORPORATE <br />ALL REQUIRED STRUCTURAL BMP'S. <br />OP. INFILTRATION PROP. I I <br />3. THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN \ \ \\ \\ N \ LLE Y SS MAIN I p <br />ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER \ <br />QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO. N \ \\ \\ \-FR 00000v o.............. <br />voo 00000 = rT_Y� 00 i ; I I <br />RS-2009-0030 DISCHARGE REQUIREMENTS (MS4 PERMIT) \ \ \\ \\ `` \ 'a,000 0000 0 <br />2 v v c� <br />4. DEMAND CALCULATIONS FOR SIZE DETERMINATION OF <br />DOMESTIC, IRRIGATION AND FIRE SERVICE WATER METERS <br />TO BE CONFIRMED IN FINAL DESIGN. \ A \ \ <br />5. SEPARATE LANDSCAPE IRRIGATION WATER SERVICE/METER \ 7\\ \\\ \ ( \ XI W • o > \` _ - -, . \ d <br />SHALL BE USED TO IRRIGATE ALL NON-RESIDENTIAL 'n \ \ \ \ I I N y <br />IRRIGATED LANDSCAPES OF 1,000 SQ. FT. AND \\\ `� �� �� \\\ \ N J <br />RESIDENTIAL IRRIGATED LANDSCAPES OF 5,000 SQ. FT. OR <br />GREATER. LANDSCAPE IRRIGATION WATER METER OF <br />PROPER SIZE SHALL BE DESIGNED TO SUPPLY THE EXIST. <br />PROJECT'S LANDSCAPE IRRIGATION SYSTEM. IRRIGATION HYD <br />SYSTEM SHALL UTILIZE WEATHER BASED IRRIGATION \ \� \ \ E T N U <br />CONTROLLERS "SMART TIMERS" AND ROTATING NOZZLES \ \ <br />FOR POP-UP SPRAY HEADS. <br />6. ABANDONMENT OF ALL SEWER LATERAL CONNECTIONS \ �> \ \\\\ \ • ❑ 0 N 0 i\ <br />FROM THE PROJECT SITE SHALL BE REMOVED TO THE\\ ` p <br />SEWER MAIN. <br />� \ � N <br />7. ALL UTILITY PIPE SIZES TO BE CONFIRMED IN FINAL PROP. \ \ \�\\� \ \ PROP. <br />INFILTRATION —;A \ <br />\ \\ \ \ \ r GALL Y ❑ <br />8. INSTALL DOUBLE CHECK VALVE AND BACK FLOW <br />PREVENTER FOR THE FIRE SERVICE AND THE LANDSCAPE \ II <br />r <br />WATER METER PER THE GRADING AND THE STREET <br />IMPROVEMENT PLANS.:D <br />\ \ > <br />7x V1 I 0 <br />ABBREVATIONS P P. SLAT N <br />ST.LIGHT <br />I <br />• I- —, -Ells <br />SS o, S o-- TO I BE REMOVE EX S MAIN <br />AD AREA DRAIN LAT LATERAL , I ❑ <br />CB CATCH BASIN MH MANHOLEUU <br />___________ ❑ <br />DCDA DOUBLE CHECK MWS MODULAR WETLAND `t\\ \ \ I FOR FIRE z FOR FIRE <br />DETECTOR ASSEMBLY SYSTEM \ P P, <br />DW DOMESTIC WATER OHW OVERHEAD WIRE �,\ \ I S �N PROP. SS MH <br />EXIST. EXISTING PROP. PROPOSED ��\ \ \ \ / �� I I <br />FW FIRE WATER SD STORM DRAIN <br />HYD FIRE HYDRANT SS SANITARY SEWER <br />IRR IRRIGATION WM WATER METER <br />O C v <br />PROP.,, ❑ <br />M PROP. GREASE SS M ---- \ <br />LEGEND v v y ' INTERCEPTOR <br />IS � o o EXIST. SD CB <br />-EXISTING SEWER LINE M Its PROP. AD <br />i FLOW DIVERSION V'�� PROP. GREASE io <br />STRUCTURE INTERCEPTOR <br />— DW - EXISTING DOMESTIC WATER LINE 4 Id, - o o F cn <br />_ _ _ _ _ _ _ _ _ _ _ _ _ 4 I <br />— SD - EXISTING STORM DRAIN LINE ROP. SD LAT 00 <br />G — EXISTING GAS LINE <br />W METER \� '% \ <br />EXISTING OVERHEAD WIRE \ _-._ _ - <br />SS PROPOSED SEWER LINE v EXIST. DRY LITIL /1r & BACKFLOMW v <br />EXI EXIST. 1 IXIST. EXIST. �IXI3T. RELOCATED <br />LIGHT <br />Dw PROPOSED DOMESTIC WATER LINE - 18"DW �18 DW 18' DW DRY ur SD CB DID TO BE RELOCATED <br />FYV PROPOSED FIRE WATER LINE <br />EXIST. DW EXIST. SS MAIN MAIN EXIST. DW EXIST DW <br />PROPOSED AREA DRAIN LINE 12"DVS MAIN �W - 12"DW 12"DW - `MAIN (OCSD)-�2"DW <br />FOURTH STREET <br />C <br />FUSCOE �//_SS MH SS MH <br />_ _ _ _ _ _ EXIST. EXIST. <br />o 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS �' <br />❑° PROP. PROP. <br />E N G I N E E R I N G <br />16795 Von Karman, Suite 100 IXIST. TRAFFIC LIGHT IST. - - - EXIST. SS MH SS MAIN EXIST. <br />Irvine California 92606 sr. LIGHT ______-_ �- ST. LIGHT ST. LIGHT <br />_� -- „- /— EXIST. SS MAIN-` <br />tel 949.474.1960 0 fax 949.474.5315 (OCSD) <br />www.fuscoe.com n <br />II <br />Architecture + Planning <br />888.456.5849 <br />ktgy.com <br />WATERFO RD <br />PROPER[ T C O M P .% % i <br />CENTRAL POINTE <br />SANTA ANA, CA 12019-0129 <br />SCHEMATIC DESIGN <br />July 20, 2020 <br />40' 0' 20' 40' <br />SCALE: 1 " = 40' <br />SITE PLAN - UTILITY <br />C4.0 <br />