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36" MIN. TO WALL <br /> 31" CONTRACTOR TO VERIFY: <br /> ® OVERALL LADDER r6 +45' <br /> 'TOLCO' 1%" OFFSET 'FIBERGRATE' HEIGHT - <br /> (V <br /> PIPE CLAMP TO GMU DYNARAIL FRP © F.F. TO TOP OF <br /> WALL WITH 3/a",Px2Y2" ACCESS LADDER. PUMP PIT A <br /> 1%" IPS SUPPLY EMBED. TWO (2) COLOR TO BE © LADDER WIDTH <br /> TOTAL. 55 'HILTI' KB-3 GRAY. - <br /> SHOWER HEAD - SPECIAL INSPECTIONI 1t = <br /> ® cv REQUIRED (ICG GUARDRAIL `t3 2" STANDARD 5T PIPE, <br /> ESR-1385) <br /> D D EEL <br /> 4 2'-6" GALVANIZED PER PLANS. <br /> CLR. /8 TYP. N <br /> � „ � MAX 4'-0" O.G. <br /> TOP RUNG STEP-OFF 8.. N 8" 2" STANDARD STEEL PIPE <br /> 1%" ALTERNATE 1 -6 MUST BE EVEN WITH TOP <br /> SUPPLY PLUGGED © OF GONG. CURB - 3� GALVANIZED RAILS @12" <br /> O.G. MAX HORIZ. <br /> m 18" MIN. TO WALL m <br /> (V <br /> 44 LONG 'HAW5' MODEL 8300-530gCRP - N Lj 2-#3 X 1'-0" 1'-0" <br /> 55 PULL HAND CONTROL 18%a" SHOWER OR EQUAL N = o /\ VERDE DESIGN <br /> ROD 44" LONG 55 RUNGS SERRATED FRP ° +6" @ PUMP \ AROUND SLEEVE LANDSCAPE ARCHITECTURE <br /> PULL RODTYP ° PIT CURB "' >O< CIVIL ENGINEERING <br /> EYE/PAGE WASH A55Y. O - 23/6"x8"x%"x6" LONG = ° a G ° PIT CURB KWA H SPORT PLANNING&DESIGN <br /> EYE/ LL CV FRP ANGLE STANDARD m ° a ° Z <br /> PAGE WASH _ 12-7/8 - [� 5 DE U1ACURB/PIT <br /> RB/PI 1843 Iron Point Rd#140 <br /> Lu WALL BRACKET TYP. � o a a a � ° ° Folsom,CA 95630 <br /> A55Y. ' } - ° - tel: 916.415.6554 <br /> O 2" (P 55 HILTI KBTZ U1/ ° ° ° `� ° GORE CONCRETE OR PROVIDE fax:408.985.7260 <br /> _ N 3 4" MIN. EMBED TYP. ° a a a �t 2Yz"XS" DEEP SLEEVE SET IN www.VerdeDesignlnc.com <br /> ani a CONCRETE <br /> co <br /> o ° <br /> uI) o a ° 0'-0" @ MECH. ° a a GROUT FILL, WITH <br /> 23/6"x8"x3/,5"x6" LONG ° RM. FIN. FLOOR a° <br /> - FRP ANGLE STANDARD ° DIVIDING ° QUIK-ROK EXPANSION <br /> °U�4�L GEMENT OR EQUAL STAMP <br /> PROVIDE 3 /a"� `y WALL BRACKET TYP. o ° <br /> HILTI KB-TZ ANCHORS GAP BOTTOM IF ��SED ARCy�T <br /> z � �� 4x4 x3ja x23/ LONG FRP � � � v .� s. <br /> PUMP PIT 5ACKWA5H FF Fo <br /> STRAINER TO FLOOR UJITH 2 EMBED ANGLE STANDARD ° a ° ° U51NG SLEEVE <br /> (ICG E5R-1817) _ - a PIT <br /> Z m z N FLOOR BRACKET TYP. ° ° ° a ° ° FOR REINF. SEE <br /> 1%" 1%" WASTE PLAN VIEW 1 „ p a ° a °d <br /> (P 5TAINLE55 a a a a ° 5TRUCTURAL PLANS <br /> WASTE C14r STEEL HILTI KBTZ UJ/ C35 2 <br /> FLOOR LINE 2" MIN. EMBED TYP. ° o (j) REN.07/31/21 �1P <br /> fn <br /> - � ° °� � ELEVATION AT PIT � °F CA��F°�' <br /> ° n GUARD RAIL SECTION <br /> FRONT ELEVATION SIDE ELEVATION DIVIDING WALL CONSULTANT <br /> Z FRONT ELEVATION 51DE ELEVATION 1 Z <br /> 0 <br /> W 1 0 <br /> z 1 TYPICAL EYEWASH/SHOWER DETAIL N05GALE 2 PUMP PIT ACCESS LADDER 3�"=1'—�" 3 PIT GUARD RAIL 3"=1'-0 <br /> 0 <br /> 0AQUATIC <br /> W <br /> NOTES: DESIGN GROUP <br /> z <br /> 2226 Faraday Ave.Carlsbad,CA 92006 <br /> r <br /> 1. HORIZONTAL PIPE RUNS: MOUNT 5EN50R IN -45°, 0°, AquaticDesignGroup.com <br /> fn OR +45° P051TION PER MANUFACTURER'S 760.438.8400 <br /> Lu <br /> RECOMMENDATIONS. <br /> 5EN50R 00 <br /> BLACK BALE 2. VERTICAL PIPE RUNS: MOUNT 5EN50R IN ANY <br /> CONDUIT ORIENTATION PER MANUFACTURER'S <br /> ci U <br /> Lu GAP TAB -45o +45' RECOMMENDATIONS. <br /> & 3. FLOW 5EN50R LOCATION PER PLAN <br /> ui <br /> GHEMIGAL <br /> METERING PUMP DRILL HOLE 2U <br /> Lu <br /> (UNDER 301105) Y4"-20 UNG. x 1Y2" PER TABLE <br /> STAINLESS STEEL NOTCH 'A' 4Y2" 5/5 CASED LIQUID FILLED <br /> BOLT, NUT AND P l 4� PRESSURE GAUGES SHALL HAVE A DIAL <br /> UJASHER, TYP. AT PIPE DIA. PER � <br /> FOUR (4) SENSOR TABLE 'A' RANGE PRESSURE OF 60p5i AND <br /> ue�j <br /> LOCATIONS. GAP VACUUM RANGE OF 30" Hg THE MINOR <br /> Z N SECTION 'A' GRADUATIONS SHALL HAVE A <br /> w ,� PRE55URE OF 2p5 i AND VACUUM OF 2" <br /> O z SIGNET 515 - TABLE 'A' Hg %" NPT PER 5PECIFICATION5. <br /> [ifFOUR (4)3/a"� x 2%2" MIN. EMBED. 5TAINLE55 STEEL HILTI KB-3 FLOW DISPLAY FLOUJ5EN50R DRILL <br /> EXPANSION ANCHOR (INSTALL PER ICG ER-1385) AT 5" MIN. AUTOMATIC, FILTER = FILTER CONTROLLER PIPE DIA. LENGTH HOLE SNUBBER <br /> Lu < O.G. EA. WAY. <br /> co } v MANUAL FILTER = 'SIGNET' 3-5080 <br /> Oc0 Z 12Yz"x7"xY2" LAMINATED FRP 'L' Yz" THRU 4" 4.1" 1%6" <br /> w v CHANNEL 5" THRU 8" 5 4" 2%" PETCOCK' MODEL #A10, BRASS <br /> EN50R BALE <br /> 10 AND UP 8.4 2/ NOTES: <br /> GHEMIGAL TANK 1. PRE55URE GAUGES SHALL BE INSTALLED <br /> Z BY MEANS OF DRILLING AND TAPPING <br /> Z PIPE TO BE MONITORED. THE GAUGE <br /> IRON <br /> 0 p <br /> - 5TRAP-ON SHALL THEN BE THREADED INTO THE <br /> Of C14 SADDLE � PIPE. PROVIDE WITH SNUBBER AND PET <br /> 1 �� NP5M COCK. <br /> Lu u A THREADED <br /> N WALL FACE GAP w m 2. GAUGE MAY BE USED WHEREVER <br /> 1.05" CRUCIAL VACUUM OR PRE55URE <br /> > w READINGS ARE ESSENTIAL. <br /> Lu <br /> 0 INLET FLOW <br /> OUTLET SHEET TITLE <br /> U <br /> W <br /> Z <br /> O <br /> Li DETAILS <br /> z <br /> fn <br /> A <br /> SIGNET 515 STANDARD <br /> 0 10x PIPE DIA. 5x PIPE DIA. FLOW SENSOR <br /> W <br /> 0 <br /> 0 <br /> 4 CHEMICAL PUMP SHELF =1 -0" 5 SIGNET FLOWMETER 6 PRESSURE /VACUUM GAUGE "- '- " PROJECT NAME <br /> 0 6 -1 0 NO 5GALE 6 -1 <br /> W <br /> W <br /> 0 <br /> 0 <br /> FRANKLIN HIGH SCHOOL <br /> ATHLETIC IMPROVEMENTS <br /> > <br /> FOR Y2", 3/" AND FOR 1Y2", 2", AND <br /> W FOR Y2 3/", AND 2Y2" CONDUIT <br /> 1" CONDUIT ® O O 1 CONDUIT ® O <br /> U O <br /> 0 TO 120/208V O O <br /> WELEG. PANEL <br /> FOR 1Y2", 2", AND <br /> B PROJECT ADDRESS <br /> Z <br /> TO 120/208\ 6 2Y2" CONDUIT <br /> Z ELEG. PANEL4600 E. FREMONT ST. <br /> 2� r15N © C CONDUIT ENTRY - TOP VIEWCONDUIT ENTRY - BOTTOM VIEW STOCKTON, CA 95215 <br /> 6 D <br /> W <br /> 0 <br /> Ld <br /> W <br /> 5 uumumumumumuuiuuiuum <br /> 3/a" DIA` F SUBMITTAL DATE <br /> [ifWATER VARIABLE uumumumumumuuiuuiuum NOTE: <br /> CHEMISTRY SPEED 1" DIA uumumumumumuuluuluum H PROVIDE AT LEAST 3" OF MOUNTING CLEARANCE ON EACH SIDE OF THE DRIVE CONTROLLER. DD/so°io SUBMITTAL 03/06/2020 <br /> CONTROLLER DRIVE MDumumumumumuuiuuiuum /a" DIA G PROVIDE AT LEAST 6" OF MOUNTING CLEARANCE ON EACH TOP AND BOTTOM OF THE DRIVE CONTROLLER <br /> = O O ® ® 25 HP ° <br /> uumumumumumuuiuuiuu DSA 100% SUBMITTAL 05/01/2020 <br /> 0 uumumumumumuuiuuiuu <br /> VENTS IN TYPE 1 ONLY uumumumumumuuiuuiuum <br /> m uumumumumumuuiuuiuum 1 <br /> o uumumumumumuuiuuiuum <br /> 3R37m <br /> 0 <br /> K U <br /> az <br /> Q 5 E 'SPCS' EKO-FLEX SIZING TABLE NO. REVISIONS DATE <br /> 177 Iba. <br /> �o <br /> HP HP WEIGHT DIMENSIONS <br /> 8 <br /> 0 0 0 460V 208/230V LB5 A B G D E F G H I J K <br /> Lu M NOTES: m K <br /> Z �1 VARIABLE SPEED DRIVE MOTOR CONTROL CABINET, SEE PLANS AND 5PECIFIGATION5. <br /> 10 TO 25 7.5 TO 10 126 20.00" 13.83" 12.x8" 3.01" 38.38" 1 g.4g" 17.54" 1.86" 7.65" 41.00" 38.75" <br /> o� <br /> © ENCL05ED CIRCUIT BREAKER, SEE SINGLE LINE DIAGRAM. <br /> WATER CHEMISTRY/FILTER CONTROL UNIT, SEE PLANS. ®®O®®® <br /> Z ® CONNECT TO CIRCULATION PUMP MOTOR, SEE PLANS. <br /> Z <br /> J� MOTOR FEEDERS, 5EE51NGLE LINE DIAGRAM. <br /> a� <br /> Wzo <br /> W © 120 VOLT BRANCH CIRGUIT5, SEE PLANS. DRAWN BY CHECKED BY <br /> v 3/"G, (4) #12 (1) #12 CND. (120 VOLT CONTROL UIIRING) SIDE VIEW <br /> NFC SJF <br /> Lu <br /> o ® 24 VOLT SIGNAL AND 5EN50R CABLING, SEE 5PEGIFIGATION5 AND DATE ISSUED SCALE <br /> CD <br /> zw INSTALLATION IN5TRUCTION5 FOR ADDITIONAL REQUIREMENT5. <br /> 05/01 /2020 AS NOTED <br /> ar (2) MOTOR D15CONNECT, SEE PLANS. 4 /a" 55 HILTI KB-3 <br /> z Q FRONT VIEWANCHORS WITH 2Y2" EMBED TO PROD. No. <br /> 0 L' <br /> N W CMU WALL (E5R-1385) <br /> 191 1 OOO-1 21 1 <br /> W <br /> nz <br /> SHEET NO. <br /> 7 TYPICAL WIRING SCHEMATIC AT SPCS UNIT N05GA�LE 8 ' SPCS' EKO—FLEX ENCLOSURE DIMENSIONS NO 5GALE MR-6 <br /> a <br /> OF <br /> U <br /> DETAILS <br />