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IN-LINE BALLAST. FUSES IN BUSSMAN "IRON" WEATHERPROOF FUSE HOLDER'-) #HEB-AD WITH #KTK FUSES (SIZE AS REQUIRED). FUSE 4"x6" GASKETED HANDHOLE FIXTURE SEPARATELY —� SQUARE TAPERED CONCRETE POLE 1" NOMINAL MFR SUPPLIED ANCHOR NON -SHRINK GROUT BOLTS- LOCATE PER MFR CHAMFER ALL EXPOSED SPECIFICATIONS EDGES 1 " AT 45° 17" DIA BOLT CIRCLE m o L J d W N CL V) d a- 1 0 __To I� = CONDUIT, SIZED o 3 TYPR AS NOTED (6) #6 REBAR EQUALLY SPACED - #4 REBAR HOOPS © 12"OC (TYP) AUGER HOLE, POUR CONCRETE AGAINST UNDISTURBED SOIL 2 in, U ANCHOR BOLT PATTERN DIAMETER +12" (30" MIN) SITE LIGHTING POLE POLE BASE Li SCALE: NONE RTN-YD-18F E500 RTN-YD-El8G IN-LINE BALLAST. FUSES IN BUSSMAN "IRON" RTN-YD-El9F WEATHERPROOF FUSE HOLDERS #HEB-AD WITH RTN-YD-El9G #KTK FUSES (SIZE AS REQUIRED). FUSE 4"x6" GASKETED HANDHOLE FIXTURE SEPARATELY SQUARE TAPERED CONCRETE POLE 1 " NOMINAL MFR SUPPLIED ANCHOR NON -SHRINK GROUT r�-BOLTS- LOCATE PER MFR CHAMFER ALL SPECIFICATIONS EXPOSED EDES 1" AT 45° 17" DIA BOLT CIRCLE �A < o L J M r� o c I o o 0 3" CLR CONDUIT, SIZED o TYP AS NOTED I (6) #6 REBAR EQUALLY SPACED - #4 REBAR HOOPS 12"OC (TYP) -' AUGER HOLE, POUR CONCRETE AGAINST UNDISTURBED SOIL JANCHOR BOLT PATTERN DIAMETER +12" (30" MIN) SITE LIGHTING POLE POLE BASE SCALE: NONE SYM PARKING LOT 20 VERTICAL FINISH GRADE OR (AS SAFETY PERMITS) TOP OF PAVING TYPICAL DETAIL TRENCH SECTION SCALE: NONE PROVIDE EXTERIOR LOW VOLTAGE PHOTO SENSOR W/ POWER PACK IN WP J -BOX ON GRS CONDUIT MOUNTED ON FACADE OF PARKING STRUCTURE. WATTSTOPPER #EM24A2. ORIENT NORTH, SEE PLAN TO PANEL H1 B1 IN BLDG 10-20 MAIN ELEC ROOM PNL A15 LIGHTING CONTROL PANEL LCP-A15. PROVIDE LIGHTING CONTACTORS IN NEMA 4 ENCLOSURE WITH NEMA 4, 3 -POSITION H -O -A SWITCH MOUNTED IN HINGE DOOR. SQUARE D CLASS 8903 TYPE LW120OV06: 30A, 12 -POLE, 120V CONTROL COIL. CLASS 9001 TYPE SKS49 WITH KA1 CONTACT BLOCK AND H -O -A LEGEND PLATE Z136Y2387 GRADE RTN-YD-18F I E500 RTN-YD-El9F REVISION BY APPROVED DATE SYM 1323610 SAZAN/MC 1 08.31.12 TO 120V COIL (MPZ-A15-1/3) NOTES NARNING TAPE �IOMPACT =ARTH 3ACKFILL SCH 80 PVC CONDUIT NNI N RTN-YD -18F E500 RTN-YD-El8G RTN-YD-El9F RTN-YD-El9G CONCRETEWALLW L 2"C PROVIDE HOT -DIPPED GALV METAL FRAMING CHANNEL W/ 1/2 DIAx4" EXP ANCHORS, CLIPS, BOLTS, & SPRING NUTS AS REQD. PROVIDE #6 GND CONDUCTOR. PNL MPz- IRRIGATION CONTROL CABINET A15-1 (MPZ-A15-1/5) WP, GFI TYPE NEMA 5-20R WITH IN -USE COVER (MPZ-A15-1 / 1) #6 CU GND PER NEC QGROUND RSC TO PVC CONDUIT ADAPTER, TYP ROD - = k2" FOR IRRIGATION CONTROL WIRING. COORD WITH LANDSCAPE ARCHITECT TO PARKING LOT LIGHTING FIXTURES. SEE PLAN FOR CONDUIT & QUANTITY FRONT VIEW AND SIZES 1. CONDUITS ABOVE GRADE SHALL BE RIGID STEEL CONDUIT (RSC), UON. 2. UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC UON. 3. ALL ENCLOSURES SHALL BE NEMA -3R TYPE UNLESS OTHERWISE NOTED. 4. GROUND PER NEPA 70. 5. NOT ALL CONNECTIONS TO DEVICES AND EQUIPMENT ARE SHOWN. PROVIDE RACEWAYS AND CONDUCTORS AS REQUIRED. 6. GROUND METAL SUPPORT ASSEMBLY. EXTERIOR EQUIPMENT MOUNTING SUPPORT ASSEMBLY SCALE: NONE REVISION BY I APPROVED I DATE BASO BID LIGHT FI>TURE SCHEDULE FIXTURE LAMPS MANUFACTURERS CATALOG TYPE DESCRIPTION MOUNTING BALLAST REMARKS VOLTAGE TYPE QTY SERIES NUMBER MOUNTING (2) EXTERIOR POLE MTD FULL CUTOFF HID EXTERIOR 480V 40OW HPS 2 MAGNETIC STERNER LIGHTING SYSTEMS MOUNT BOTTOM OF LIGHTING 2A3 AREA LTG FIXTURES. 25"SQx8 3/4"D ALUMINUM HOUSING, E,P,D.M, GASKET, TAPERED CONCRETE POLE TYPE PHILIPS CERAMALUX SERIES NUMBER #EXEC-SQ25-400HPS- 3H -480 -C -28 -VF -BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE 928 EXTERIOR TEMPERED GLASS LENS, IES TYPE IV DISR. 40OW HPS 2' INST RESTRIKE BEACON LIGHTING MOUNT BOTTOM OF LIGHTING #P -300 -APO -G -E40 -TENON -BPC -E70 AREA LTG FIXTURES. 25"SQx8 3/4"D ALUMINUM HOUSING, E,P,D,M, GASKET, TAPERED CONCRETE POLE EXTERIOR POLE MOUNTED FULL CUTOFF HID EXTERIOR 480V 40OW HPS 1 MAGNETIC STERNER LIGHTING SYSTEMS MOUNT BOTTOM OF LIGHTING B1 AREA LIGHTING FIXTURE. 25"SQx8 3/4"D ALUMINUM HOUSING, E,P,D,M, GASKET, TAPERED CONCRETE POLE INST RESTRIKE PHILIPS CERAMALUX #P -300 -APO -G -E40 -TENON -BPC -E70 #EXEC-SQ25-400HPS-2H-480-C-10-HS-VF-BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE. PROVIDE HOUSE SIDE 464 EXTERIOR TEMPERED GLASS LENS, IES TYPE II DISR. LED - INST RESTRIKE BEACON LIGHTING MOUNT BOTTOM OF LIGHTING #P -300 -APO -G -E40 -TENON -BPC -E70 SHIELD TAPERED CONCRETE POLE EXTERIOR POLE MOUNTED FULL CUTOFF HID EXTERIOR 480V 40OW HPS 1 _ MAGNETIC STERNER LIGHTING SYSTEMS MOUNT BOTTOM OF LIGHTING B2 AREA LIGHTING FIXTURE. 25"SQx8 3/4"D ALUMINUM HOUSING, E,P,D,M, GASKET, TAPERED CONCRETE POLE PHILIPS CERAMALUX #P -300 -APO -G -E40 -TENON -BPC -E70 #EXEC-SQ25-400HPS-2H-480-C-10-VF-BZ STRESSCRETE TAPERED POLE FIXTURE AT 30'-0" ABOVE GRADE 464 EXTERIOR TEMPERED GLASS LENS, IES TYPE II DISR. LED --- INST RESTRIKE BEACON LIGHTING MOUNT BOTTOM OF LIGHTING #P -300 -APO -G -E40 -TENON -BPC -E70 AREA LIGHTING FIXTURE. 29Ix14"Wx4"D ALUMINUM HOUSING, THERMAL CIRCUIT TAPERED CONCRETE POLE EXTERIOR POLE MOUNTED FULL CUTOFF HID EXTERIOR 480V 40OW HPS 1 MAGNETIC STERNER LIGHTING SYSTEMS MOUNT BOTTOM OF LIGHITNG B3 AREA LIGHTING FIXTURE. 25"SQx8 3/4"D ALUMINUM HOUSING, E,P,D,M, GASKET, TAPERED CONCRETE POLE PHILIPS CERAMALUX #P -300 -APO -G -E40 -TENON -BPC -E70 #EXEC-SQ25-400HPS-3H-480-C-10-VF-BZ STRESSCRETE TAPERED CONCRETE POLE FIXURE AT 30'-0" ABOVE GRADE 464 EXTERIOR TEMPERED GLASS LENS, IES TYPE III DISR. LED --- INST RESTRIKE BEACON LIGHTING MOUNT BOTTOM OF LIGHTING #P -300 -APO -G -E40 -TENON -BPC -E70 AREA LIGHTING FIXTURE. 29Ix14"Wx4"D ALUMINUM HOUSING, THERMAL CIRCUIT TAPERED CONCRETE POLE (2) EXTERIOR POLE MTD FULL CUTOFF HID EXTERIOR 480V 40OW HPS 2 MAGNETIC STERNER LIGHTING SYSTEMS MOUNT BOTTOM OF LIGHTING 2B3 AREA LTG FIXTURES. 25"SQx8 3/4"D ALUMINUM HOUSING, E,P,D,M, GASKET, TAPERED CONCRETE POLE PHILIPS CERAMALUX #P -300 -APO -G -E40 -TENON -BPC -E70 #EXEC-SQ25-400HPS-3H--480-C-28-VF-BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE 928 EXTERIOR TEMPERED GLASS LENS, IES TYPE IV DISR. LED INST RESTRIKE BEAr N-LI�TI ! MOiNT BOTTOM �Pa,T_[I\Ir #P -270 -APO -G -E40 -TENON -BPC -E70 LED AREA LIGHTING FIXTURE. 29 Lx14 Wx4 D ALUMINUM HOUSING, THERMAL CIRCUIT TAPERED CONCRETE POLE EXTERIOR POLE MOUNTED FULL CUTOFF HID EXTERIOR 480V 40OW HPS 1 MAGNETIC STERNER LIGHTING SYSTEMS MOUNT BOTTOM OF LIGHTING B5 AREA LIGHTING FIXTURE. 25"SQx8 3/4"D ALUMINUM HOUSING, E,P,D,M, GASKET, TAPERED CONCRETE POLE PHILIPS CERAMALUX #P -300 -APO -G -E40 -TENON -BPC -E70 #EXEC-SQ25-400HPS-5H-480-C-10-VF-BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE. PROVIDE HOUSE SIDE 464 EXTERIOR TEMPERED GLASS LENS, IES TYPE V DISR. LED --- INST RESTRIKE BEACON LIGHTING #P -300 -APO -G -E40 -TENON -BPC -E70 SHIELD ALTERNATE BID LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING FIXTURE LAMPS BALLAST MANUFACTURERS CATALOG A REMARKS - VOLTAGE TYPE QT,. SERIES NUMBER (2) EXTERIOR POLE MTD FULL CUTOFF HID EXTERIOR 480V 40OW HPS 2' MAGNETIC BEACON LIGHTING MOUNT BOTTOM OF LIGHTING 2A3 AREA LTG FIXTURES. 25"SQx8 3/4"D ALUMINUM HOUSING, E,P,D,M, GASKET, TAPERED CONCRETE POLE PHILIPS CERAMALUX #VPL-96NB-280-(2)T3-480-POST TOP TENON -BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE 928 TEMPERED GLASS LENS, IES TYPE IV DISR. INST RESTRIKE #P -300 -APO -G -E40 -TENON -BPC -E70 EXTERIOR POLE MOUNTED FULL CUTOFF LED EXTERIOR 480V LED - _ ELECTRONIC BEACON LIGHTING MOUNT BOTTOM OF LIGHTING AREA LIGHTING FIXTURE. 29Ix14"Wx4"D ALUMINUM HOUSING, THERMAL CIRCUIT TAPERED CONCRETE POLE #VPL-96NB-126-T2--480-POST TOP TENON -BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE. 126, PROTECTION, IES TYPE II DISR. #P -300 -APO -G -E40 -TENON -BPC -E70 EXTERIOR POLE MOUNTED FULL CUTOFF LED EXTERIOR 480V LED --- ELECTRONIC BEACON LIGHTING MOUNT BOTTOM OF LIGHTING B2 AREA LIGHTING FIXTURE. 29Ix14"Wx4"D ALUMINUM HOUSING, THERMAL CIRCUIT TAPERED CONCRETE POLE #VPL-96NB-126-T2-480-POST TOP TENON -BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE. 126 PROTECTION, IES TYPE II DISR. #P -300 -APO -G -E40 -TENON -BPC -E70 EXTERIOR POLE MOUNTED FULL CUTOFF LED EXTERIOR 480V LED --- ELECTRONIC BEACON LIGHTING MOUNT BOTTOM OF LIGHTING B3 AREA LIGHTING FIXTURE. 29Ix14"Wx4"D ALUMINUM HOUSING, THERMAL CIRCUIT TAPERED CONCRETE POLE #VPL-96NB-280-T3--480-POST TOP TENON -BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE. 280 PROTECTION, IES TYPE III DISR. #P -300 -APO -G -E40 -TENON -BPC -E70 l21 EXTERIOR EXTERI R POLE MOUNTED FULL CUTOFF EXTERIOR 4ROE LED FLF_TRQNIC BEAr N-LI�TI ! MOiNT BOTTOM �Pa,T_[I\Ir 2B3 LED AREA LIGHTING FIXTURE. 29 Lx14 Wx4 D ALUMINUM HOUSING, THERMAL CIRCUIT TAPERED CONCRETE POLE #VPL-96NB-280-(2)T3-480-POST TOP TENON -BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE Al- 30'-0" ABOVE GRADE. 560 PROTECTION, IES TYPE III DISR. (2) © 180° #P -300 -APO -G -E40 -TENON -BPC -E70 EXTERIOR POLE MOUNTED FULL CUTOFF LED EXTERIOR 480V LED --- ELECTRONIC BEACON LIGHTING MOUNT BOTTOM OF LIGHTING B5 AREA LIGHTING FIXTURE. 29"Lx14"Wx4"D ALUMINUM HOUSING, THERMAL CIRCUIT TAPERED CONCRETE POLE #VPL-96NB-280-T5M-480-POST TOP TENON -BZ STRESSCRETE TAPERED CONCRETE POLE FIXTURE AT 30'-0" ABOVE GRADE. 280 PROTECTION, IES TYPE V DISR. #P -300 -APO -G -E40 -TENON -BPC -E70 RTN-YD-19G I E500 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED I��,� � APPROVED BY DEPT. DATE 111ram-m GENERAL NOTES REFERENCE DRAWINGS 12.51<� 480V, i FCU1-21 )HP —/,\ PNS B2 3/4"C, 3#6 CONTROL PANEL I MOTOR CONTROL— PANEL 3/4"C, 3#8 HEATER CONTROL PANEL 3/4"C, 3#8 32/25,27,29 n -7 -71 / Route Com To Thermo, SYM REVISION A MODIFY HHP1-19 C-4 B RELOCATE HHP1-1 NORTH LOBBY C VIRTUAL WORKPLACE/RECO D REPLACE HEAT PUMPS 10-20 E PARKING 1 O 20 Fan Relay Heater Relay Fan Motor x/x HP Duct Heater 10.8 FLA LEGEND FZ1� 277/480V PANEL O 480V MOTOR (SIZE AS NOTED) zp MOTOR STARTER (MAGNETIC) f 33 3 WITH MCP BREAKER � DUCT COIL (SIZE AS NOTED) [ SAFETY SWITCH MCA MAXIMUM CIRCUIT AMPS ORTUNO DOOR SWITCH OO SMOKE DETECTOR 565513-01 GENERAL NOTES JGO 4/17/06 1323610 SA7,AN/MC 08.31.12. SEP 0.,20 n -7 -71 / Route Com To Thermo, SYM REVISION A MODIFY HHP1-19 C-4 B RELOCATE HHP1-1 NORTH LOBBY C VIRTUAL WORKPLACE/RECO D REPLACE HEAT PUMPS 10-20 E PARKING 1 O 20 Fan Relay Heater Relay Fan Motor x/x HP Duct Heater 10.8 FLA REVISION - BY APPROVED DATE f PLAN VIEW SCALE: 1/8" = 1'-0" BY APPROVED DATE SYM 9 'A X141.0 ESBROOK f 33 3 J#332321-001 ESBROOK 9/30/98 ni�Nig �-NmI ORTUNO JGO 6/27/03 565513-01 ORTUNO JGO 4/17/06 1323610 SA7,AN/MC 08.31.12. REVISION - BY APPROVED DATE f PLAN VIEW SCALE: 1/8" = 1'-0" 3 9, 9 'A X141.0 i f 33 3 REVISION - BY APPROVED DATE f PLAN VIEW SCALE: 1/8" = 1'-0" 9 'A X141.0 ni�Nig �-NmI SEP 0.,20 E G R 0 U P 1323610 ISSUE FOR PERMIT 600 Stewart St., Ste 1400 Seattle, Washington 98101 08.31.12 , Tel 206.267.1700 Fax 206.267.1701 SAZAN #342-1205 ACCEPTABILITYCHECKED DRAWN ESBROOK DATE ENTON, w SUBTITLE CURRENT REVISION SYMBOL DATE THIS DESIGN AND/OR CHECKED 480Y/277V POWER PLAN .. FIRST FLOOR 1323610 E 08.31.12 SPECIFICATION IS APPROVED isHEET APPROVED BY --ENGINEER DEPT. DATE TITLE PARKING LOT 2O CHECKED 1 E 110% BUILDING 10-020 JOB N0. COMP NO. APPROVED 1323610 APPROVED EL_ETRICAI_ MASTER RFNTON, WA DWG NO. 10-020 1 E110 ELEVATOR ROOM PANEL SERVES AS _ COOLING TOWER FOR IST FLR. PANEL FUSABLE - 1"-3�4 CUODE REQ'D. DISC. '' AC UNITS (1)' 20 HP & Q FREIGHT ELEVATOR, 75 HP EF -4 -'�/'L -EF-1 1 1 2 HP FC -1 24.6 KVA 304 79.8 KVA 964 PANEL BOARD IN ~� � 3/4 HP _ ` _ J \ EXI_ FAN / ( ) ELEVATOR MACH. RM. 0 EL PANEL 3 12--� 418, 200/150/3 NEMA 3R 5 HP 18.5 KVA AC -2 40 'IIP P PAN 40 H P H R KVA "XRE" NEMA - 3"-3#350MCM CU -� 3#12 263 FLA) 218.5 KVA PANEL - 3"-3 350MCM CU 303 MCA) 263 FLA) XRD3 40 IIP _rte 40 HP 3R -->>-- - - 303 MCA) - - (RAINTIGHT)L_ _ 1 1_/2 3#1-0 CU - 3/4"C-3#8 - ROOF 1"-3#4 7-7 LLI�� 2 1/2"-4#250 MCM CU PANELPANEL 7-4 H7A1 H 1 A2 400/250/3-# 2 7-2 / 2 0 0,�125 3 _1 1 /2"C-3 1 CU _ 7TH FLOOR 1200 AMP BUS �- 1 1/2"C-3#1 -CU BUS REDUCER 3000AMP BUS 6TH FLOOR 5TH FLOOR 3 1/2"C, 3#350MCM AND 1#6 CU 4TH FLOOR 3RD FLOOR 2500AMP AL OR CU RISER 2ND FLOOR & PLUG IN BUS BRACE FOR 1 ST FLOOR 100,000 AIC FAULT CURRENT SYM REVISION M AS-BUILTS N RENTON SITE LEAN OFFICE P AS -BUILT Q PARKING LOT 20 6- 6- i 5-71_ 5-4 2 1/2"-4#250 PANELPANEL -- MCM CU H5A1 H5A2 7_zz_//__znzz_Lz 400/250/3 # 1 # 2- 5_2 _j 200/125/3 4-7 __K 200/125/3- - -- »l�7 2 1/2"-4#250 PANEL PANEL MCM CU H4A1 H4A2 4-4 -- # 1 # 2 1 1 /2"C-3# 1 CU PANEL PANEL PANEL L7A1 L7A2 L7A3 75 KVA 225A 71 - 1 1/2"C,4#1 & 1#2 IG 2 1/2"C-4#4/0 & 1#2 IG - L 1/2" 1 #10 GND [} 304 NF PANEL PANEL PANEL 15 KVA 6T3 L6A1 L6A2 L6A3 XFMR 200A 225A - - - 1 - - 1 1/2"C,4#1 & 1#2 IG C_2_1/2"C-4#4/0 & 1#2 IG �- 75 KVA 5T1 1 1/2"C-3#1 ICU r -- rte, rt 2 1/2"-4#250 PANELPANEL 7} MCM CU H6A1 H6A2 400/250/3 1 # 2 7--- -- 1 1/4"_3#2 CU ----- 100/100/3 75 KVA XFMR -200A 480/208V/120V 75 200/125/3 3 0' F W KVA i 5-71_ 5-4 2 1/2"-4#250 PANELPANEL -- MCM CU H5A1 H5A2 7_zz_//__znzz_Lz 400/250/3 # 1 # 2- 5_2 _j 200/125/3 4-7 __K 200/125/3- - -- »l�7 2 1/2"-4#250 PANEL PANEL MCM CU H4A1 H4A2 4-4 -- # 1 # 2 1 1 /2"C-3# 1 CU PANEL PANEL PANEL L7A1 L7A2 L7A3 75 KVA 225A 71 - 1 1/2"C,4#1 & 1#2 IG 2 1/2"C-4#4/0 & 1#2 IG - L 1/2" 1 #10 GND [} 304 NF PANEL PANEL PANEL 15 KVA 6T3 L6A1 L6A2 L6A3 XFMR 200A 225A - - - 1 - - 1 1/2"C,4#1 & 1#2 IG C_2_1/2"C-4#4/0 & 1#2 IG �- 75 KVA 5T1 1 1/2"C-3#1 ICU r -- rte, rt .r. ANEL PANELPANEL PANELPANEL FOR 1 ST FLOOR I` ' AC UNITS 1_5 30 �/r 30,1 PHASE "C" RIGHT BUS IN PANEL) BLUE 2254 1"-3#4 20 HP 5 HP 1 1/2 HP 75 �u PANEL PANEL PANEL KVA (YYYI 7T2 225A UB2 71131 140 HP (4) 3HP COMPRESSOR FANS 40OA- NF LCHLR-1 (192.84 3"C, (3) 300MCM CU PANEL HR 1 1/2"C,4#1 & 1#2 IG 2 1/2"C.-4#4/0 & 1#2 IG PNL PANEL �IANELPAN> L 1 ooA L6B 1 1_6132,1_613 75 ��`�`� 6T2 J 225A KVA ffY _n \`--- 1 1 /4"C-4#4, 1 #4 IG _-- L J _ ___ _— 2 1/2"C.-4#4/0 & 1 #2 IG 1 1/2"C,4#1 & 1#2 IG 1 1/2"C-3#1 CU PANEL Al L5A2 L5A3 - - `� 5T3 L5A4 2254 2254 45 KffVA7 1504 -I-1 1/2"C,4#1 & 1#2 IG�� ---� 2"C-4#1/0 1#2 GND 2 1/2"C-4#4/0 & 1 #2 IG 1 1/2"C-3#1 CU (PANEL PAN EL: PAN EL L4A1 L4A2 L4A3 400/250/3 �- - 75 - 2254 KVA--J-� 4-2 J_1200/125/3 -- -- -- � 2 1/2"C.-4#4/0 & 1#2 IG 1 1/2"C-3#1 CU 4T1 2 1/2"-4#250 PANELPANEL PANEL 75 KVA XFMR 3-4 - MCM CU H3A1 H3A2 H3B1 480/208V/120V 3 0,4 W 400/250/3 # 1 # 2 0 0 COOLING TOWER x x FOR 1 ST FLOOR I` ' AC UNITS 60 30 �/r 30,1 75 �u PANEL PANEL PANEL KVA (YYYI 7T2 225A UB2 71131 140 HP (4) 3HP COMPRESSOR FANS 40OA- NF LCHLR-1 (192.84 3"C, (3) 300MCM CU PANEL HR 1 1/2"C,4#1 & 1#2 IG 2 1/2"C.-4#4/0 & 1#2 IG PNL PANEL �IANELPAN> L 1 ooA L6B 1 1_6132,1_613 75 ��`�`� 6T2 J 225A KVA ffY _n \`--- 1 1 /4"C-4#4, 1 #4 IG _-- L J _ ___ _— 2 1/2"C.-4#4/0 & 1 #2 IG 1 1/2"C,4#1 & 1#2 IG 1 1/2"C-3#1 CU PANEL Al L5A2 L5A3 - - `� 5T3 L5A4 2254 2254 45 KffVA7 1504 -I-1 1/2"C,4#1 & 1#2 IG�� ---� 2"C-4#1/0 1#2 GND 2 1/2"C-4#4/0 & 1 #2 IG 1 1/2"C-3#1 CU (PANEL PAN EL: PAN EL L4A1 L4A2 L4A3 400/250/3 �- - 75 - 2254 KVA--J-� 4-2 J_1200/125/3 -- -- -- � 2 1/2"C.-4#4/0 & 1#2 IG 1 1/2"C-3#1 CU 4T1 2 1/2"-4#250 PANELPANEL PANEL 75 KVA XFMR 3-4 - MCM CU H3A1 H3A2 H3B1 480/208V/120V 3 0,4 W 400/250/3 # 1 # 2 3-3- 2__1/2"-4#250 MCM CU 3T1 75 U� , 400/250/3 1 1/4"-3#2 CU_ KVA 1 1 /2' C,4#1 & 1 #2 IG ----- ---- - 2 1/2)C.-4#4/0 &--1 #2 IG 100/100/3 200/125/3 _ _ 2 1 /2"C.-4#4/0 & 1 #2 IG 3 1/2"-4 501 2-8 PANELPANEL 2-6707740707_3i# MGM U ,H2A1 H2A2 75 400 400 3 i# 1 i# 2 KVA (�Y1'1'1 PANEL PANEL PANEL PANEL L3A1 PANEL L3A2 200A PANEL L3A3 225A 3-3- 2__1/2"-4#250 MCM CU 3T1 75 U� , 400/250/3 1 1/4"-3#2 CU_ KVA 1 1 /2' C,4#1 & 1 #2 IG ----- ---- - 2 1/2)C.-4#4/0 &--1 #2 IG 100/100/3 200/125/3 _ _ 2 1 /2"C.-4#4/0 & 1 #2 IG 3 1/2"-4 501 2-8 PANELPANEL 2-6707740707_3i# MGM U ,H2A1 H2A2 75 400 400 3 i# 1 i# 2 KVA (�Y1'1'1 PANEL PANEL PANEL L2A1 L2A2 L2A3 225A L2B2 225A 2T1 -I 2-4-2 C 4#3/0 CU- 1 1/2"C,4#1 & 1#2 IG 200/200/3 �I 3"C.(5)#350MCM 1 1/2"C-(3) /0 1 1/2"C-(5)#1 2-2 -- 200 125 3 2"C-(5)#1/0 5 - 4025040040/3 =1=1 1T1 r - CABLE PANEL f� - PANE PANELPANEL H1A1 v__. r H1C H1B2 H1B1 TAPBOX # 1 PNL-C3 L1 Al �PNL-132 PNL-B3 - - -- -- 75KVA MAIN 100A OAA 1504 150A PROVIDE HYDRAULIC 1/2"C, 2#12 IsoMFON BKR - MAIN MAIN FMAIN L MAIN- v U PANEL PANEL PANEL 75 LSB1 L5B2 L5B3 22511 I KVA 5T2 2 1/2"C.-4#4/0 & 1#2 IG 1 1/2"C,4#1 & 1#2 IG PANEL PANEL PANEL L4B1 L4B2 L4B3 75 4T2 225A KVA -J �- 2 1/2"C.-4#4/0 & 1#2 IG v 1 1/2"C,4#1 & 1 #2 IG PANELPANEL PANE -1 L361 L3B2 L383 1_ zz5,a_ 1 1/2"C,4#1 & 1#2 IG t -14 1 1/2"C,4#1 & 1 #2 IG cl GE THQB PANEL 1 2 1 /2 L1 B1 PANEL L1 B2 H1B1 200_4 (150A)-�- MAIN CB PANEL 200A 31'33'35 1T3 200/200/p N� 2 -4#3/OCU LUG CONNECTORS FOR CD = TO ELEV. MASTER LI ALUMINUM WIRE. CONTROLLER IN �Lu PENTHOUSE. � _ 225 KVA TRANSFORMER -- 480/208Y/120V,3 0,A 3/4"C, 3#6 XT1 1-1/2"C, 4#1 --� 30 KVA XFMR 480/208V/120V 3 PHASE, 4W 1909.9 KVA (2289A) 4'-3 750MCMAL (6) & 1 500MCMAL NEUT. 3 1/2"C, 4#500MCM p 1400A/3P XH1 E_ \_Ni ATS STUB -UP AND CAP FOR FUTURE USE L- SERVICEENTI` PMU�, SWITCHBOARD c" 0 0 PANEL PANEL PANT=L L2B1 L2B2 1_2133 PHASE "C" RIGHT BUS IN PANEL) BLUE 2254 -200A 3/98 /SAI O �1 E -LINE DIAGRAM 1 1/2"C,4#1 & 1#2 IG t -14 1 1/2"C,4#1 & 1 #2 IG cl GE THQB PANEL 1 2 1 /2 L1 B1 PANEL L1 B2 H1B1 200_4 (150A)-�- MAIN CB PANEL 200A 31'33'35 1T3 200/200/p N� 2 -4#3/OCU LUG CONNECTORS FOR CD = TO ELEV. MASTER LI ALUMINUM WIRE. CONTROLLER IN �Lu PENTHOUSE. � _ 225 KVA TRANSFORMER -- 480/208Y/120V,3 0,A 3/4"C, 3#6 XT1 1-1/2"C, 4#1 --� 30 KVA XFMR 480/208V/120V 3 PHASE, 4W 1909.9 KVA (2289A) 4'-3 750MCMAL (6) & 1 500MCMAL NEUT. 3 1/2"C, 4#500MCM p 1400A/3P XH1 E_ \_Ni ATS STUB -UP AND CAP FOR FUTURE USE L- SERVICEENTI` PMU�, SWITCHBOARD c" 0 0 15 KV SWITCH 600A 600A 1 T2 � u N 3000A PHASE "C" RIGHT BUS IN PANEL) BLUE o � 3/98 /SAI O �1 E -LINE DIAGRAM CHECKED jECS J � DMB/ECS DB /DMB 3 98 Lij I PHASE "C" RIGHT BUS IN PANEL) YELLOW Q N TITLE PARKING LOT 20 {..iU I L D I N G 1 Q-2( BUILDING I N C m/0- 08.31.12 CONSTRUCTION NOTES APPROVED BY DEPT. DATE CHECKED 567784-00 WANGERSKY r 100,000 IC 07.13.09 15 KVA X (TYPICAL )400 2 0 APPROVED 225 400 2 0 / 400 1 1/2"C-3#2/0 TTHN 26.6KVA(32A) J 3 I I 3000 AMP BS 3 4" 0. FOR FUTUR 1000A SERVICE 3 ® 2"C-4# 1 /0+#4G - - --- - FIRE PUMP 2"C-3#3/0 ROOM 200/200/3 /IJ 2,388.2 KVA (2874A) (8) 4"-3#750MCMAL & 1#500 MCM AL NEUTRAL CIRCULATION PUMPS COMPRESSORS 40 HP 40 HP SYS.1 SYS.2' (4) 3HP L CP -3 CP-4� 75 HP 100HP FANS 3"C, (3) 300MCM CU -� F _-i 40OA- PANEL HR NIF �HLR-2 (235A) ROOF 1 1 /2"C,(3)#1 PANEL HR XL7 XH7 MLO 1004 1 C,4#6 1/2"C,3#10 60A CB - 7TH FLOOR 7 XT 1 15 KVA XFMR 480/120/208V 30, 4 WIRE 37.5 KVA H1B1 1T4 PANEL L1 B3 (1 ooA) 125A 36,38,40 480/120/24OV-1 0/ -- E - O 1500 KVA TRANSF. APPROVED 15 KV SWITCH 600A 600A SYM � BY APPROVED 3000A PHASE "C" RIGHT BUS IN PANEL) BLUE — - 480V/277V, 30, 4W SECONDARY GRADE ® 2"C-4#1 /0+#4G D:::--�-41"C-4#1/0+ 4G--\ 1 1\4"-4#2 CU PSP_L 12.47 KV E 6TH FLOOR 0 E 5TH FLOOR 0 E 4TH FLOOR 2 ��9°C-4#1/0 3RD FLOOR E 2ND FLOOR 1ST FLOOR GARAGE PAN LS PANEL PANEL HOG, LOG ,l 7.5 KVA XFMR+ 480/120/240, POWER RISER DIAGRAM- N1XS�4'#C12 J SCALE : NONE DRAWN DATE SUBTITLE 1323610 SAZAN/MC 08.23.12 APPROVED ELECTRICAL MASTER LEGEND GENERAL NOTES BY APPROVED DATE SYM REVISION BY APPROVED DATE PHASE "C" RIGHT BUS IN PANEL) BLUE ACCEPTABILITY SPECIFICATIONTHIS NSAND/OR ED MAR ECS 3/98 /SAI O �1 E -LINE DIAGRAM CHECKED jECS 3 98 J#325141 DMB/ECS DB /DMB 3 98 PHASE B CENTER BUS IN PANEL) ORANGE PHASE "C" RIGHT BUS IN PANEL) YELLOW EER LM ECS 3/98 TITLE PARKING LOT 20 {..iU I L D I N G 1 Q-2( BUILDING 577299-00 SAZAN/MC 08.31.12 CONSTRUCTION NOTES APPROVED BY DEPT. DATE CHECKED 567784-00 WANGERSKY WANGERSKY 07.13.09 APPROVED 1323610 SAZAN/MC 08.23.12 APPROVED ELECTRICAL MASTER LEGEND GENERAL NOTES COLOR CODING FOR NEW AND EXTENDED 120V WIRING SHALL BE. PHASE "A" LEFT BUS IN PANEL) BLACK PHASE "B,, CENTER BUS IN PANEL) RED PHASE "C" RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN COLOR CODING FOR NEW AND EXTENDED 480V WIRING SHALL BE: PHASE ;;A';, LEFT BUS IN PANEL) BROWN PHASE B CENTER BUS IN PANEL) ORANGE PHASE "C" RIGHT BUS IN PANEL) YELLOW NEUTRAL GRAY EQUIPMENT GROUND GREEN REFERENCE DRAWINGS Q CONSTRUCTION NOTES 1, PROVIDE CONDUCTORS IN EXISTING UNDERGROUND CONDUIT. PROVIDE NEMA 3R PANEL, 125A BUS, 100A MCB, 480Y/277V, 30, 4W, IEM-ASB-PIE. ® PROVIDE NEMA 3R 10kVA, 480-120/24OV, 10, 3W MINI -POWER ZONE. SQUARE D#MPZB10S40F. 4 PROVIDE CONDUIT AND CONDUCTORS FOR PANEL MPZ-A15-1. 5 CONNECT NEW PANEL A15 TO EXISTING 110A/3P CB. SEE PANEL SCHEDULE. © PROVIDE 5/8"X10' COPPER GROUND ROD. REPLACE EXISTING 250A FUSES WITH 225A FUSES. 3/4"C-2#10+#10GC�4 A15-1 kGROUND PER NFPA 250 3 = 1 noATE-n ird Will A I PARKING LOT 20 REVISION BY I APPROVED DATE SYM 1323610 SAZAN/MC 1 08.31.12 REVISION BY I APPROVED I DATE I` A - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE ISSUE FOR SUBTITLE CURRENT REVISION�SYMBQL DATE SITE PLAN - LIGHTING CALCULATION ALTERNATE 1323610 08,31.12 SHEET TITLE PARKING LOT 20 E -LO T -20A RENTON PARKING LOT 20 JOB NO. 1323610 COMP NO. DWG NO. FI-FURIC.Al- MA717P rol- x—xl/x--x RENTON, SIA; PTN—YD—F.—I--OT—?OA EE Will A I PARKING LOT 20 REVISION BY I APPROVED DATE SYM 1323610 SAZAN/MC 1 08.31.12 REVISION BY I APPROVED I DATE I` A - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE ISSUE FOR SUBTITLE CURRENT REVISION�SYMBQL DATE SITE PLAN - LIGHTING CALCULATION ALTERNATE 1323610 08,31.12 SHEET TITLE PARKING LOT 20 E -LO T -20A RENTON PARKING LOT 20 JOB NO. 1323610 COMP NO. DWG NO. FI-FURIC.Al- MA717P rol- x—xl/x--x RENTON, SIA; PTN—YD—F.—I--OT—?OA ... ....... ..... ..... ... . . . . . . . . . . . . j \J is . . ...... . .. g.. ..... ...... 4L� Will A I PARKING LOT 20 REVISION BY I APPROVED DATE SYM 1323610 SAZAN/MC 1 08.31.12 REVISION BY I APPROVED I DATE I` A - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE ISSUE FOR SUBTITLE CURRENT REVISION�SYMBQL DATE SITE PLAN - LIGHTING CALCULATION ALTERNATE 1323610 08,31.12 SHEET TITLE PARKING LOT 20 E -LO T -20A RENTON PARKING LOT 20 JOB NO. 1323610 COMP NO. DWG NO. FI-FURIC.Al- MA717P rol- x—xl/x--x RENTON, SIA; PTN—YD—F.—I--OT—?OA I CHECKED lmL%J I "Lu APPROVED RENTON PARKING LOT 20 JOB NO. 1323610 COMP NO. APPROVED Fl-ECTRICN.- MASTER col-, X—X,/X—X RMTON, WA, DWG NO. RTN—YD—F—I-OT-20 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE SYM PARKING LOT 20 1323610 SAZAN/MC 08.31.12 CHECKED lmL%J I "Lu APPROVED RENTON PARKING LOT 20 JOB NO. 1323610 COMP NO. APPROVED Fl-ECTRICN.- MASTER col-, X—X,/X—X RMTON, WA, DWG NO. RTN—YD—F—I-OT-20 FOR CONTINUATION SEE SHEET RTN-YD-El 8G -El 0 ;T1 4",42/0+#4G FOR CONTINUATION 0 BY 0 W. DATE SYM REVISION BY APPROVED ei i PARKING LOT 20 1323610 SAZAN/MC KEY PLAN SCALE: N.T.S. 08.31.12 ISSUE FOR PERMIT UNDERGROUND CONDUIT 08-3 AZ� iTel 17 00'", CONDUIT 20' 10' 0 10' 20' 40' - LIGHTING FIXTURE IDENTIFIER SEE DWG U) 7, 295 RTN-YD-E500. ;T1 4",42/0+#4G FOR CONTINUATION 0 BY 0 W. DATE SYM REVISION BY APPROVED ei i PARKING LOT 20 1323610 SAZAN/MC KEY PLAN SCALE: N.T.S. 08.31.12 ISSUE FOR PERMIT UNDERGROUND CONDUIT 08-3 AZ� iTel 17 00'", CONDUIT 20' 10' 0 10' 20' 40' - LIGHTING FIXTURE IDENTIFIER SEE DWG U) 295 RTN-YD-E500. 2:1 GENERAL NOTES �5 1. CONDUIT SHALL BE 1 SCHED 80 PVC UON. 2. CONDUCTORS SHALL BE STRANDED COPPER, XHHW ;T1 4",42/0+#4G FOR CONTINUATION 0 BY 0 W. DATE SYM REVISION BY APPROVED ei i ;T1 4",42/0+#4G FOR CONTINUATION LJ SYM REVISION BY ... ...... . ai DATE SYM REVISION BY APPROVED ei i PARKING LOT 20 1323610 LJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE PARKING LOT 20 1323610 SAZAN/MC KEY PLAN SCALE: N.T.S. 08.31.12 ISSUE FOR PERMIT UNDERGROUND CONDUIT 08-3 AZ� iTel 17 00'", CONDUIT 20' 10' 0 10' 20' 40' - LIGHTING FIXTURE IDENTIFIER SEE DWG Fax 206.267.1701 295 RTN-YD-E500. 2:1 GENERAL NOTES �5 1. CONDUIT SHALL BE 1 SCHED 80 PVC UON. 2. CONDUCTORS SHALL BE STRANDED COPPER, XHHW INSULATION UON. DRAWN 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL SITE PLAN - LIGHTING BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. SYMBOL. 120/208V 277/480V "A" PHASE (PANEL LEFT BUS BLACK BROWN CHECKED "B" PHASE (PANEL CTR BUS)RED ORANGE i "C" PHASE (PANEL RIGHT BUS) BLUE YELLOW NEUTRAL WHITE GRAY LEGEND SPECIFICATION IS APPROVED ENGINEER TITLE PARKING LOT 20 APPROVED BY DEPT. DATE ti/��®� CHECKED E19G-E10 APPROVED RENTON PARKING LOT 20 JOB NO. 1323610 COMP N0. APPROVED FI_,FCTRICA1 MASTER C01- X-X,/X--x RENTON, WA DWG NO. RTN-YD-F119G-F10 G R 0 U P POLE MOUNTED SINGLE HEAD LUMINAIRE SEP 0''2012 POLE MOUNTED DOUBLE HEAD LUMINAIRE HAND HOLE: OLDCASTLE PRECAST #H118, 11 "X 18 "x 121. KEY PLAN SCALE: N.T.S. ISSUE FOR PERMIT UNDERGROUND CONDUIT 08-3 AZ� iTel 17 00'", CONDUIT 20' 10' 0 10' 20' 40' - LIGHTING FIXTURE IDENTIFIER SEE DWG Fax 206.267.1701 295 RTN-YD-E500. 2:1 GENERAL NOTES �5 1. CONDUIT SHALL BE 1 SCHED 80 PVC UON. 2. CONDUCTORS SHALL BE STRANDED COPPER, XHHW INSULATION UON. DRAWN 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL SITE PLAN - LIGHTING BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. SYMBOL. 120/208V 277/480V "A" PHASE (PANEL LEFT BUS BLACK BROWN CHECKED "B" PHASE (PANEL CTR BUS)RED ORANGE i "C" PHASE (PANEL RIGHT BUS) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. PERMANENTLY LABEL (PHENOLIC LABEL) ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH PANEL AND CIRCUIT IDENTIFICATION. 6. POST REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB. REFERENCE DRAWINGS [I> SEE LIGHTING FIXTURE SCHEDULE ON DWG RTN -YD-E500. _\0NT N. NOTES ('C/ O CONSTRUCTIN NOTES TOR WITH H-O-ASWITCH PROVIDE HOMERUN CONDUIT AND CONDUCTORS VIA PROVIDE CONNECTION, TO LCP-A1 5. PROVIDE CONDUIT AND CONDUCTORS. ffED ON FACADE OF. `-0" ABOVE 2ND LEVEL _:�:-PROVIDE CONDUCTORS IN EXISTING 4" CONDUIT. INTERCEPT EXISTING UNDERGROUND CONDUIT. 1 -SUPPORT AS S E lvl B ILY REMOVE CONDUIT PLUG AND PROVIDE COUPLING )L CARETS. WITH 2" CONDUIT ADAPTER. IRRIGATION CONTROL',` '5 ROUTE CONDUIT ABOVE FIRE SPRINKLER PIPES. -OR CONTROL WIRING4 APE ARCHITECT. [6::_-�CROSS MAIN FIRE SPRINKLER PIPE. ANDPOLE. SEE DWG 7, PROVIDE NEMA 3R PANELBOARD, IEM#125A BUS, 100A MCB, 480Y/277V, 30, 4W. ONDU,lfANID PROVIDE MINI POWER -ZONE, SQUARE D #MPZB10S40F. A B C D E F G H J K L E10 RES IN LIEU OF'HPS Ell .......... ..... IT, FIXTURE SCHEDULE ON E12 T, C) E13 Lj_j E14 0) E15 w1 E16 �,A A o E17 E18 E19UQI Lij E20 E21 J; LLJ LLJ E22 E23 E24 =D E25 4\ E26 0 E27 E28rx . .......... . . .. .. ... 0 E29 �g Division E30 SPECIFICATION IS APPROVED ENGINEER TITLE PARKING LOT 20 APPROVED BY DEPT. DATE ti/��®� CHECKED E19G-E10 APPROVED RENTON PARKING LOT 20 JOB NO. 1323610 COMP N0. APPROVED FI_,FCTRICA1 MASTER C01- X-X,/X--x RENTON, WA DWG NO. RTN-YD-F119G-F10 G R 0 U P SEP 0''2012 600 Stewart St., Ste 1400 KEY PLAN SCALE: N.T.S. ISSUE FOR PERMIT Seattle, Washington 98101 08-3 AZ� iTel 17 00'", 20' 10' 0 10' 20' 40' - FOR CONTINUATION SEE SHEET RTN—YD—E20G—E10 Fax 206.267.1701 SCALE: 1 "=20' SAZAN #342-1205 ACCEPTABILITY DRAWN DATE SUBTITLE SITE PLAN - LIGHTING CURRENT REVISION 132361 SYMBOL. DATE 08,31.12 THIS DESIGN AND/OR CHECKED i SHEET SPECIFICATION IS APPROVED ENGINEER TITLE PARKING LOT 20 APPROVED BY DEPT. DATE ti/��®� CHECKED E19G-E10 APPROVED RENTON PARKING LOT 20 JOB NO. 1323610 COMP N0. APPROVED FI_,FCTRICA1 MASTER C01- X-X,/X--x RENTON, WA DWG NO. RTN-YD-F119G-F10 Sym REVISION BY APPROVED DATE SYM PARKING LOT 20 1323610 SAZAN/MC 08.31.12 G REVISION E19 ,FLE500 FOR., POLES LOCATED IN PLANTER AREAS, 8 TYP 1 "C-2#8, 1 #8G L-1 yr�L�DUL J -BOX SEE SHEET E18F-E10 'A 5. PERMANENTLY LABEL (PHENOLIC LABEL) ALL HL UbSLNVLU UN ALL UINUUII5 bUU VULI5 UK LE55. 120/208V 2 6. POST REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB, REFERENCE DRAWINGS SEE LIGHTING FIXTURE SCHEDULE ON DWG 2 4 RTN -YD-E500. "A" PHASE (PANEL LEFT BUS) BLACK 277/480V HOLE A, HANDHOLE. OLDCASTLE PRECAST #H1118 WITH "B" PHASE (PANEL CTR BUS) R ED BROWN M Q, "C" PHASE (PANEL RIGHT BUS) BLUE ORANGE Hj T CONDUIROUTING. -AP EXISTING CONDUIT BELOW NEUTRAL GRADE AND ABANDON IN PLACE. WHITE YELLOW PROVIDE NEW LIGHTING FIXTURE AND POLE. SEE 3I. DWG RTN-YD-E500. 1 ®PROVIDE UNDERGROUND CONDUIT & CONDUCTORS. GRAY EN N EQUIPMENT GROUND GRE -- ----------- - ---- I A 4. LARGE SIZE CONDUCTORS WHICH DO NOT HA�tEEN COLORED JACKETS SHALL BE IDENTIFIED WHEREVER ---------- .... ... . VISIBLE BY APPROPRIATELY COLORED TAPE 5. PERMANENTLY LABEL (PHENOLIC LABEL) ALL A, N f 0, RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH ib"' PANEL AND CIRCUIT IDENTIFICATION. 6. POST REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB, REFERENCE DRAWINGS SEE LIGHTING FIXTURE SCHEDULE ON DWG RTN -YD-E500. CONSTRUCTION NOTES .--7"SHEET E18G-E10[1:::�-PROVIDE 11"Lx18"Wx12"D POLYMERE CONCRETE CONTINUATION HANDHOLE. OLDCASTLE PRECAST #H1118 WITH STEEL COVER & VANDAL PROOF BOLTS. AND ;HOLE, DEMOLISH EXISTING ELECTRICAL PEDESTAL & :8, 1:#8G 4 CONDUIT (APPROX LOCATION). REMOVE CONDUCTORS 3 BACK TO UTILITY XFMR IN PARKING LOT 11, APPROX 400 -FEET SOUTH. CONTRACTOR SHALL CONFIRM Hj T CONDUIROUTING. -AP EXISTING CONDUIT BELOW GRADE AND ABANDON IN PLACE. 2 K8 �J \ I PROVIDE NEW LIGHTING FIXTURE AND POLE. SEE 3I. DWG RTN-YD-E500. 1 ®PROVIDE UNDERGROUND CONDUIT & CONDUCTORS. BID ALTERNATE: 1. PROVIDE LED LIGHT FIXTURES IN LIEU !OF HPS E LIGHT FIXTURES. SEE LIGHT FIXTURE SCHEDULE ON - SHEET RTNYD-E500. CD A B C D E F G H J K L T E10 Ell E12 E13 E14 c L 0 L c c L L L L C C c c c L SYM I I PARKING LOT 20 REVISION BY APPROVED DATE SYM 1323610 SAZAN/MC 1 08.31.12 Um BY I APPROVED I DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE SUBTITLE SITE PLAN - LIGHTING J �1 LEGEND �— POLE MOUNTED = SINGLE HEAD LUMINAIRE --f---3;� POLE MOUNTED DOUBLE HEAD LUMINAIRE ® HAND HOLE: OLDCASTLE PRECAST #H118, 11 "X 18 "x 12"D. ------ UNDERGROUND CONDUIT �--- CONDUIT B4 LIGHTING FIXTURE IDENTIFIER — ,SEE DWG 295 RTN—YD-E500. GENERAL NOTES 1. CONDUIT SHALL BE 1 " SCHED 80 PVC UON. 2. CONDUCTORS SHALL BE STRANDED COPPER, XHHW INSULATION UON. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V "A" PHASE (PANEL LEFT BUS) BLACK 277/480V "B" PHASE (PANEL CTR BUS) RED BROWN "C" PHASE (PANEL RIGHT BUS) BLUE ORANGE NEUTRAL WHITE YELLOW EQUIPMENT GROUND GREEN GRAY 4. LARGE SIZE CONDUCTORS WHICH DO NOT N1VkEEN COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE 5. PERMANENTLY LABEL (PHENOLIC LABEL) ALL RECEPTACLES, JUNCTION BOXES, SWITCHES; ETC., WITH PANEL AND CIRCUIT IDENTIFICATION. 6. POST REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB. REFERENCE DRAWINGS 1� SEE LIGHTING FIXTURE SCHEDULE ON DWG RTN—YD—E500. CONSTRUCTION NOTES PROVIDE HOMERUN CONDUIT AND CONDUCTORS VIA LCP—A15. PROVIDE LIGHTING FIXTURE, POLE CONCRETE BASE. SEE DWG. RTN—YD—E500. REMOVE CABINETS FOR ABANDONED CARD READERS AND RETURN TO BOEING FACILITY. REMOVE LOW VOLTAGE & 120V CONDUCTORS BACK TO THEIR SOURCES. REMOVE CONDUIT SYSTEMS FOR LOW VOLTAGE & POWER BELOW CONCRETE FINISH AND ABANDON IN PLACE. REMOVE LIGHTING FIXTURE. ® PROVIDE UNDERGROUND CONDUIT AND CONDUCTORS. BID ALTERNATE: 1. PROVIDE LED LIGHT FIXTURES IN LIEU OF HPS LIGHT FIXTURES. SEE LIGHT FIXTURE SCHEDULE ON SHEET RTN—YD—E500. A B C D E F G H J K L 0 E10 = E11 00 w E12 I c� E13 z E14 E15 w E16 w E17 w E18 E19 z 0 E20 E21 z E= E22 z 0 E23 n, E24 0 L- E25 E26 E27 E28 E29 E30 KEY PLAN SCALE: N.T.S. N 20' 10' 0 10' 20' 40' SCALE. 1 =20 CURRENT REVISION SYMBOL DATE 1323610 08.31.12 SHEET TITLE PARKING LOT 20 E1 1 8G—E10 RENTON PARKING LOT 20 JOB NO. 1323610 COMP NO. 110 FCTRICAI. MASTER COL.. X—X/X—X RFDWG NO.NTON, WA, RTN—YD—F19G—E10 PARKING LOT 20 1323610 SAZAN/MC 08.31.12 THIS DESIGN AND/OR CHECKED SITE PLAN - LIGHTING 1323610 08.31.12 _ SPECIFICATION IS APPROVED SHEET APPROVED BY DEPT. DATE ENGINEER TITLE PARKING LOT 20 CHECKED E18F-EIO- APPROVED RENTON PARKING LOT 20 JOB NO. COMP NO. 1323610 _ APPROVED DWG N0. ELECTRICAL_ MASTER COL. X-X/X-X RENTON, 1NA RTN-YD-E18F-E10 .... - . , .. ..:.. ...__, r':::1 .✓ QCs 3"'°." § r. [ _ g t n.o fi I SYM REVISION 8Y APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAWDATE. N STACY HAIAR 8 31 12 SUBTITLE CURRENT REVISION SYMBOL DATE A 30% Lands cape Plans SVH MB 07/30/12 - THIS DESIGN AND AND/OR CHECKED _ r IRRIGATION SCHEDULE 08 / 31 12: / - - . SPECIFICATION I I ON S APPROVEDd MARK R UGH B UMBA . 08/31/12 . .&DETAILS SHEET. B 60% a Landscape e Pidns P SVH MB 08 23 12 _ . - ® APPROVED BY DEPT. BATE ENGINEER TITLE F r.I� PARKi VG LOT ZO IM 1. PROVEMENT C 90% Landscape Plans SL MB 08/31/12 CHECKED ENTON SITE LM5 APPROVED JOB NO. COMP N0. - M ARK BRUMBAUGH 08/31/12 i - ,. _ APPROVED M � DWG NO RENTON 1, i NOT TO SCALE SYM REVISION BY APPROVED DATE REVISION BY APPROVED DATE I, ACCEPTABILITY DRAWN STACY HAIAR DATE 8/31/12 SUBTITL E CURRENT REVISION SYMBOE DATE A 30% o Landsca e Plans P - SVH MB : 07 30 12 / / _ THIS DESI GN AND/OR CHECKED - p SC C+ CC cc �/`�NDS�ACHG�ULG & ETAILS 08/31/12 - SPECIFICATION PEC FICATION IS APPROVED MARK BRUMBAUGH 08 31 1 2 � SHEET ._ B 60% Landscape Plans SVH . MB 08 23 12 ® iL O _ APPROVED BY DEPT. DATE T TITLE PARKING LOT` 20 IMPROVEMENT .. C 90% Landsca e Plans _ p S L MB 08 /31/12 -. CHECKED RENTON o SITE APPROVED MARK BRUMBAUGH 08/3 1 12 ,_ J OB N0. COMP N0. _ L "I_ : APPROVED _ M B RENTON DWG .NO. _ ti I j i �M , 1 R PS 19 PSM : 14 RR -1 g PSM \ r 13 RR / +V I I :`..:. �i5Z5a2S x Tzzz:t6'wx r a LANDSCAPE STATISTICS REVISION ' NEW LANDSCAPE PROVIDED 34,540 SQ. FT. F 1. _o 6 TH PH Rubus roundIII , 00 I I I I I - 11 I .. n I I I I I - I 1 I 16a39?if� I l'.._ 5U HL�S ��-tt y � nva r �r n r--1 SYM REVISION ' ` Y .. B APPROVED DATE : Y Sym REVISION BY , ..APPROVED DATE - ACCEPTABILITY L �` DRAWN WN STACY HAIAR DATE 8/31/12 SUBTITLE _ CURRENT NT REVISION SYMBOL �-- DATE A 30% Landsca e' Plans - SVH MB_ 07/30/12LAf��DSCAP _ : _ - - THIS S DESIGN AND/OR /E CHECKED �+ C� SITEPLAN: 081/31/12 SPECIFICATION IS APPROVED: MARK BRUMBAUGH 08/31/12 SHEET : - I B 60% Landscape_ P'APPROVED SVH. MB 08/23/12 - E� H BY DEPT. DATE ENGINEER _ TITLE ., hl PARKING LOT 20 IMPROVEMENT, j., r C 90% p Landscape Plan P ' .. SL MB 8 0 31 12 CHECKED RENTC��1 SITE .r L2 PP APPROVED R ED J 0 N . B 0 C0 M P N0. AK M R BR UM BAUG H 08/31/12 .. : APPROVED DWG NO MB RENTON I' I A `cV d OUTLET ;� FLOW Sco STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAi�ACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (26). VAULT STYLE OPTIONS INCLUDE INLET BAY (17), INLET BAY/OUTLET BAY (12), OUTLET BAY (21), FULL HEIGH i' BAFFLE WALL (17). STORMFILTER 8X11 PEAK HYD)PAULIC CAPACITY IS 1.8 CFS. IF THE SITE CONDITIONS EXCEED 1.6 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" .: 18" ' LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' .2.3' 1.8' SPECIFIC FLOW RATE (gpm/s2 gpmli? 1 gpmlft2 2 gpMti' 1 gpm/fV 2 gpm/W__ 1 gPam CARTRIDGE FLOW RATE (gpm) 22.5. 11.25 15 .:. . 5 75 10 ITE SPECIFIC DATA REQUIREMENTS STRUCTUREID SF290B WATER QUALITY FLOW RATE (cfs .3966 PEAK FLOW RATE Ks 2.04 RETURN PERIOD OF PEAK FLOW (yrs) 100 # OF CARTRIDGES REQUIRED 24 CARTRIDGE FLOW RATE 7.5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG PIPE DATA: : I.E. MATERIAL I DIAMETER INLET PIPE #1 .23.90 PVC 12 INLET PIPE #2 ' OUTLET PIPE 21.6 PVC f2 - UPSTREAM RIM ELEVATION, 28.00 DOWNSTREAM RIM ELEVATION 27.90 ANTI -FLOTATION BALLAST : WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD RING/RISERS ��----=-___.=/r � /� ��\�/�T jam`_• d: , -. •. er, a .' -i-. '. is .. ..- ..: ' OVER FLOW STEP '. ASSEMBLY GENERAL NOTES " 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. STORMFILTER d 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS CARTRIDGEw LLC REPRESENTATIVE, www.contechES.com x 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS J o DRAWING. a ¢ 5. STRUCTURE SHALL MEET AAS14TO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, INLET PIPE z > OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION w i'o a _ p 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. z 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INLET ? o NOTES INSTALLATION DISSIPATOR :' : x ~... 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE - SPECiFIED BY ENG NE 4 %. • , h d'•; •,.• •• ... ;, ' - -_ T WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER VAULT LIFTING I ER OF RECORD. OUTLET 2. CONTRACTOR TO PROVIDE EQUIPMENT _ ................+ea.s-m•:;,;-.,s.r:;,-.e..•:,,::-r.:.... -CLUTCHES PROVI ., DED . .. PIPE 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT. cam a� 1 fl� v 4. CONTRACTOR TO PROVIDE, IN, AND GROUT PIPES..MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. a FLOW KIT 9 , w S. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. 6" PEA GRAVEL SECTION fi"A U!v4oNTECn RTu-a 12 6x8 QUARRY SPALLS Th�s�,M,",9�m' - ENGINEERED SOLUTIONS LLC STQRMFILTER StormFilter' xrvvw.contechES.com UNDISTURBED OR RECOMPACTED SOIL 9025 Centre Pointe Dr., Suite 400; West Chester, OH 45069 STANDARD DETAIL 800-338-1122 513-645-7000. 513-645-7993 FAX STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES. 096' MANHOLE STORMFILTER PEAK HYDRAULIC CAPACI IS 1,8 CF IF THE SITE CONDITIONS EXCEED 1.8 OFS AN UPSTREAM SYPASS.STRUCTURF IS_. REQUIRED. CARTRID EC 10 L T N CARTRIDGE', IGHT 27" 1$", LOW DROP RECOMMEND D HYDRAULIC DROP (H) 3.05' 2.3` 1.8' SPECIFIC FLOW RATE (gpm/so 2 gpm/ft' 1 gpmlft 2 gpm/ft' 1 gpm/fi . 2 gpm/ft' 1. gpm/ft' CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 15 7.5 NLA INLt I K kAl fi NtW LAII hl tiA51N. 1 I COMPLIES WITH NPDES '. ' OU ET 40CFR 122.26 BMP TL e U MAe I K I GO 0. s c ar 9u e � S SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID SF290A WATER QUALITY FLOWRATE (cfs .3966 PEAK FLOW RATE (cfs) 2.04 RETURN PERIOD OF PEAK FLOW (yrs) 100 # OF CARTRIDGES REQUIRED 12 CARTRIDGE FLOW RATE 15 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) CSF PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 21.5 PVC. 12 INLET PIPE #2 OUTLET PIPE 19.2 PVC :. 12 UPSTREAM RIM ELEVATION 27.90 DOWNSTREAM RIM ELEVATION ANTI -FLOTATION BALLAST WITH HEIGHT NOTES/SPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD Li U Stairwell >40 NO 298A 36.3. 53:2 CB TYPE 1 i -- 39.1 RIM—_ 27.00El INV=25.00 No. 286 v, 1 27,:5a w` A NDONED ' :< • CB-1 No. 287IN 0 TOP 26.6 CB-1 I 12 r ci NV N 22.3 0 TOP 26.5 non .. VS22.3 INV N23. 0 9 ISE G BOT 21.2 BOT 22.3 2..5 / .9 FW FW � S GENERAL N 07'E PAVED PARKING ..,MATCH LINE FOR CONTINUATION SEE SHEET C18F: �7, INSTALL BOEING #RTU -3 SFMH95 CS :2 F STORM FI LTER VAULT PER DTL. C1 9F -1b .... ..... ... STORM FILTER: VAULT PER DTL. 19dC519F-lb INSTALL BO �4 SF811 ZPG v EING #RTU c /7 C I N F3 > STALL HIGH FLOW BYPASS MH PER 26�80 �NO 709 B .70 DTL. 19F -lb CB -1 C'9,�LC5 RIM=22.6 9 TRAFFIC PORK CHOP DRIVEWAY FEATURE INV=19.6 VLT 0 C19F C500b PER DTL. ..... MONITORING WELL COVER VA ...... ... . ..... ..... .... INSTALL U LT cl PER DTIL. C19FTC50 ... ..... .... 0 CONSTRUCTION NOTES U) ..... ............ im NST ... ......... Cb00b INSTALL STORM PIPE PE . .......... ... ........ ...... ... ........ C500b . ....... ........... ;N .'548*,' .... �SPHALT PAVEMENT DTL SECTION. -INSTALL 3" ...... ...... .......... PER SHT C519F-lb ALL CB PER DTL W/ MARKER FAG TER .......... N R DTL. C500b Gl� WM 6"W FIRE . . . . . . . . . . . ... ...... C500b DTL. INSTALL MANHOLE PER 7'3 ........... ....... ....... -OUT P D INSTALL CLEAN ER DTL. 8')N F1 R INSTALL TRENCH DRAIN PER DTL. P PRD ............ .... .... Uj ......... ........... .......... Uj ........... - .......... CID .. .. 7 INSTALL CONCRETE DRIVEWAY ENTRANCE PER CITY OF ....... Uj VV VLT/ HOSE BIB .............. LLJ TOP 26.0 . .. . . .. ........... .......... .... .. INSTALL CONCRETE SIDEWALK PER CITY OF RENTON .......... F c/) RAISE FRAME AND COVER TO MATCH NEW GRADE .................... .... 0 FENCE TYPE PER CITY OF RENTON STD PLAN L002. . . . . . . . . . . . . . LLJ INSTALL 4' HIGH BLACK PVC COATED CHAIN LINK .................... .... RENTON STD PLAN F004. L) LLJ Lij ........... ........ ..... 4_ . . . . . . . . . . Lij K I M TYPE.DTL F007. 0 Uj 8�0 U) ............. LEGEND z. ........ .... LL ..... ..... 0 ... .. F ....... 0 SAN MH SANITARY SEWER MANHOLE Uj ........... .... CB CATCH BASIN ..... .... .. 0 WMH WATER MANHOLE ............. z PIV POST INDICATOR VALVE F- ............ ............. WV WATER VALVE > ......... . ..... 0 El WM WATER METER -NO�:2 ZD FH FIRE HYDRANT j 8 SD- ..... 0 LL_ F- I C . .......... ELECTRICAL/TELEPHONE VAULT UJI CD ...... . MONITORING WELL COVER 2 Z: . ..... LIGHT V . ... ...... ... _T_ �7 SCALE NONE P Lil . . . . . . . . . . . . . . . . . . . . . . . clo C11. . . . . . . . . . . . . . . . . . . . . . cm. . . . . . . . . . . . . . . . . . . . . . ........... .. C12 C14 . . . . . . . . . . ... 0.. > C13 C14 J . . . . . . . . . . . . . . . . . . . . . . . . I ............ ... > PAVED PARKING ........... ...... m C18 C16 ......... ...... .... > C15 ...... .... .. C17 M-��27- 0: io� SD' 12" ZM=28.00. . . . . . . . . . . . . . . . . . C19 .................... .... M H:,�� A ........... C20 ........ .... 'I 2"W ........... '4 GATE H EN 10 C21 0- -- - - - - -- 0 ... C22 C23 ------ �:b::I,A ANU) 0 -INV -S 24,40, " "' 1 "' :: L 'No'..'547.... .28. 10 D-32 .4 C24 z Pipes .......... C25 2� . .................. 0 ... I/ GAS VETERK— ........ C26 STATION ........... 28.30 ... ............ C27 00 B B VLT OE�-- OE— PSE CAPPED GAS LINE C28 < --- IN RIGHT OF WAY C29 0 0 0 0, C3 S 0 INV N. Z 1.41 . T. ........ INV - S -20:62- . . . . . . . . . . . . . . T�: /S PROPERTY LINE CB . ..... ........ GV_ 00 ................... ... ........ ............. ....... BOT -19.27- V. ........ ...... .... .... ..... ...... ... .. ... ........... ....... .............. ..... ...... ........... ................. .. ...... ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 54' .... ........ ... ...................... No STS L;b*,i C13 ... N ............. ...... ........ .............. ...... TRIENCH'.'DRA,�."'.�"' MH . ....... .............. ........... ....... . F 6' ......... ....... MH -`F?` - - -,MH �"E" MH TOT TOP ........... .......... ....... . ..... .................. .. ....... ................ RIM=26.,45. ......... 40' RIM==26:90 .............. ........... ...... ...... ..... TRENC*H 'DRAIN .20' 10' 0 i - -CR 11 ....... ... ------- .................. ............... ABOVE- GROUND. .............. .... TOR 27.5 .... CB - 11 36"DIA CB -04"DIA), A .... ..... IE'. N E.'23* 69 2 .............. ...... ...... ...... ... ........ ........... 20' ................ ...... RIM,'271'3*5'-'. ....... VERT� CONDIUT INV,SE- 25. RI -M- 27.80 ... .... ........... .. ..... -27.49 ...... ........ 3 RIM IE'. $'23..5Q.'.'T0P'. PIPE'2.4.97. ...... .......... ......... ....... ............ ..... �RIM -27..63 ... .. .......... ....... ....... .............. ................. I ...... BO - T. -22: 10.-. -..-.BOT'.S.TRUCT.URE - 1.91.67 ....... ....... ......... ...... INV W' 21.70 ... ..... INV -NE. 18.7 . ..... ... ....... ... .......... �MH ....... SCALE IN FEET ....... ........ ...... ......... ............ JNVIE'21,5.1' ....... -H ST"* ............ ...... 'TO J 4"; 5* -9' . .......... TS'. ....... 'BOT' -20.54, ....... ........ ....... ............. STS� ........ . ............ CLOGGED'.'.','. . . ......... ....... ...... ................. ............. ...... .............. ......... ....... ........ ............ ... .... ....... ............ ............ 26-9 ........ [E 13 C3. ........... 21-96 .75* �*.jf -:$T . . .. 'F. W)'.'STS .......... . . ; .: . INV.S 6,02. ........ ................. ......... ; ; 7. � . . .11 , . ........ Tili ST I 2"C - - sTs .............. , �'. *.'s 5 S JNV'�S-19' S, ...... ...... ........ ... STS .......... .......... ... .... S......... 1 �9'60 .... ....... ........................... ...... ....... Fm .......... .......... 130 T 0 - 5 ........ ...... INV,,E ............ ........ ... .......... 10) .......... .......... ....... - - - - - - - ---------------- . .... .. ........ .............. ........... . . . . . . - .............. RQT- -1 - CONSULTING ENGINEERS/CIVI D E L L AN 3� LfC1-7U,RA MATCH LINE - FOR CONTINUATION SEE SHEET C20F 1519 West Valley Highway North, Suite 101 Sk'P Aubum, WA. 98001 TEL (253) 833�7776 FAX (253) 939-2168 DRAWN DATE 0ATF( _/Q-11 Sym REVISION BY APPROVED DATE SYM REVISION BY AP PROVED DATE SUBTITLE CURRENT REVISION ISYMBOL V/ ACCEPTA81LITY jt_�! lj,� i , , i-4�- ,�- 1201471 8 7 3 1 CHECKED PARTIAL SITE PLAN H THIS DESIGN AND/OR REI 8/31/12 C PARKING LOT 15 RE[ DED 3/12/04 H PARKING LOT 20 J#120147 DED 1 SPECIFICATION IS APPROVED SHEET ENGINEER TITLE UPDATED U/G UTILITY MAPPING DHA, INC. GRB DAH 12/31/98 D ISSUE FOR CONSTRUCTION J#031098 REI DED 6.4.04 APPROVED BY DEPT. DATE PARKING LOT 20 CHECKED J#031098 REI 'DED 11-4-04 UPDATED U/G UTILITY MAPPING DHA, INC. GRB DAH 03/17/99 .:E, DRAWING OF RECORD C1 9F 7T 19FTC51 APPROVED JOB NO. COMP NO. RENTOIN SITE A REHABILITATE WATER DISTRIBUTION SYSTEM PH. 9 355910 KARALUS GAK 04.25.01 F. RECORD DRAWING REMOVE DOMESTIC & FP WATER HGI 12.15.08 9188981 B WEST SHOP DEMO J REI DED 9/30/03 G UPGRADE 20 SCALE SITE PLANS(DHA. 09-1,637). 9488981 AAC DAH 4/30/10 DWG NO. CIVIL MASTER- RENTON RTN-YD-C19F .0 0 GENER �L N OTES 0 0, A "T fw- A M-7, / ANN-. 4 & "M M -A -Z MR,5 F1 00111"`,� .... .... llll 0 0", S. 0 JBSTATIO� t . . .. ... # 2 .8 f2 1.5 Ek R; A, nN NA, 'g, 0 CONSTRUCTION N OTES w ,p TENCIL STANDARD. SOLID WHITE PAINTED TEXT TO BOLING S ;N- R SOLID WHITE PAINTED DIRECTIONAL ARROW TO BOEING -SIENCIL SIZE STANDARD mm, N;, `xl"� STOP SIGN PER M.U.T.C.D. STD,Rl 1; S. -Z. [��,INSTALL CROSSING SIGN PER M.U.T.C.D. STD W11A ...... .... ...... 5 FOOT LONG BY 16 INCH WIDE,SOLID WHITE PAINTED -g CROSSWALK @ 32 INCHES ON CENTER. g� gg 74 /` . . ...... MR 7 ........ 4 -_w . ... 0 204.244 0 21 NA 8 INCH WIDE. SOLID WHITE STOP BAR. —2 :.Y EN LONG DOWLS-UTILITY VAULT CO. OR EQUAL JYP). llUlH n a g -a- -5. .... ...... ;.-, INSTALL RIGHT TURN ONLY SIGN M.U.T.C.D. STD R3 . ... . .. . , P—A�--W . ........ SOLID WHITE PAINTED PEDMAN'SYMBOL PER BOEING STENCIL STANDARD. M 1A. . . ..... wm- .......... ... ..... VLT 0 1 N -f q LEGEND A SANITARY SEWER MANHOLE WATER MANHOLE CB CATCH BASIN A 0 SAN MH 4, m, 0" m 0 WMH- CATOR VALVE PIV POST INDI E2 WV WATER VALVE WM WATER METER "M FL 20,00 . ..... FH FIRE HYDRANT "R .... ....... .. ......... ELECTRICAUTELE' HONE VAULT ......... . W� 011 ASPHALT ID NT m.......... LIGHT ..... . . ... 2 [-M. El It m it ..... g" �.9 /0 "o ......... ROM p PARKING STALL COUNT if -N ........... ......... N............ "'W FULL SIZE PARKI qG STALLS 567, LANDSCAPING INTERIOR PARKING 12,030 SF 216,541. PAVEMENT AREA SIDEWALK AREA 3,676 TOTAL LANDSCAPING AREA 24,766 INTERIOR, PARKING LANDSCAPE AREA. 10,210 (5.4%) TOrAL PARKING STALLS 567 CONSTRUCT EXTRUDED CURB PER. q, E m- ro PAINT 4 INCH WIDE SOLID WHITE PARKING LINE (TYP). ATTACH SIGN TO CONCRETE RAMP. WALL. PROVIDE 6'.' BUMP CURB WHEEL STOP STAKED WITH TW #4xl' -0" 0 :.Y EN LONG DOWLS-UTILITY VAULT CO. OR EQUAL JYP). llUlH n a g -a- -5. .... ...... ;.-, INSTALL RIGHT TURN ONLY SIGN M.U.T.C.D. STD R3 . ... . .. . , P—A�--W . ........ SOLID WHITE PAINTED PEDMAN'SYMBOL PER BOEING STENCIL STANDARD. M 1A. . . ..... wm- .......... ... ..... VLT 0 1 N -f q LEGEND A SANITARY SEWER MANHOLE WATER MANHOLE CB CATCH BASIN A 0 SAN MH 4, m, 0" m 0 WMH- CATOR VALVE PIV POST INDI E2 WV WATER VALVE WM WATER METER "M FL 20,00 . ..... FH FIRE HYDRANT "R .... ....... .. ......... ELECTRICAUTELE' HONE VAULT ......... . W� 011 ASPHALT ID NT m.......... LIGHT ..... . . ... 2 [-M. El It m it ..... g" �.9 /0 "o ......... ROM p PARKING STALL COUNT if -N ........... ......... N............ "'W FULL SIZE PARKI qG STALLS 567, LANDSCAPING INTERIOR PARKING 12,030 SF C' ............ . . .... ... . n c 6 KEY PLAN SCALE NONE -�z 6. 3 zp A, B C D F G H J K L .............. .. ........ ee, 2" �,A ... ..... .. clo '5 3 z'E 5? . . ........ �g, 'p C12 C13 M C14 .. . .. ...... C16 -g- C17 Z, A, 3 -5 C18 C19 ... ....... ""N �K C20 Q C21 R co X t— ZEN ..... ...... S. . ......... P, D 2 .......... R- - 0 'A ........... .. . ........ . �g . . . . . . . . . . ........... C30 R g 5 JE M S. 0 GRADING OUANMES ..... ..... .. g DESCRIPTION VOLUME (YDS) 32 ........ ..... ..... . 1,320 AS'PHALT REMOVAL 3", "T'lni- 0 ... ........ DUFF REMOVAL 532 No. 281 ORS -029 0 ........ TOTAL EARTH CUT 1,007 30, 10 30' 60' RIM 28.30 !s ... TOP R$R 25.5 5 .......... . .. I. :�: I .. .... TOTAL EARTH FILL 124 INV FRSR 19 21i20: ........ .. . 1. -1[][. ` ASPHALT PAVEMENT 3" 1,771 IW NW 21,30 BOT 15.30 SCALE IN FEET la"m is"m . ... .. TOt' COARSE GRAVEL 2" 1,179 20' El 0 ...... 0 Lljl;� 17 BAS cl........ ........ ........... 841 ... .......... ............ ..................... ...... .......... I ... - ... .. L' -.i --- - . .7 ..... . ...... .. ............. m ............ ........... ............. ................. ............... WALK ......... C RAL s .. .......... . ............. ......... ........... .......... ................... ............... ............... w." ...... ......... ....... ...... ........... ...... CONCRETE SIDE 19 I .................. ..... qv ........ . . T: ......... ........ qsgp, L�ND -10 [m (a (a T E COARSE GRAVEL 4" 2,363: wv upw (0 .............. ........... - . -, ��: .. . - -� X ............. 7 F � �u SCAPE TOP SOIL ... ....... ........ .. ..... ......... z ....... .......... ...... ....... .......... CONSULTING ENGINEERS/CIVIL AND STRU ...... ............. ....... ........... ...... ....................... ...... I ........... .............. ... ....... ....... ............... ................. ............ .............. ..... .............................. : ........ ........ ...... ................. .................. ...... ...... ....... ............... ........ ............... ....... TMH, ...... ARE ESTIMATES AND SHOULD ................. ........... ........... QUANTITIE' ..................... ............. ....... .......... ...... ......... ....... ....... ....... .......... L L SITE P LAN n�j . .......... ............... ......... OVERA . .......... ....... .......................................... ...... .. NnT RF rnp Pinnimn Piiponrp,(z sym REMION PARKING LOT 20 12056\Clvil\l -CIVIL\Cl -Site-plon.dwq DESCRIPTION AREA (SF) `OTAL PARCEL AREA 216,541. PAVEMENT AREA SIDEWALK AREA 3,676 TOTAL LANDSCAPING AREA 24,766 INTERIOR, PARKING LANDSCAPE AREA. 10,210 (5.4%) TOrAL PARKING STALLS 567 ........... C30 R g 5 JE M S. 0 GRADING OUANMES ..... ..... .. g DESCRIPTION VOLUME (YDS) 32 ........ ..... ..... . 1,320 AS'PHALT REMOVAL 3", "T'lni- 0 ... ........ DUFF REMOVAL 532 No. 281 ORS -029 0 ........ TOTAL EARTH CUT 1,007 30, 10 30' 60' RIM 28.30 !s ... TOP R$R 25.5 5 .......... . .. I. :�: I .. .... TOTAL EARTH FILL 124 INV FRSR 19 21i20: ........ .. . 1. -1[][. ` ASPHALT PAVEMENT 3" 1,771 IW NW 21,30 BOT 15.30 SCALE IN FEET la"m is"m . ... .. TOt' COARSE GRAVEL 2" 1,179 20' El 0 ...... 0 Lljl;� 17 BAS cl........ ........ ........... 841 ... .......... ............ ..................... ...... .......... I ... - ... .. L' -.i --- - . .7 ..... . ...... .. ............. m ............ ........... ............. ................. ............... WALK ......... C RAL s .. .......... . ............. ......... ........... .......... ................... ............... ............... w." ...... ......... ....... ...... ........... ...... CONCRETE SIDE 19 I .................. ..... qv ........ . . T: ......... ........ qsgp, L�ND -10 [m (a (a T E COARSE GRAVEL 4" 2,363: wv upw (0 .............. ........... - . -, ��: .. . - -� X ............. 7 F � �u SCAPE TOP SOIL ... ....... ........ .. ..... ......... z ....... .......... ...... ....... .......... CONSULTING ENGINEERS/CIVIL AND STRU ...... ............. ....... ........... ...... ....................... ...... I ........... .............. ... ....... ....... ............... ................. ............ .............. ..... .............................. : ........ ........ ...... ................. .................. ...... ...... ....... ............... ........ ............... ....... TMH, ...... ARE ESTIMATES AND SHOULD ................. ........... ........... QUANTITIE' ..................... ............. ....... .......... ...... ......... ....... ....... ....... .......... L L SITE P LAN n�j . .......... ............... ......... OVERA . .......... ....... .......................................... ...... .. NnT RF rnp Pinnimn Piiponrp,(z sym REMION PARKING LOT 20 12056\Clvil\l -CIVIL\Cl -Site-plon.dwq v / 1� tlt/ l 4 REMOVE EXISTING GRASS AND ANY. ORGANIC SOIL. PROOF 10° PINE . x Stairwell U P ROLL EXPOSED BASE PER GENERAL NOTES 53 AND 54. L 0y, > 5 REMOVE FENCE. , 34.0 12 PINE 36.3 6 EXISTING REMAIN. FENCE TO THE NORTH. OF NEW WALKWAY! TO .__. _ NEVLOT�a.5� .' � INSTALL SILT FENCE PER TYP DTL SHT` C503a AFTER x o PAVEMENT REMOVAL. - 34.2 10° PINE a I C>. REMOVE EXTRUDED CURB FOR NEW .SIDEWALK OR DRIVE. v / 1� tlt/ l Stairwell U ca . ; '.. 0y, i 4 .9 36.3 1 w o Q 53.2: �l � cz No. CB -I 286 : N No. 287 cnl 1 12" PIN AB NDONED o TOP 26.6 �. CB -1 . 1 l.t. ;� ci (—Fw INV N 22.3 CO Conc TOP 26.5 o 9° E �� INV S 22.3 �7 INV N 23. � a o»� WV BOT 21.2 �.25-9 BOT 22.3 1 FW F}I}l (W 53.� IIV , 1, 1�. 26.7-01 11 6 S, LU z ...... Z5 El 8"CMP SUBSTATION No. 663 CB TOP 22.87 No. 5, 2 (D LLLk, I fNfU,-\L/ I LLLr-RUINE- V/AUL1 SPHALT Ll A IZ LIGHT KEY PLAN SCALE NONE A B C -'D E F� G H J K L C10 -7/7/7INV E 21 8 2 72 4�� 12 INV W 21.6 TOP TRAP BOT 20.5 S -U . I � d � � � 13 C LL BOT C14 C15 C16 '85 c A 17 C18 �F c ... ..... .. IL C21 1, F— TE VAJ C22 C23 C24 13.8KV IP MH 15 C .... .. 25 �'��AMP CL ----ULEDi�(G ASF 7� c 7 7 -h E�?:BREAK' AB ONED Mloll I L) No. 543 26.d -7�, NF 2 T . . . . . . . . . . . Ai cl� -0 I I (D LLLk, I fNfU,-\L/ I LLLr-RUINE- V/AUL1 SPHALT Ll A IZ LIGHT KEY PLAN SCALE NONE A B C -'D E F� G H J K L C10 -7/7/7INV E 21 8 2 72 4�� 12 INV W 21.6 TOP TRAP BOT 20.5 S -U . I � d � � � 13 C LL BOT C14 C15 C16 '85 c A 17 C18 �F c ... ..... .. IL C21 1, F— TE VAJ C22 C23 C24 13.8KV IP MH 15 C .... .. 25 �'��AMP CL ----ULEDi�(G ASF 7� c 7 7 -h E�?:BREAK' AB ONED Mloll I L) No. 543 26.d -7�, NF 2 T . . . . . . . . . . . Ai cl� C29 C30. 20' 40' 2 O' 1 O' 0 I�)UALL IN I-LLI Nv", ..... ..... BRUSH ......... CONSULTING ENGINEERS/CIVIL AND STRUCTURAL PAVED PARKING 7-b: MATCH LINE - FOR CONTINUATION SEE SHEET C19F nt 1619 Wes t Valley Highway North, Suite, 101 Aubum,WA98001 TEL (253) 833-7776 FAX (253) 939-2168 -D n DRAWN DATE SYM REVISION BY APPROVED DATE REVISION BY APPROVED DATE SUBTITLE A CURRENT REVISION YMBOL M DATE CCEPTABILITY .1 20147; THIS DESIGN AND/OR CHECKED, PARTIAL SITE PLAN 8/31/12 -1631) 9488981 AAC DAH 4-30-� 1 0 F PARKING LOT 15 REI DED 3/12/04 L UPGRADE 20 SCALE SITE PLANS(DHA 09 -Q- SPECIFICATION IS APPROVED SHEET ENGINEER TITLE G ISSUE FOR CONSTRUCTION J#031098 REI DIED 6.4..041 .1 M PARKING LOT. 20 J#120147 DED- REI 8/31/12 QD PARKING LOT 20 CHECKED DRAWING OF RECORD J#031098 REI DED 11-4-04 C REHABILITATE WATER DISTRIBUTION SYSTEM PH.9 355910 KARALUS GAK 04.23.01 APPROVED BY DEPT. DATE 18F COMP NO. 9488981 J RECORD DRAWING 10-8�/-90 DFMO H I GI/ROG. DAH 07.20.07 D RECORD DRAWING REHAB FIRE PH9 KARALUS GAK 071.16.03 APPROVED RENTON SITE JOB NO. )VED DWG NO. K RECORD DRAWING REMOVE DOMESHC FP WATER: HOI 12.15..08 E PARKING LOT 15, 16, 17 J#1303061 REI I DED 9.30.03 C.IVI L MASTER RTN-YD-C18F -,, ,'! T-,7-1 7 -- RENTONI 7 7 I C29 C30. 20' 40' 2 O' 1 O' 0 I�)UALL IN I-LLI Nv", ..... ..... BRUSH ......... CONSULTING ENGINEERS/CIVIL AND STRUCTURAL PAVED PARKING 7-b: MATCH LINE - FOR CONTINUATION SEE SHEET C19F nt 1619 Wes t Valley Highway North, Suite, 101 Aubum,WA98001 TEL (253) 833-7776 FAX (253) 939-2168 -D n DRAWN DATE SYM REVISION BY APPROVED DATE REVISION BY APPROVED DATE SUBTITLE A CURRENT REVISION YMBOL M DATE CCEPTABILITY .1 20147; THIS DESIGN AND/OR CHECKED, PARTIAL SITE PLAN 8/31/12 -1631) 9488981 AAC DAH 4-30-� 1 0 F PARKING LOT 15 REI DED 3/12/04 L UPGRADE 20 SCALE SITE PLANS(DHA 09 -Q- SPECIFICATION IS APPROVED SHEET ENGINEER TITLE G ISSUE FOR CONSTRUCTION J#031098 REI DIED 6.4..041 .1 M PARKING LOT. 20 J#120147 DED- REI 8/31/12 QD PARKING LOT 20 CHECKED DRAWING OF RECORD J#031098 REI DED 11-4-04 C REHABILITATE WATER DISTRIBUTION SYSTEM PH.9 355910 KARALUS GAK 04.23.01 APPROVED BY DEPT. DATE 18F COMP NO. 9488981 J RECORD DRAWING 10-8�/-90 DFMO H I GI/ROG. DAH 07.20.07 D RECORD DRAWING REHAB FIRE PH9 KARALUS GAK 071.16.03 APPROVED RENTON SITE JOB NO. )VED DWG NO. K RECORD DRAWING REMOVE DOMESHC FP WATER: HOI 12.15..08 E PARKING LOT 15, 16, 17 J#1303061 REI I DED 9.30.03 C.IVI L MASTER RTN-YD-C18F -,, ,'! T-,7-1 7 -- RENTONI 7 7