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Specifications - (Volume V of V)
OFFICE COPY CUMENTS CONTRAC T D O J IVE for the construction of the km 11 Durha AdvancecIDI v R D ',-,' _. 0 „I� ! . . IS r0N Wastewater - , 1 .. ��. F C r ,, Treatment a ty A �;�, Phase 5B1 Headworks Improvements 4 x Project No 6410 _. ti *44411 111C,„ - ' - r 4- CleanWater Services - ,..,,.4 ,,,--,!--,.:, ..._ . VolumeVofV // w.? s Design Details 0/ / ' CMrY OF tleii NJ /// %!4 tm:Pow. { , J t ' _ 1 AVi • r. e For information regarding this project, contact: - Lynne Chicoine, (503) 872 -4527? . 0 • . z , /7 , / CH2MHILL ` • J une 2 010 , ' I DURHAM AWWTF I PHASE 5B1 HEADWORKS IMPROVEMENTS - PROJECT NO 6410 DETAIL NO. TITLE CLEAN WATER SERVICES I. CWS -060 MECHANICAL INSIDE DROP MANHOLE CWS -240 WATER QUALITY MANHOLE (MECHANICAL) I 2000's 2010 • CONCRETE SIDEWALK 2030 CHAIN LINK FENCE 1 , _ 2032 DOUBLE SWING GATE 2080 GUARD POST - EXTERIOR 2220 ASPHALT CONCRETE PAVEMENT 2221 PAVEMENT CONNECTION II 2230 CONCRETE PAVEMENT 2234 CONCRETE TO ASPHALT TRANSITION 2250 CONCRETE CURB AND GUTTER 2251 CONCRETE CURB 2271 FENCE /MOWING STRIP 2310 TYPICAL TRENCH ;I 2320 SURFACE RESTORATION 2335 TRENCH PIPE CROSSING 2400 MANHOLE BASE SECTION - 6" TO 24" PIPE 2401 MANHOLE BASE SECTION - 27" TO 72" PIPE I - 2402 CAST -IN -PLACE MANHOLE BASE 2420 ECCENTRIC MANHOLE TOP SECTION 0 2422 FLAT TOP MANHOLE 2425 MANHOLE FRAME AND COVER 2460 CATCH BASIN • 2462 CATCH BASIN FRAME AND GRATE • I 2480 PRECAST TRENCH DRAIN 2953 SURFACE MOUNTED GUARD POST 3000's 1 3131 WALL CONSTRUCTION JOINT SPACING 3303 TYPICAL WALL, CORNER AND INTERSECTION REINFORCING SHEET 1 OF 2 3303 TYPICAL WALL, CORNER AND INTERSECTION REINFORCING SHEET 2 OF 2 I 3316 PIPE ENCASEMENT 3317 PIPE ENCASEMENT 3349 CONCRETE STAIR - ON GRADE 3356 CONCRETE EQUIPMENT PADS 3357 ANCHOR BOLT DETAILS 3490 TYPICAL CORNER DETAIL 3491 TYPICAL JOINT DETAIL 3492 DRIP DETAIL 4000's 111 4002 CMU OPENING REINFORCING 4046 MASONRY ANCHOR BOLT I I I DETAIL NO. TITLE 1 5000's 5001 COLUMN BASE - _ STAINLESS _ STEEL -- _ 5002 POST BASE - STEEL I 5020 TYPICAL BEAM CONNECTION - STEEL 5041 CONTINUOUS TUBE COLUMN - BEAM CONNECTION - STEEL 5120 TYPICAL BEAM CONNECTION - STEEL I 5155 EMBEDDED CONNECTION - STEEL 5301 DECKING LEDGER SUPPORT ANGLE 5501 FLAT BAR LADDER - ALUMINUM 5506 STAIR DETAILS - ALUMINUM 1 OF 2 5506 STAIR DETAILS - ALUMINUM 2 OF 2 5521 RAILING - THREE RAIL - ALUMINUM SHEET 1 OF 5 5521 RAILING - THREE RAIL STAIR - ALUMINUM (IBC) SHEET 2 OF 5 II 5521 RAILING POST ANCHORAGE TYPE A - ALUMINUM SHEET 3 OF 5 5521 RAILING POST ANCHORAGE TYPE C - ALUMINUM SHEET 4 OF 5 5521 HANDRAIL POST ANCHORAGE - TYPE H - ALUMINUM SHEET 5 OF 5 5531 SAFETY CHAIN 5566 STANDARD GRATING SHEET 1 OF 2 5566 STANDARD GRATING - SCHEDULES SHEET 2 OF 2 I 7000's 7531 COPING 7534 BASE FLASHING I 7535 ROOF / OVERFLOW DRAIN (CONCRETE DECK) 7623 OVERFLOW / ROOF DRAIN NOZZLE 7732 SKYLIGHT 7737 EXPANSION JOINT AT WALL 7739 EXPANSION JOINT AT FLOOR 7740 EXPANSION JOINT AT WALL 7741 PRECAST CONCRETE PANEL JOINT I 7743 INSIDE CORNER AT CMU WALL 7744 INSIDE CORNER 7745 OUTSIDE CORNER I 7746 WALL PATTERN 7747 REVEAL PATTERN 7752 EQUIPMENT CURB 1 8000's 8101 DOOR HEAD 8102 DOORJAMB 8107 RELIGHT HEAD 8111 RELIGHT JAMB 8112 RELIGHT SILL 8303 OVERHEAD COILING DOOR HEAD (INSULATED) 8304 OVERHEAD COILING DOOR JAMB AND SILL (INSULATED) 8701 DOOR SILL Ill 10000 10401 DANGER SIGN I 10402 CAUTION SIGN 10403 WARNING SIGN 10991 DOCK BUMPER I 1 DETAIL NO. TITLE I 13000's 13150_ __ GAS_SENSOR ELEMENT AND TRANSMITTER INSTALLATION_ 13248 FLOAT TYPE LEVEL SWITCH INSTALLATION - CONCRETE SLAB I 13249 FLOAT TYPE LEVEL SWITCH INSTALLATION - SLUICE TROUGH 13250A SUBMERSIBLE LEVEL TRANSMITTER WITH STILLING WELL INSTALLATION - CONCRETE SLAB 13253A ULTRASONIC LEVEL ELEMENT INSTALLATION - CONCRETE SLAB 1 13254 ULTRASONIC LEVEL ELEMENT INSTALLATION - OPEN CHANNEL 13255 ULTRASONIC LEVEL ELEMENT INSTALLATION - STEEL TANK 13304A PRESSURE INSTRUMENT INSTALLATION • 13305B PRESSURE CONNECTION INSTALLATION I 13338 WALL MOUNTED PANEL OR INSTRUMENT INSTALLATION 13383A STANCHION SUPPORT FOR CASE MOUNTED INSTRUMENTS 13389 PANEL AND INSTRUMENT MOUNTING RACK 1 13400 WALL MOUNTED INSTRUMENT PIPE STANDS 13401 FLOOR MOUNTED INSTRUMENT PIPE STANDS 15000's 15100 -2 GAS FIRED, EQUIPMENT CONNECTION 15100 -3 CONDENSATE DRAIN I 15164A INTERIOR HOSE VALVE 15408 ELECTRONIC TRAP PRIMER 15410 -9 HUB DRAIN 15503 PIPE SUPPORT - WALL MOUNT 1 15505 PIPE SUPPORT - WALL MOUNTED 15506 PIPE SUPPORT - WALL MOUNTED Iii 15508 PIPE SUPPORT - WALL MOUNTED MEDIUM 15514 PIPE SUPPORT 15521 STACKED PIPE WALL SYSTEM 15550 PIPE HANGER I 15554 PIPE HANGER 15565 WALL / OVERHEAD PIPE SUPPORT 15568 VERTICAL PIPE SUPPORT 15570 TRAPEZE PIPE HANGER WITH UNISTRUT OR POWER STRUT STEEL CHANNEL I . 15573 ELBOW SUPPORT 15607 WALL PIPE PENETRATION SEAL 15610 FLOOR PENETRATION SEAL I 15611 PIPE PENETRATION 15720 FLOOR MOUNTED HOSE RACK 15725 WALL MOUNTED HOSE RACK II 15810 -5 FLOOR EXHAUST DUCT 15810 -9 DUCT MOUNTED AIR OUTLET OR INLET 15810 -10 DUCT WALL PENETRATION 15811 FLOOR PENETRATION - WET AREA 15812 FLOOR PENETRATION - DRY AREA 15813 DECK MOUNTED DUCTING AND SUPPORT 15814 INSULATED DUCT THROUGH DECK 15897 GAS SAMPLE PROBE 15899 FOUL AIR TEST PORT I I I I DETAIL NO. TITLE I I 16000's 16022 PHOTOCELL MOUNTING_ 16026 MULTI -POLE LIGHTING CONTACTOR CONTROL II 16101 CONDUIT RACKING SYSTEM 16106 INTERIOR WALL PENETRATION 16109 FLUSH CONDUIT STUB I 16110 SLAB PENETRATION 16111 PEDESTAL MOUNTED DEVICE OVERHEAD FEED 16158A EQUIPMENT MOUNTING PEDESTAL I 16159A RAILING MOUNTED EQUIPMENT SUPPORT 16160A RAILING MOUNTED EQUIPMENT SUPPORT 16160B RAILING MOUNTED EQUIPMENT SUPPORT 16162A ELECTRICAL EQUIPMENT SUPPORT 161626 ELECTRICAL EQUIPMENT SUPPORT 16167 PEDESTAL MOUNTED DEVICE AT RAILING 16195 CONDUIT SUPPORT ON STRUCTURE I 16196 FLEXIBLE CONDUIT SUPPORT 16201 TYPICAL PRECAST LIGHT POLE BASE IN LANDSCAPE 16325B TRENCH AND CONDUIT PLACEMENT 1 16351A 16351B MANHOLE LID WITH GROUNDING MANHOLE WITH GROUNDING 16355 CONDUIT HNADHOLE / MANHOLE ENTRANCE 16358 CABLE RACK I 16400A DUCT BANK 164006 DUCT BANK 0 16401 DUCT BANK CONSTRUCTION AT CONTRACT LIMIT 16451 GROUND TEST WELL 16452 CONDUIT GROUNDING 16458 GROUND BUS I 16560B TERMINATION OF SHIELDED INSTRUMENTATION CABLE 16560C UNACCEPTABLE METHOD OF GROUNDING INSTRUMENTATION CABLE SHIELD 16711A TRANSFORMER I 167118 16715 STACKED TRANSFORMER MOUNTING INSTALLATION OSHA / NEC PLACARD .I I I ,1 .I 1 • 1 II I mon..............1. t,:„. ANCHOR TO WALL WITH STAINLESS STEEL RISER CLAMP OR STAINLESS STEEL BAND AND STAINLESS I STEEL EXPANSION ANCHORS MIN. 2 PLACES. , , STEEL BAND TO BE MIN. OF r WIDE 1 : 1 1 , I , v ...„, , *wit a - - 1 1 CLAMP DETAIL N.T.S. I 1 • I MECHANICAL INSIDE DROP (OPTIONAL) TEE FITTING PLUG END ---N --, PIPE , .. i ll I LENGTH _ _ _ _ AS REQUIRED - • M INFLOW PIPE I MINIMUM OF 2 CLAMPS MAXIMUM DISTACE BETWEEN i.,. SEAL WATERTIGHT CLAMPS IS 3' OR ADDITIONAL . - 4 CLAMPS WILL BE REQUIRED. EMI •--- ' ...—..... NOTES: 45 DEG BEND 1. PIPE AND FITTINGS SHALL BE SAME SIZE AS INFLOW PIPE TO MANHOLE. 1 - 2. PIPE AND FITTINGS FOR DROP GROUT TO ASSEMBLY SHALL BE: < DUCTILE IRON ANSI A21.50-1, OF BEND i AWWA C150-1, AWWA C-900 OR PVCASTM 3034 SOP 35. , VI ECHANICAL INSIDE DROP MANHOLE �T IL Out commitment is clear, DRAWING NO. 060 REVISED 12 . , /........\„ ......._ No.: 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS I ,iltlik OF ASTM C-478 AND_APPUCABLE PROvISIONS OF STD. MANHOLE DRAWING NO. 010 2. INLET AND OUTLET PIPE NOT TO EXCEED 18"D1A, 3. PROVIDE SPECIAL DETAIL FOR OUTLET FLOW = CONTROL EXCEEDING 18 DIA. 1 INLET I ....-0/ OUTLET 4. ALL OUTLETS SHALL HAVE FLOW CONTROL DEVICE SUMP VOLUME AVAILABLE MINIMUM' MAXIMUM • 60" M.N.= 58.9 CF 98.1 CF 72" MM.= 84,8 CF 141.3 CF PLAN 84" M.H.= 115.4 CF 192.3 CF I . . PROVIDE SPECIAL DETAIL FOR VOLUME REQUIREMENTS EXCEEDING 192.3 CF ..--= -:: SUMP VOLUME REQUIREMENTS .i,,., ';':,;•:-., -• ,,, ,.. 20 CF/1.0 CPS OF INFLOW .;.", .. 1 .. .„. 58.9 CF MINIMUM REQUIRED 4,,.. 5" MINIMUM "471 4 REMOVABLE WATERTIGHT CAP . . OUTLET FLOW CONTROL PLASTIC OR DUCTILE IRON PIPE -r INLET .2 FT FLOW OR APPROVED EQUAL All , I FLOW ill 1111111r4 1 OUTLET M I III 11 4: IN. (al luvr t SECTION B-B I ; I --- , B .i. VARIABLE SUMP 4- DEPDi I wTH 60" MAXIMUM ANCHOR TO WALL i STAINLESS STEEL RISER 36" MINIMUM 60" MINIMUM 7 CLAMP OR STAINLESS STEEL BAND AND STAINLESS EXPANSION ANCHORS MIN. 2 PLACES. 1•1111111 STEEL STEEL BAND TO BE MIN. OF 2" WIDE 1/ . -1' 1 1 ; ; ''‘ :- ,,;'' '/. °, V /.1 '-'." 1- ',. ';'' . ;'1,i'''' ' 1. " '°,.'',,',1, .. if SELF TAPPING CONCRETE ANCHOR PHIu.IPS 5-12 OR EQUAL )rXl 3" STAINLESS STEEL BOLT. . . . . . MANHOLE DIAMETER TO BE DETERMINED I LE BY: ......, , A 1. SUMP VOLUME REQUIREMENTS, --.. 2 NUMBER AND SIZE OF INLETS & OUTLETS, I I CLAMP DETAIL (sEcnON A-A) N.T.S. I WATER QUALITY DRAWING NO, .. 2 (MECHANICAL) aeanWaer - REVISED 12-08 ° t tees Our Commitment is dear. 1 02010.dgn 6/1/2010 I WIDTH AS NOTED ON PLANS 1'-0" FINISH GRADE, MIN 6 " GRADING PLANS Typi.i -I. I SLOPE AS SHOWN ON Lu w I w 0 SLOPE 1/4"/FT r?;: CI) Z OR AS SHOWN I 1:1, TYP dr_m•mimc ' .•7 A _ ni,14, AWAWASIIIIIINIMENVIMMIUR I BASE COURSE V/i0 v OP % Z WWF PREPARED— ;r 4x4 - W4xW4, TYP I SUBGRADE TYPICAL SECTION I I ... WIDTH AS NOTED ON PLANS WWF 4x4 - W4xW4, TYP c‘, TOOLED w 1/2" PJF 1 COLD JOINT [Li I- w 0 SLOPE 1/4"/FT (WHERE AGAINST Cl) Z OR AS SHOWN STRUCTURE) 0 — • ..-. mimm BASE COURSE .._.m....mr;m61Kmr COURSE ___ _ iMMINERWSIMMINENZat • ' V r/A4 w PREPARED I / V/ \\ Z / ;I- -. SUBGRADE 1 TYPICAL CURB SECTION NOTES: 1 1. SIDEWALKS 8 FEET AND WIDER SHALL HAVE A LONGITUDINAL CONTRACTION JOINT AT THE MIDPOINT. 1 2. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MINIMUM. 1 3. PROVIDE CONTRACTION JOINTS AT 5' SPACING. III CONCRETE SIDEWALK 1 11 NTS I CLEAN WATER SERVICES ( 2010 ) DURHAM PHASE 5B1 CH2MHILL 1 391538 1 02030.dgn 6/1/2010 NO. 9 GALV NO. 9 GALV WIRE CLIP WIRE CLIP SPACE 12" MAX SPACE 24" MAX — I Aiii BOT TOMTIE - -\%d% /: TO BE 10 " MAX i I ABOVE GROUND I LINE POST CONNECTION TOP RAIL CONNECTION I TOP RAIL, 2" CHAIN LINK FABRIC, IF SPECIFIED GALVANIZED OR PVC COATED AS SHOWN ;__,�•:;•;�: ON DRAWINGS LINE POST %'I' BRACE ��� III��❖••• ••�,f •�•�•••• i llir � I*.: NOTES: TRUSS ROD 1. BRACE AND TRUSS 1 _ ROD REQU I RED AT GATES AND SIDE 9" DIA CONC TE NSION b z a BASE, TYP WIRE NO. 7 N OF ALL CORNER I POSTS. PULL POST 16" DIA CONC z 2. FABRIC ATTACHED I PULL BASE N TO OUTSIDE OF POSTS. TYPICAL PULL POST 2" CHAIN LINK FABRIC, TOP RAIL, GALVANIZED OR PVC IF SPECIFIED COATED AS SHOWN I ON DRAWINGS CORNER I STRETCHER 4,i∎ .., w I POST, TYP �j1 BAR, TYP - E STRETCHER � � Q w BANDS, TYP 1 " " Ali O co II,. :•.• __ 16" DIA CONC o z } LINE 1 c I CORNER BASE POST N' 2-F- 3/8 TRUSS ROD ASSEMBLY z � 10' 70" MAX I 10' -0" I TENSION WIRE N 1 / MAX POST 9" DIA CONC SPACING BASE, TYP I TYPICAL CORNER POST CHAIN LINK FENCE I NTS I CLEAN WATER SERVICES ( 2030 DURHAM PHASE 5B1 CHZMI -TILL 1 391538 ■ I 02032.dgn 6/1/2010 1 ./ 1 II PLUNGER BAR TYPE LOCKABLE LATCI WIDTH /2, TYP W/ CENTER STOP SET IN CONCRETE 1 r ill 1 2" CHAIN LINK FABRIC, GATE ........- : r . .. .....�� �.�... .... ... _ OR AS SPECIFIED I POST, TYP .•mss► I .q.:.: : ;I A si: :: ' ` tom STRETCHER BAR 3/8" *‚ • •• I �� STRETCHER TRUSS ROD BAR BANDS ASSEMBLY, ` BRACE TYP TYP •• FINISH GRADE N - 1 ' TENSION WIRE _ Q z a iJJ N H J cr) U I 16" DIA Z CONCRETE, TYP N I 12 "x12" SQx18" DEEP CONCRETE STOP WIDTH WITH HOLE FOR SEE PLANS I PLUNGER BAR I I I DOUBLE SWING GATE 1 NTS 1 CLEAN WATER SERVICES ( 2032 DURHAM PHASE 5B1 CH2MHILL 1 391538 02080.dgn 6/1/2010 • I I r GROUT PLUG 8" DIA SCHED 40 STEEL Z f PIPE, GRIND SMOOTH, - FILL WITH CONC AND PAINT AS SPECIFIED C) FINISH GRADE 1 0. I I0 CONCRETE • 16 . - 01 1 91 ENCASEMENT in 0 ° a I v `L J 1' -6" MIN DIA • I I M . GUARD POST - EXTERIOR 1 NTS CLEAN WATER SERVICES ( 2080 ) DURHAM PHASE 5B1 CH2MHILL 11 391538 02220.dgn • 6/1/2010 I FINISH GRADE AS SHOWN TACK COAT ASPHALT CONCRETE 6S provv TOP OF • AGGREGATE PREPARED �• �: c.i BASE COURSE SUBGRADE PREPARED / /ffg e SUBGRADE (AS SPECIFIED • i 1 1 I I I 1 ASPHALT CONCRETE PAVEMENT NTS CLEAN WATER SERVICES ( 2220 1 DURHAM PHASE 5B1 CH2MHILL 391538 02221.dgn 6/1/2010 • I I SAW CUT 2' MIN JUST PRIOR TO PAVING CRACK SEAL, TYP, SEE NOTE EDGE OF EXISTING I i PAVEMENT EXISTING PAVEMENT NEW PAVEMENT I %. � 1 • V� �� ���� �: EXISTING BASE " 1 NEW BASE o, o EN COURSE COURSE 'N r, m PREPARED SUBGRADE 1 I I I NOTE: I PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING. CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED. PER ASTM D3406 I PAVEMENT CONNECTION I • NTS I CLEAN WATER SERVICES ( 2221 ) DURHAM PHASE 5B1 CH2MHILL • 391538 02230.dgn 6/1/2010 1 CONTRACTION JOINT, SEE NOTE 1 AND 2— I CONCRETE SLAB ON GRADE—\ REINFORCING, A #5 @12" CENTERED, 0 ' ° 0 '0 ° 2 1/2" COVER 0 • co z U w , o c U p o ap:o A BASE COURSE / /,cN' / /,��� /// 7 /��� PREPARED SUBGRADE NOTES: I 1. CONTRACTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, AND FILLED WITH SEALANT AS SPECIFIED. 2. CONCRETE JOINT SPACING: 12' x 12' OR AS SHOWN. 3. INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE CONCRETE PAVEMENT ABUTS CONCRETE CURB, BUILDING OR ANY RIGID STRUCTURE. 4. PROVIDE A 12" THICK BY 18" WIDE THICKENED EDGE AROUND PERIMETER OF °SLAB. TRANSITION THICKENED EDGE TO NORMAL 8" THICKNESS IN 18 ". 5. CONCRETE SHALL BE 4000 PSI CONCRETE AS SPECIFIED IN SECTION 03300, 1 CAST -IN -PLACE CONCRETE. CONCRETE PAVEMENT I NTS CLEAN WATER SERVICES C 2230 DURHAM PHASE 5B1 CH2MHILL 391538 1 02234.dgn 6/1/2010 • _ ,- -- --------------____ N I . • 0 . 1. 4 I . Yibb■ JOINT SEALANT, : AS SPECIFIED - - - - / • PREFORMED \ 6.,? f 7:6-.; / / BACKER ROD JOINT SEAL ..• . I ._ .- 111 EDGE OF CONCRETE i 1" DEEP x 3/4" WIDE •AS SHOWN ON PLAN i SAW CUT GROOVE. FILL 1 I WITH CRAFCO TYPE SEALANF I ! TACK COAT SURFACES i, I GREASE AND CAP 1 ASPHALT CONCRETE SLAB-SIDE OF DOWEL \ PAVEMENT 0 EN \ 0 .fo- I ii • f ivolAwAr i nik 4'-0' evili.°■.i...] Zn 1 v. r Sage I i I CONCRETE PAVEMENT BASE COURSE 18"x1 1/4" STEEL BURIED SLAB I DOWELS @ 12" OC, CENTERED IN IMPACT SLAB PREPARED SUBGRADE I CONCRETE EXPANSION JOINT I CONCRETE TO ASPHALT TRANSITION 111 NTS • I CLEAN WATER SERVICES ( 2234 ) DURHAM PHASE 5B1 CH2MHILL I 391538 02250.dgn 6/1/2010 I 1 I SEE NOTE 3 T I wW r 0 Z 3/4" R TOP OF CURB w 1.7 AT DRIVEWAY I PAVEMENT BATTER 1:6 APPROACH SURFACE - 1 2 "R _ _ o a ������ SEE NOTE ti \\ \ \� 2 e . 0 „ I 0 0 0 r V -1 1 0 0 0 0 0 0 1 _ Z ° 0 0 0 -1 1 � m I BASE COURSE PREPARED i 6" 2' -0" SUBGRADE — 3000 PSI FIBER 0 . REINFORCED CONCRETE I I I NOTE: 1. 1/4 "PAVEMENT LIP ON LOW SIDE GUTTERS ONLY. 1 2. WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE SLOPE OF THE ADJACENT PAVEMENT, UNLESS I OTHERWISE DETAILED ON THE PLANS. 3. WHERE PLACED ADJACENT TO EXISTING PAVEMENT, LIMIT OF WORK SHALL 1 , BE AT EDGE OF GUTTER. DO NOT UNDERMINE EXISTING PAVEMENT. CONCRETE CURB AND GUTTER ' NTS I CLEAN WATER SERVICES ( 2250 I DURHAM PHASE 5B1 CH2MHILL 391538 1 02251.dgn 6/1/2010 I 1 3/4" RADIUS, TYP I TOP OF CURB AT DRIVEWAY APPROACH I PAVEMENT 6" BACKFILL SURFACE BEHIND CURB co () 0 V 1 0 I i / /// . AI / 3000 PSI FIBER '�'� ''•� •�'� ;;�•� o REINFORCED , BASE CONCRETE 1 COURSE • 0 OP v o , 1 i c)8080 o 0 „ 0 PREPARED 6" 8" 6" SUBGRADE I 1 1 I I I CONCRETE CURB NTS I CLEAN WATER SERVICES ( 2251 DURHAM PHASE 5B1 1 CH2MHILL 391538 02271.dgn 6/1/2010 I OF FENCE 9 11 911 SEE NOTE SEE NOTE ' SMOOTH FINISH - � 6" FUTURE TOP SOIL FINISH GRASS OR i FINISH'GRASS OR LANDSCAPE LANDSCAPE PLANTING BED PLANTING BED o. -0 .0-0- I . 0 .0 o .0-.- r � o ° a s 0 V 0 0 o 0 I ��y �� / / /i�\y / /i�� SAW ••i 40. W I •. ;�i Q ///age ���i�.\V'��iC�\� #3 CONT 6" BASE COURSE I NOTE: 1. IF FENCE/MOWING STRIP IS NEXT TO CURB. SET FENCE POST 6" FROM ' EDGE OF CURB. ADJUST OTHER SIDE TO 1' -0 ". 2. CONCRETE SHALL BE 3000 PSI MAXIMUM. 3. MOWSTRIPS SHALL HAVE EXPANSION JOINTS EVERY 20 LINEAR FEET AND SCORE JOINTS EVERY 5' WITH SMOOTH FINISH. FENCE /MOWING STRIP 1 NTS CLEAN WATER SERVICES ( 2271 DURHAM PHASE 5B1 CH2MHILL 391538 ' 02310.dgn 6/1/2010 I NEW SURFACING, I OR SURFACE RESTORATION, SEE PLANS / 1 2320 TRENCH i i) 1 I1-1 -- 1 I f 1 -i (I II �III1 II II -= BACKFILL DEPTH OF ABOVE COVER II PIPE ZONE MARKING 12" MIN TAPE AS SPECIFIED I PIPE OUTSIDE , - DIAMETER I PIPE ZONE I PIPE BEDDING 40 MATERIAL I TRENCH ���� STABILIZATION 0 WHERE REQD WIDTH AS SPECIFIED • I I I I I I TYPICAL TRENCH I NTS I CLEAN WATER SERVICES ( 2310 I DURHAM PHASE 5B1 CH2MHILL 391538 02320.dgn 6/1/2010 I I I I j CUT PRIOR TO TRENCHING 1' -0" MIN SEAL AND COVER COAT, IF SPECIFIED AC PAVEMENT I ( 2220 v , �� 4b'' .� , 1-4 EXISTING ASPHALT /' ► 1 '- CONCRETE SAW CUT JUST 1,4 ,.in..i., � I PRIOR TO PAVING �� PRIME COAT, AC PAVEMENT SECTION IF SPECIFIED I TRENCH BACKFILL • *to o';!i 0 ABOVE PIPE ZONE Mil BASE COURSE ASPHALT SURFACING I I 1 I NOTES: 1. IF LOCATION OF TRENCH SAW CUT IS WITHIN 2 FEET OF AN EXISTING JOINT OR EDGE I OF CONCRETE, REPLACE ENTIRE CONCRETE TO THE JOINT OR EDGE. I SURFACE RESTORATION NTS I CLEAN WATER SERVICES C 2320 DURHAM PHASE 5B1 CH2MHILL 391538 02335.dgn 6/1/2010 CONTROLLED LOW- STRENGTH i FILL (CLSF) MINIMUM ALLOWABLE 1411 CLEARANCE IS 3" MINE T3 1 O CLSF --�I ' 12" TYP 12" TYP PLAN SECTION 1 I NOTES: CLSF SUPPORT IS REQUIRED: 1. WHEN BOTH PIPELINES ARE NEW AND CLEARANCE BETWEEN THEM IS LESS THAN 12 ". 2. WHEN A NEW PIPELINE IS CROSSING OVER AN EXISTING PIPELINE AND THE CLEARANCE BETWEEN THEM IS LESS THAN 12 ". I 3. AT ALL PIPE CROSSINGS WHERE A NEW PIPELINE IS CROSSING UNDER AN EXISTING PIPELINE. 1 4. REFER TO SPECIFICATION SECTION 02320 FOR CLSF REQUIREMENTS. 1 TRENCH PIPE CROSSING I NTS CLEAN WATER SERVICES ( 2335 DURHAM PHASE 5B1 CH2MHILL I 391538 02400.dgn 6/1/2010 • II • I AS SPECIFIED OR SHOWN I FLEXIBLE TOP MANHOLE ( 2420 CONNECTOR I PROVIDE JOINT I . ON PIPE WITHIN PRECAST MANHOLE 1' -6" OF OUTSIDE SECTIONS I FACE OF MANHOLE • °, , p. GROUT IN EVEN t SLOPE FROM I _ _ FLOW LINE TO C� FM 4 11 FLOW LINE Z MIN I CO POURED OR PRECAST LESS THAN 2' -0 "fi o ., CONC BASE AT . • CONTRACTORS 40 , OPTION o 0 0 . . °��`' SLOPE 2" • � COMPACTED ° ��� �'��,. PER 1' -0 IMPORTED PIPE \\ // I BEDDING TO Nv - Z p• UNDISTURBED EARTH, 6" MIN I PRECAST BASE CAST —IN —PLACE BASE I I I I MANHOLE BASE SECTION - 6" TO 24" PIPE 1 NTS I CLEAN WATER SERVICES ( 2400 I DURHAM PHASE 5B1 CH2MHILL 391538 ' 02401.dgn 6/1/2010 8 "x8" MINIMUM CONCRETE PIPE CL AR CONNECTIONS OLAR AROUND PIPE P imi■I I ,:ill-NN, WALL REMAINING MINIMUM BETWEEN 4 BREAKOUTS FOR - � o / z PIPES 1 ' Pi ,,,,,,o _. ,_. I 1 1 ..., I PLAN FLAT TOP COVER I BREAK OUT BASE WALL T 1 — PRECAST 2" MIN, 4" MAX CLR I. I MANHOLE OF PIPE WALL SECTIONS I NON - SHRINK GROUT s I I SLOPE 2" PER 1' -0" Iti 1 ."1-\ \ I 'r FOR DETAILS CONCRETE FILL . \\ I / i SEE( 2402 I 00. I COMPACTED PIPE IMill '.'9 O A I A. BEDDING TO v . �`' /k UNDISTURBED ' �• °� 1 EARTH, 6" MIN Ns' 0. w PRECAST BASE ' CAST -IN -PLACE BASE 1 SECTION 1 NOTES: 1. MANHOLES MAY HAVE EITHER PRECAST OR CAST -IN -PLACE BASES. I 2. MANHOLE AND BASE SHALL BE MANUFACTURED IN ACCORDANCE WITH C478. MANHOLE BASE SECTION - 27" TO 72" PIPE 1 NTS I CLEAN WATER SERVICES ( 2401 DURHAM PHASE 5B1 I CH2MHILL 391538 1 02402.dgn 6/1/2010 I TW (VARI HORIZ DIAMETER I la- � I 1 N o! \ / F BARS 1 _ _ / f I L U ' • • • • H I J _ E BARS 3" CLR I I BASE I.D. 60" 72" 84" 96" TYPE DEPTH* 0' -15' 15' -30' 0' -15' 15' -30' 0'- 15' 15' -30' 0' -15' 15' -30' I Ts 7.0" 9.0" 7.0" 9.0" 8.0" 10.0" 9.0" 11.0" CAST I IN E BARS #4 @12" #4 @9" #4 @9" #4 @6" #4 @8" #4 @9" #4@7" #5@8" PLACE F BARS #4 @12" #4 @9" #4 @9" #4@6" #4 @8" #4@9" #4@7" #5 @8" I * DEPTH FROM LOWEST INVERT TO FINISH GRADE I CAST-IN-PLACE MANHOLE BASE NTS I CLEAN WATER SERVICES ( 2402 DURHAM PHASE 5B1 CH2MHILL U 391538 1 02420.dgn 6/1/2010 I I I I MANHOLE FRAME AND COVER PRECAST CONC ( 2425 II GRADE RINGS f FINISH GRADE ., VARIES AS REQD GROUT • 2" MINIMUM ' :O,r iO,a 12" MAXIMUM :Q I PRECAST ° . o�- 2 1 . 1 1, z ECCENTRIC CONE 111.' Q ,v o. c I 01 PRECAST MANHOLE N ,v0. SECTIONS v0. r 00 0' • ; • • • ;0, ;6:0 • 7 I ✓' I MANHOLE BASE —mo AS SPECIFIED 2400 OR SHOWN 1 I I 1 I ECCENTRIC MANHOLE TOP SECTION I NTS I CLEAN WATER SERVICES ( 2420 DURHAM PHASE 5B1 CH2MHILL 1 391538 ' 02422.dgn 6/1/2010 I . I I I PRECAST 2 ", I MANHOLE FRAME 4" OR 6" GRADE AND COVER RINGS (2425) FINISH GRADE wir GROUT -6 r rg — y-- VARIES AS , REINFORCED STANDARD REQUIRED 2" MINIMUM TOP SLAB DESIGNED 12" MAXIMUM FOR H2O LOADING °'o' ° °'0' °' $ .c ay. v 2'_1" PRECAST MANHOLE �e > SECTION MANHOLE BASE o AS SPECIFIED OR SHOWN I I I I I FLAT TOP MANHOLE NTS I CLEAN WATER SERVICES ( 2422 DURHAM PHASE 5B1 CH2MHILL 391538 02425.dgn 6/1/2010 D LETTERING "DRAIN" OR "SEWER" • SOLID COVER I MACHINE TOATRUE 25" 1/8" R co 1" 1" ti M N � j 3/4" 23" I SECTION MANHOLE FRAME AND COVER NTS CLEAN WATER SERVICES ( 2425 DURHAM PHASE 5B1 I CH2MHILL 391538 i 02460.dgn 6/1/2010 B I 1 A I MO 1 - FRAME AND I GRATE 2462 PLAN I ASPHALT CONCRETE PAVEMENT 1/4" LIP I ``` .° 0. .o. V V 1 0 I I V ° , 111 71Wwg • o .o.' o . 0.0. Q'o. o 0 .00 . 'Z !D 0 p. -° v 0.00 , \ t 0 ° 9 ic. • (' .° 0 o, 0 1 ov ° D Oo. 00.0 ..o 0 000 .ov 15" a ° 12" O v MAX j MAX , . o . (n . V0. 0.0c o so p 0 111 6 .0 O o' o .v' o 0, o',O o O. o I o' n °0 ' n. . 9 ao. o . • 1 6 2' -4 1/4" 6" 6" 1' -8 7/8" 6" I A SECTION O SECTION NTS NTS CATCH BASIN ,I NTS I CLEAN WATER SERVICES ( 2460 DURHAM PHASE 5B1 CH2MHILL 1 391538 I 02462.dgn 6/1/2010 1' -10 3/4" 1 1' -9 3/8" rf 11 ----r— Co Lo N r I 2 1/2"x 1/2" I I FLAT BAR N J` JL I CV I 2 1/2" I — 3 "x2 1/2"x3/8" TYP 5/8" x 3" BOLTS TYP ANGLE \ 3/4 2 EACH END 3/4" V I -® ® SECTION i :r i O NTS FRAME PLAN co 1 1'-9" 2 1/2" I 011 N 111111111111111111 cn I 11 II II II II II II II II F 3/8" LA T x BARS 2 1 /2" CROSS BARS 3/8" ROUND OR I c if, ILL' I II 1111 1 II 11 II 11 II ( AT 1 7/8 " - RECTANGULAR El? o W ON CENTER / BAR N z I� �IIII�II��II N I o II H11ll11H1111 x,o III IIIIIHHHIIII 1 - , 1 11 II II II II II II II II N 111111 III 1 TYP BOTH ENDS 3/8" x 2" 2' OUTER BARS AND B FLAT BAR 1 EVERY SECOND EACH END O SECTION INNER BAR \I NTS 1 3/16" i GRAT PLAN CATCH BASIN FRAME AND GRATE NTS I CLEAN WATER SERVICES ( 2462 DURHAM PHASE 5B1 CH2MHILL 1 391538 02480.dgn 6/1/2010 / — — 1 SLOTTED GRATE (HS -20 LOADING) 1 AC PAVEMENT — LOCK DOWN BOLT I 1/4" LIP 4" MIN 4" MIN 2 % �' /�,`.! O ,oO a. o` o o :� � �%� O. ° a� • o ° � \ 7,• • oismi■I • • D 1 EPTH VARIES i�v AVM BEGIN AT MINIMUM ' DEPTH TRENCH • o 1 .. - 8 a _ ,. g PRECAST Ill TRENCH Z DRAIN 1 .O OCO.° .O �O. ° ``� I CONCRETE PREPARED ENCASEMENT SUBGRADE I I PRECAST TRENCH DRAIN I NTS II CLEAN WATER SERVICES ( 2480 DURHAM PHASE 5B1 CH2MHILL 1 391538 1 02953.dgn 6/1/2010 I I `ft. 4" DIA STD STEEL PIPE I 1 I FILLED W /CONC 1 I I I I I I 1 I I I I 0 I 1 /16 r I 1 I I I I 1 I T /CONC EL. ®i iriL I SEE PLAN I I i I 1 1/2" GROUT 12" I (4)1/2" DIAx5" EMBED 6" 6" EXP ANCHORS 3" 3" I , 3/4" PLATE I if) IM i in N 4) .', IIBIE ,..ill 1 SURFACE MOUNTED GUARD POST I NTS CLEAN WATER SERVICES ( 2953 DURHAM PHASE 5B1 CH2MHILL 391538 1 03131.dgn 6/2/2010 .I, I _ 40' -0" MAX 10' -0" MIN 10' -0" MIN 40' -0" MAX 10' -0" MIN CJ SPACING 20' -0" MAX F um- CJ SPACING 20' -0" MAX . ++ f 1 + f 1 1 I z z N x N I I + I 1 l 1 1 0 Z Z 1 Ei" 53 1A:t —1/1— Eis u) II 01 .4- U .4- 3 1 I PLAN I NOTES: III 1. COORDINATE CONSTRUCTION JOINT LOCATIONS AND TIME BETWEEN CONCRETE POURS WITH SPECIFICATION 033000. 1 2. LOCATE WALL CONSTRUCTION JOINTS AS SHOWN, UNLESS INDICATED OTHERWISE. I • WALL CONSTRUCTION JOINT SPACING NTS I CLEAN WATER SERVICES ( 3131 DURHAM PHASE 5B1 CHZMHILL 1 391538 i 03303 -1.dgn 6/2/2010 STD ACI -318 I 90° HOOK UNLESS OTHERWISE NOTED - N ...-\ ... ....... NOTE NOTE NOTE — 3 I 3 3 I 1 , w , — — w O "' I LAP, SEE 1 p `" J Z s NOTE 5, TYP Z = L______ , _____A_ � HORIZ WALL REINFORCING / 1 BETWEEN CORNERS AND INTERSECTIONS AS SHOWN ; -- ON WALL SECTIONS, LAP ■ WITH CORNER AND INTERSECTION REINFORCING SINGLE REINFORCING MAT 1 STD ACI -318 STD HOOK OR 90° HOOK OR AS NOTED ON 111, AS NOTED ON THE DWGS THE DWGS "L" "L" ...� "A" BARS, NOTE NOTE NOTE I SEE PLANS "B" BARS 3 3 3 1 "C" BARS -- - - -- -ti - - -- �I■ - - - -� 7 1— w " E" BARS w � _ z c� 1 1 " D" BARS I ' Z "' LAP, SEE _ ' ' "G" BARS , , NOTE 5 I / "F" BARS ) I% —I TYPICAL TYPICAL HORIZONTAL , , 1 1 WALL REINFORCING AS 1 —' \ ' SHOWN ON DRAWINGS, , 1 LAP WITH CORNER AND 7 INTERSECTION REINFORCING I DOUBLE REINFORCING MAT TYPICAL WALL, CORNER AND INTERSECTION REINFORCING 1 NTS ®CH2MHILL SHEET 1 OF 2 I CLEAN WATER SERVICES ( 3303 DURHAM PHASE 5B1 CHZMHILL 1 391538 i 03303 -2.dgn 6/2/2010 1 NOTES: 1. TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION 1 REINFORCING LAYOUT IS SHOWN TO AVOID CONGESTION AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING SEE PLANS. I ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING. I 2. WHERE THE CORNER OR INTERSECTION EI REINFORCING SIZE AND I SPACING IS NOT SHOWN, NOTED OR TABULATED ON THE PLANS, THE SIZE AND SPACING SHALL BE THE SAME AS THE WALL HORIZONTAL REINFORCING SHOWN ON THE WALL SECTIONS OR AS NOTED FOR I THE REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS. 3. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE I LENGTH INDICATED AS "NOTE 3" SHALL BE THE LESSER OF L /4, 10 FEET, OR 1.0 TIMES THE HEIGHT OF THE WALL, EXCEPT THAT IN NO 1 CASE SHALL IT BE LESS THAN 2 FEET. 4. L = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION. 5. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE I LENGTH INDICATED AS "NOTE 5" SHALL BE EQUAL TO ONE "LAP LENGTH" AS REQUIRED BY THE GENERAL STRUCTURAL NOTES. USE THE LAP LENGTH AS REQUIRED FOR THE SMALLER OF THE II TWO REINFORCING BARS BEING SPLICED. 6. UNLESS OTHERWISE NOTED, "B" AND "C" BARS ARE THE SAME SIZE 0 AND SPACING AND, "F" AND "G" BARS ARE THE SAME SIZE AND SPACING. I 111 I TYPICAL WALL, CORNER AND INTERSECTION REINFORCING I NTS ©CH2MHILL SHEET 2 OF 2 1 CLEAN WATER SERVICES ( 3303 DURHAM PHASE 5B1 CHZMHILL 1 391538 I 03316.dgn 6/2/2010 TYPICAL OPENING REINF CONSTRUCTION JOINT AROUND PIPE SEE( 03301 � '� I SLAB THICKNESS I •• .. • • I . 2'-0" • • 2 - #5 EACH SIDE 1 . 1 , -0 " 1 ' -0 „ TYP /- I BOTTOM "U" SECTION OF TIES CONT TO END OF 6 HYDROPHILIC WATERSTOP ENCASEMENT CONTINUOUS ALL AROUND • ∎\ IN ALL CONSTRUCTION JOINTS I � - TYPICAL PIPE / ENCASEMENT REINF _V _ PROVIDE LEVEL BEARING AREA BELOW VERT PIPE RISER EQUAL TO ENCASEMENT 01-/ ENCASEMENT RISER GROSS END AREA I 8" MIN ALL #5 TIES @12" AROUND �� r LAP LENGTH, SEE • • GENERALSTRUCTURAL 3" CLR, NOTES I TYP .... . • 7 - #5 CONTINUOUS I NOTES: SECTION 1. SECTION APPLIES TO PIPES WI DIAMETERS 18" AND SMALLER. FOR 20" DIAMETER PIPES AND LARGER, SEE( 03317) I PIPE ENCASEMENT NTS © CH2M HILL I CLEAN WATER SERVICES ( 3316 DURHAM PHASE 5B1 CHZMHILL 1 391538 1 03317.dgn 6/2/2010 PIPE ENCASEMENT TABLE PIPE DIA H =10 FEET H =20 FEET , H =30 FEET H =40 FEET I (IN.) T (in) REINF T REINF T (in) REINF T (in) REINF 20 THRU 30 8 #5 @12" 10 #5 @12" 10 #5 @12" 10 #6 @12" I 36 THRU 42 10 #5 @12" 10 #6 @12" 10 #7 @12" 10 #6 @6 48 THRU 54 10 #6@12" 10 #7@12" 10 #7@6" 12 #7@6" 11 UP TO 60 10 #6 @12" 10 #6 @6" 14 #7 @6" 14 #7 @6" HEAVY DARK LINE INDICATES BREAK BETWEEN ONE LAYER OF REINFORCING AND TWO. SEE NOTE 2. BOTTOM OF SLAB, SEE NOTE 5 2" CLR TYP TOP "REINF" T &B, SEE TABLE. AND SIDES lg SEE NOTE 2 FOR T = 8" . . . ll I ~ I O w /- - 0 a ;"---- r } a / w w v� a Wfx 111 I SEE 1 �� % a. W < NOTE a W 6 \` "REINF" TYP �� � EACH SIDE CV H I 111111111,11 . #4 @12 " T , LONGITUDINAL, I cc I T "REINF" T &B TYP ALL AROUND v r OPTIONAL CONSTRUCTION TYP EA SIDE JOINT 'I NOTES: 1. THIS DETAIL APPLIES TO PIPE DIAMETER OF 20" AND LARGER. FOR SMALLER THAN 20 ", I SEE DETAIL ( 03316) 2. FOR T =8" REINFORCING SHALL BE ONE LAYER AND CENTERED IN SLABS OR WALLS. al SIM ( 03316 Ill 3. FOR ENCASEMENT AT PIPE RISER, SEE ( 03316 4. "H" IS FILL HEIGHT OR WATER DEPTH OR COMBINATION ABOVE PIPE. 1 5. HYDROPHILIC WATERSTOP CONTINUOUS ALL AROUND IN ALL CONSTRUCTION JOINTS PIPE ENCASEMENT I NTS CO CH2M HILL I CLEAN WATER SERVICES ( 3317 DURHAM PHASE 5B1 `+'„'HILL 1 391538 s 03349.dgn 6/2/2010 R . I INN P■IIIIIIIII Al■IIIIMI b ■■■■■ 111 0 cf) LA N D I N G •.:4 ii, 1:: 1:: ii .f:t t --i c t EL, SEE A : : : A A f A A A A 0 (/) PLANS 6 A A A :; ' v x A A A 6 41 - ■ - - - 1.■ Z'' 0 ,Poomw 10■■•■ IPAIII■1I ■11■11IM I ABRASIVE NOSING, TYP b LANDING ,- PLAN EL, SEE PLANS I 11" 11" TREAD, TYP E 1/2" PJF 1" NOSING TOP OF CURB EA SIDE II , 1 TYP EMBEDDED ABRASIVE NOSING., I SIDEWALK SLAB SEE PLAN FOR LENGTH I h■ M = 7 _ W ' • I IT M I cn 111 N ita. * ail icii) #4@12" EW CTRD FC. QS -',...,_ I zti r- D @ CAST STAIRS AGAINST FIRM 1/2" PJF 0 I UNDISTURBED EARTH OR , ■ w COMPACTED FILL AS SPECIFIED •. ,;,...., •, ,,.;...• _ i I SECTION 'V 1 • 1 I . • • 1 1 I 3/4" CHAMFER • ON CORNERS , TYP ___ IN CURB —E AA 1 THICKEN EDGE 1 a 1111=111 = , • ' I = TO 8" MIN BELO\AL_____----L —.I FINISH GRADE #4@l5" —I I ' SECTION CONCRETE STAIR - ON GRADE I NTS I CLEAN WATER SERVICES ( 3349 ) DURHAM PHASE 5B1 CH2IVIHILL I 391538 • I 03356.dgn 6/2/2010 4 1/2" MIN ALL AROUN 6" MIN, TYP UNLESS 3" MIN ALL AROUND EQUIPMENT BASE NOTED OTHERWISE EQUIPMENT ON PLANS #4 @12' EW r CONCRETE 1 ANCHORS, 1 1/2" M ANCHOR BOLT, SEE NOTES NOTE & ANCHOR BOLT DETAILS 3/4" FINISH - 11/2 "'FLUID MAX - - - CHAMFER, — GRADE NON- SHRINK GROUT TYP 3/4" CHAMFER, TYP w���� w� 2 -#4� @TOP OF PAD II -III �— _ = 1 ��°- '_ Mt ADDL#4 @6 "0 NOTE: 1.5 SEE NOTE 7 � FOR PAS HT> 10° THICKENED i 6" #5 CONT �� EDGE OF SLA: MIN �V� ALL AROUND — #5@12" EW AT 2" CLR FROM TOP SURFAC WHEN ANCHORAGE OF EQUIPMENT ANCHOR BOLT SLEEV #4@12"1_ MIN 4 PER PAD TO PAD IS REQUIRED, USE CONCRETE ANCHORS SPECIFIED. SUSPENDED SLAB OR SLAB (#5@12° FOR AB 3/4" DIA ON GRADE; FOR REINF AND OR LARGER) TYPE G THICKNESS NOT SHOWN SEE PLANS CONSTRUCTION JOINT TYPE A 6" MIN, TYP UNLESS 41/2" MIN ALL AROUN NOTED OTHERWISE EQUIPMENT ON PLANS CONCRETE III 3" MIN ALL AROUND EQUIPMENT BASE ANCHORS, SEE NOTE #4@12" EW r1 3/4" FINISH CHAMFER, GRADE 1 1/2° M ANCHOR BOLT, SEE NOTES TYP I 1 1/2" FLUID & ANCHOR BOLT DETAILS NON - SHRINK GROUT MAX I I _ ;r .1 II) ANCHOR BOLT SLEEV 3/4" CHAMFER, TYP .iin 0 I Z i f"-11. v.r,� .m.■ r, 1791 2- #40 @�T -+OAP OF PAD 11\ ' _' • i ADDL #4@6" 1.5 SEE NOTE 7 THICKENED 6" 2 - #5 CONT � ��l� FOR PA' HT> 10" EDGE OF SLA: MIN �ru-: a �s7� - .7a ALL AROUND 'LJ VI NOTE: • —c ��`, #5 @12" EW T &B WHEN ANCHORAGE OF EQUIPMENT TO PAD IS REQUIRED, USE CONCRETE 03357 #4 @12 "1 MIN 4 PER PAD ANCHORS SPECIFIED. (#5 (4212" FOR AB 3/4" DIA TYPE H SUSPENDED SLAB OR OR LARGER) IIII SLAB ON GRADE; FOR CONSTRUCTION JOINT REINF AND THICKNESS NOT SHOWN SEE PLANS TYPE g NOTES: 1. PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS INDICATED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER. 2" MIN ALL AROUND #3 @12" EW, 1' CLR 2. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR OR AS REQUIRED BY FOR PAD HT < 4 ", BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER AND AS ANCHORAGE #4@12" EW, 1 1/2" CLR APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH CALCULATIONS FOR PAD HT > 4" A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE PAD IS BEING PLACED. EQUIPMENT 3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM SLEEVE LENGTI- PAD HEIGHT AS EQUIPMENT PAD SHALL BE 8 TIMES THE BOLT DIAMETER. READ, 3 1/2' MIN, 4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER 10" MAX Eal 3/4" CHAMFER, TYP THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON - SHRINK GROUT mino ■•• II■1•1 ill■ AFTER BOLTS ARE ALIGNED. SEE ( 03357 5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE. 12" 12 OC S OR NEW SU SPENDED � 6. WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE WHILE THE NON-SHRINK GROUT IS PLACED. WEDGES OR SHIMS THAT ARE LEFT IN PLACE #4 ADHESIVE DOWEL SHALL NOT BE EXPOSED TO VIEW. SLLAB AB OR SLAB ON GRADE, Cat @ PERIMETER 7. HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT CLEARANCE TO FOR THICKNESS SEE PLAN KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE TABLE BELOW). WHERE EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE NOTES: CONSTRUCTION JOINT, MINIMUM SHOWN, USE TYPE "B" EQUIPMENT PAD WITH BLOCKOUT. ROUGHEN & CLEAN PRIOR 8. TYPE "D" PAD SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED. PLACE THE 1. WHEN ANCHORAGE OF EQUIPMENT TO PLACING PAD SURROUNDING FLOOR SLAB AFTER THE EQUIPMENT PAD. TO PAD IS REQUIRED, USE CONCRETE 9. AT CONTRACTOR'S OPTION, CONCRETE ANCHORS MAY BE USED IN LIEU ANCHORS SPECIFIED. OF CAST -IN -PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS i 2. CONCRETE PADS FOR ELECTRICAL THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT MANUFACTURER EQUIPMENT SHALL BE 3 1/2" HIGH, AND APPROVED BY THE ENGINEER. ANCHORS SHALL BE INSTALLED WITH UNLESS NOTED OTHERWISE. 4" MINIMUM EDGE DISTANCE IN EACH DIRECTION. TYPE E MIN PAD HT (IN.) 1 /2 181/2 1 I 1 1 12 1 1/211154116 1 3/4 24 I i I CONCRETE EQUIPMENT PADS I NTS I CLEAN WATER SERVICES ( 3356 ) DURHAM PHASE 5B1 CHZMHILL I 391538 I 03357.dgn 6/7/2010 I PROJECTION SEE TYPICAL ANCHOR BOLT, AS -REQD EQUIPMENT — SIZE AS SHOWN PROJECTION ANCHOR 1 O Y MFR REQD AS REQD TOP OF BOLT DETAIL CONC <O. ° I IJIi II al "' � . . NON - SHRINK GROUT O j d+ 1 ", MIN .-.0.7)..., FILL WITH INSIDE DIAMETER a z 1 •�' = NON-SHRINK 1 SLEEVE, -0 cc cc I j I SEE NOTE 2 z GROUT 1/8" PLATE • 3" D A MIN, II _ � �� SEE NOTE 2 1 ROUGHEN n1 EDGE, CLEAN 0 ALL AROUND ANCHOR BOLT, SIZE N U AS SHOWN OR AS 6d, 4" MIN CORED a REQD BY MFR REMOVE FORM AT HOLE IN EXST CONC 1. TOP BY CUTTING PROJECTION AFTER CONC IS AS REQD CAST AND PRIOR ANCHOR BOLT RETROFIT TO GROUTING • TOP OF FILL BLOCKOUT TOP OF CONC CONC W/ NON - SHRINK ° GROUT EQPT PAD Pli - . I 1.o'. ° CONC EQPT w0 °C! Z 0 It PAD HEIGHT I �p N ° TOP OF LL l •o° .. g � ° ° STRUCTURAL d + 1 ", MIN small! SLAB OR BEAM I ANCHOR BOLT • a ,° ���i SLEEVE AS DEPTH •0 - V OR BEAM SLAB SPECIFIED AS READ GROUT 3" CLR, ELEVATION ALL AROUND MACHINERY ANCHOR BOLT DETAIL ANCHOR BOLT BLOCKOUT I 1 NOTES: 1. FOR CONCRETE EQUIPMENT PAD DETAILS AND NOTES NOT SHOWN SEE-056 I 2. MATERIAL TO MATCH BOLT. ANCHOR BOLT DETAILS NTS © CH2M HILL I CLEAN WATER SERVICES ( 3357 DURHAM PHASE 5B1 CH2MHILL 1 391538 m 03490.dgn 6/2/2010 • 1 I I 1 I ' °. 0 PRECAST Mg. o ° o: 0 CONCRETE PANELS BACKER ROD AND SEALANT ° • o , o e • TYPICAL CORNER DETAIL I NTS CLEAN WATER SERVICES ( 3490 DURHAM PHASE 5B1 CN2IVIHILL 1 391538 03491.dgn 6/2/2010 I I I 1 BACKER ROD • oo.b j X0' >0'0 -• PRECAST ° °• j� CONCRETE PANEL . o • SEALANT OO o. *No.o • O ' ' 0 I I I TYPICAL JOINT DETAIL I NTS CLEAN WATER SERVICES ( 3491 DURHAM PHASE 5B1 C•2MHILL 391538 03492.dgn 6/2/2010 i I I I I 1 CONTINUOUS o o' °' '° •• HALF ROUND P W o a DRIP GROOVE 00. PRECAST 0 o CONCRETE PANEL 1/2" TL PANEL 1 1 1 1 1 DRIP DETAIL I NTS CLEAN WATER SERVICES ( 3492 DURHAM PHASE 5B1 CH2MHILL I 391538 04002.dgn 6/2/2010 ■ GROUT ALL CELLS 1 _ _ _ _ _ ' • �_ _ _ WITHIN SHADED • ' . i . II BOUNDARY AREA CMU OPENING REINF SCHEDULE w i'.'- . I H a 8" WALLS z w J I : . •A � � • • • • LINTEL BLOCK, "A" SEE NOTE 3 W LINTEL STIRRUP A "B" "C" JAMB V :: DEPTH SIZE, SPG BARS BARS BARS WIDTH I ' 52' -8" 8" - 1 1 1 8" "C" BARS EACH - 2' -0" MIN, SIDE, SEE NOTE 2 ® I TYP >2'- 8 " <4' -0" 16" - 2 1 1 8" (ONE CENTERED 11 8" '. ' >4'- 0 " <6' -0" 24" #3 @8" #3 @ „ 2 1 2 16” PER CELL IN 8" fill:•.:.••• >6 -0 <8 -0 32 16 2 2 3 24 WALLS TWO R • . '. . • (1 EF) PER CELL >8'- 0 " <10' -0" 48" #3 @24" 2 2 3 24" IN 12" WALLS) "B" BARS IN 1 12" WALLS 1 BOND BEAM, '' � � SEE NOTE 3 W LINTEL STIRRUP "A" "B" "C" JAMB • ®' ' I DEPTH SIZE, SPG BARS BARS BARS WIDTH MIL::1:.: <2'-8" 8" . - 2 2 2 8" ■P" I >2'- 8 "54' -0" 16" - 2 2 2 8" TYP WALL >4'- 0 " <6' -0" 24" #3 @8" 2 2 4 16" HORIZONTAL LJAMB "W" ... JAMB 0 >6'- 0 " <8' -0" >8' -0 "510' -0" 32" 48" #3 @16" #3 @24" 2 2 2 2 6 6 24" 24" BAR -AT TOP OF WIDTH WIDTH STIRRUP, SAME LENGTH AS • "A" BARS 11111 TYP CMU WALL TYP WALL Ilii VERTICAL , HORIZONTAL 90° REINFORCING ---,;. Id BAR AT TOP OF STIRRUPS STIRRUP, SAME Il HOOK w � ` LENGTH AS "A" BARS NOTES: AS READ = I 1. USE BAR QUANTITIES AND SIZES GIVEN IN LINTEL SCHEDULE UNLESS OTHERWISE NOTED SEE SCHEDULE III w w w w II 12" CMU WALL ON THE DRAWINGS. o i 1 2. EXTEND "C" BARS 48 BAR DIAMETERS OR 2' -0" MINIMUM BEYOND TOP AND BOTTOM OF 8 CMU WALL w w w U I� STIRRUPS H OPENING EXCEPT THAT WHEN "H" OR "W" EXCEEDS 2' -0" "C" BARS SHALL EXTEND FULL w ' AS READ -- Ell w Z w HEIGHT. WHERE THERE IS LESS THAN 8'-0" LINTEL BOTTOM Z BETWEEN ADJACENT OPENINGS, EXTEND HORIZONTAL J w —i c n Ill SEE SCHEDULE REINFORCING REINFORCING CONTINUOUS TO 2' -8" BEYOND FURTHEST OPENING. LINTEL BOTTOM 3. "A" AND "B " BARS SHALL EXTEND 48 BAR DIAMETERS OR 2' -0" MINIMUM EACH SIDE "A" BARS SEE / HORIZONTAL LINTEL BLOCK REINFORCING "A" OF THE OPENINGS. SCHEDULE BARS SEE SCHEDULE 4. FOR BAR SIZES, MATCH TYPICAL WALL REINFORCING AS SHOWN ON THE BUILDING 8" LINTEL SECTION 12" LINTEL SECTION WALL SECTIONS. CMU OPENING REINFORCING I NTS i ® CI-12M HILL i CLEAN WATER SERVICES ( 4002 DURHAM PHASE 5B1 I CH2MHILL 1 391538 I 04046.dgn 6/2/2010 I I • i 1" MIN GROUT ALL AROUND SOLID GROUT BOLT I i HORIZONTAL CELLS z I 1 „ + Db '� 1/2" 2 CLR 1 0 ANCHOR BOLT, 1 � w SEE PLANS 10 . J V I SUPPORTED I MEMBER Ili Pli I EMBEDMENT CMU LENGTH "LE" I #5x4' -0" MIN UNLESS NOTED OTHERWISE I NOTE: Db = DIAMETER OF BOLT 1 I MASONRY ANCHOR BOLT NTS I CLEAN WATER SERVICES ( 4046 p 1 DURHAM PHASE 5B1 CH2MHILL 391538 1 05001.dgn 6/2/2010 - z _ - a - COL +1 ", z _ ti. COL +5" 1 I 6" MIN MIN in i + ,_ MI jl +Z �I Alec J O I. —. —.� HSS U I_ -.- .� HSS I U L COLUMN COLUMN PLAN PLAN I COL + 1" 2 1/2" FOR + 5" MIN _ �e W10 COLUMN, : z 3 1/2" FOR 1 . I I W12 COLUMN, 4" FOR W14 A 1 - "' W w . COL n ° IMF i I J coU� !1i:11! " + z vAr — 1 O I "acf) - W COLUMN PLAN , g W COLUMN PLAN 1 W OR HSS SEE W OR HSS 111 COLUMN NOTE 2 V 14 1 COLUMN 1 1/2" c V SEE 1 1/2" /2" I TYP NOTE 2 TYP LII IL ,.. ,�, O , ,, O I II ii W cA � ii II W c/�D iii i W Z- ui iii W Z- ANCHOR a U 1 BOLTS ELEVATION 1 1/2" NON - SHRINK GROUT ELEVATION AS SPECD, ROUND CORNERS ANCHOR I NOTES: TYPE A W/ 3/4" RADIUS TOOL TYPE B BOLTS 1. UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 3/4" DIA x REQUIRED WITH LEVELING NUTS AND 1' -0" MINIMUM EMBED AND BASEPLATES SHALL BE CENTERED I ON COLUMN. 2. WELD SIZE SHALL BE DETERMINED BY THE THICKEST MEMBER JOINED; MINIMUM WELD SIZE SHALL BE 3/16" FILLET FOR MATERIAL THICKNESSES UP TO AND INCLUDING I 1/2 ", 1/4" FILLET FOR THICKNESSES OVER 1/2" TO 3/4 ", AND 5/16" FILLET FOR MATERIAL THICKNESSES OVER 3/4 ". ALL WELDS SHALL BE SINGLE -PASS WELDS. COLUMN BASE - STAINLESS STEEL I NTS I CLEAN WATER SERVICES ( 5001 DURHAM PHASE 5B1 CHZMHILL I 391538 ' 05002.dgn 6/2/2010 _ POST + 1" za il l ZID i - - pr - ES O Di MM HSS POST I PLAN r"1- z N k z a POST +.11" ri. 0,:„ 1 ._ CD I - 1 4 41: t( PLAN W POST I W OR HSS I POST 1 1/2" NON - SHRINK 1 1/2" ev SEE 01 GROUT AS SPECD, V NOTE 3 ROUND CORNERS TYP W/ 3/4" RADIUS TOOL II I v I ii W j I C I _ u) CV I ANCHOR ±'� BOLTS ELEVATION I NOTES: 0 1. UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 3/4" DIA x REQUIRED WITH LEVELING NUTS AND 1' -0" MINIMUM EMBED AND BASEPLATES SHALL BE CENETERED I ON POSTS. 2. USE OF 2 - BOLT STEEL POST BASEPLATE ANCHORAGE DETAIL SHOWN SHALL BE LIMITED TO STEEL SUPPORT MEMBERS WEIGHING LESS THAN 300 LBS IN ACCORDANCE WITH OSHA STANDARDS. I 3. WELD SIZE SHALL BE DETERMINED BY THE THICKEST MEMBER JOINED; MINIMUM WELD SIZE SHALL BE 3/16 ". FILLET FOR MATERIAL THICKNESSES UP TO AND I INCLUDING 1/2 ", 1/4" FILLET FOR THICKNESSES OVER 1/2" TO 3/4 ", AND 5/16" FILLET FOR MATERIAL THICKNESSES OVER 3/4 ". ALL WELDS SHALL BE SINGLE -PASS WELDS. POST BASE - STEEL I NTS I CLEAN WATER SERVICES ( 5002 DURHAM PHASE 5B1 CHZMHILL I 391538 05020.dgn 6/2/2010 1 1/4 "MIN AT CL BOLTS 1" MIN (1 1/8" MIN COPED BEAM ' 2 1/2" MAX FOR 7/8" DIA BOLTS) I FLANGE (1 5/16" 2 1/2" FOR 7/8" DIA COPE FLANGE AS - -- -- STD BOLTS) I _._ r REQD -FOR- PROPER . • GAGE INSTALLATION SEE JL6x4x5/16, 1 ROW o� NOTE 5 - :E = C , - - E CONN ONLY, PROVIDE (0) -E 4 E Ctit _1 °w 1- co 11_ ADDL BOLT TO = __ ENCLOSE BEAM =: I : z w 11/4" Z i WEB - I - w w I MIN, - - -��� C ?. 5/16" x READ DOUBLE : n 1� T &B I ANGLE, TYP UON 1 � �� �� STEEL BEAM I IIIIR � SST BOLTS, TYP UON OR COLUMN I 1 1/2" I 1 1/2" STEEL BEAM MIN / MIN NOMINAL BEAM ROWS OF BOLT DIA, DOUBLE ANGLE, I DEPTH, INCHES BOLTS INCHES LENGTH, INCHES COMMENTS 36 10 7/8" 2' -6" ANGLE THK = 3/8" 33 9 7/8" 2' -3" ANGLE THK = 3/8" I 30 8 7/8" 2' -0" ANGLE THK = 3/8" 27 7 3/4" 1' -8 1/2" - 24 6 3/4" 1' -5 1/2" - 21 5 3/4" 1' -2 1/2" - 16 -18 4 3/4" 0' -11 1/2" - 12 -15 3 3/4" 0' -8 1/2" - 8 -10 2 3/4" 0' -5 1/2" - t 6 1 3/4" 0' -3" SEE NOTE 3 4 1 3/4" 0' -2 1/2" SEE NOTE 3 I NOTES: 1. UNLESS OTHERWISE NOTED, NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS TO ENCLOSE BEAM WEB. I 2. ALL BEAM FRAMING CONNECTIONS SHALL CONFORM TO THIS DETAIL UNLESS SPECIFICALLY NOTED OTHERWISE OR APPROVED IN WRITING BY THE ENGINEER. 3. FOR NOMINAL BEAM DEPTHS LESS THAN 8 ", EXTEND LONG LEG OF DOUBLE ANGLE I ALONG BEAM WEB AND PROVIDE ADDITIONAL BOLT TO ENCLOSE BEAM WEB AS SHOWN 4. PROVIDE ADDITIONAL 1 1/2" LENGTH TO DOUBLE ANGLE FOR STAGGERED BOLT CONNECTIONS WHEN REQUIRED OR USED. 5. DIMENSION SHALL BE 3" UNLESS OTHERWISE REQUIRED FOR PROPER FABRICATION. TYPICAL BEAM CONNECTION - STEEL I NTS I CLEAN WATER SERVICES ( 5020 I DURHAM PHASE 5B1 CHZMHILL 391538 I 05041.dgn 6/2/2010 CONNECTION • ZN, I SHOWN FOR 4" r ILO VVT 4 x READ, OR NARROWER CONNECTION SIMILAR TUBE COLUMN - - TO BEAM CONNECTION ■ I EPIRMIVI" DETAIL 11 s- ��j j' I PLAN • 6" MIN TUBE WIDTH REQD FOR CLIP I 1/2" RETURN V CONNECTION SHOWN T & B, TYP • GUSSET PL 3/8x AS REQD, NOTCH COLUMN TO :■ ' RECEIVE PLATE, OFFSET SO BEAM CENTERED - 1, I ON COLUMN CL ra�� EMI. _ JL 3x2x1/4 x REQD, - a�z : `''':" - SIMILAR TO BEAM "Mg CONNECTION DETAIL TYP • PLAN I „ I 3 1/2" TYP 11 STEEL BEAM, 1/4 1 1/4 D < 1" RETURN T -& B, 0 SEE FRAMING PLANS TYP a l 1/4 SEE NOTE GU PL 3/8x AS REQD, NOTCH ■ ��.•� I COLUMN TO RECEIVE PLATE, -- - - 4 - - 9 — - - OFFSET SO BEAM CENTERED - 4 - — -- — - - 3" SPACING, I ON COLUMN CL i - I ILAII - - - - TYP I END OF GUSSET I PL FOR ONE SIDED CONNECTION 1/2" I NOTE: 3/4" BOLTS, SEE STANDARD BEAM CONNECTION DETAIL BOLTED CONNECTION INDICATED SECTION I TYPICAL, WELD CONNECTION STEEL TUBE COLUMN ONLY AT COLUMNS INDICATED x CONTINUOUS ON PLANS. I CONTINUOUS TUBE COLUMN - BEAM CONNECTION - STEEL I NTS I CLEAN WATER SERVICES C 5041 • O DURHAM PHASE 5B1 CHZMHILL • 391538 I 05120.dgn 6/2/2010 1 1/4" MIN AT OL BOLTS 1" MIN (1 1/8" MIN COPED BEAM 2 1/2" MAX FOR 7/8" DIA BOLTS) FLANGE (1 5/16" 2 1/2" FOR 7/8" DIA I I COPE FLANGE AS BOLTS) I ,/ r REQD FOR PROPER " GAGE INSTALLATION SEE 3 - � � I �� JL6x4x5/16, AT 1 ROW �� NOTE Il = CONN ONLY, PROVIDE =i = �l `'�� E CO) =_ 2 BOLTS TO ATTACH CO) � _ I _ * � H z - — =i:l_ TO SUPPORTED BEAM -■ ■ 0 0 11/4" i� :i i : WEB I w w ' M N, L ,�_ �. 5/16" x REQD DOUBLE : - I - O ,u) • 1 T &B ANGLE, TYP UON SUPPORTING I ■�■i■ A325N BOLTS, TYP UON iir.J■ STEEL BEAM OR COLUMN I, SUPPORTED 1 1/2" 1 1/2" STEEL BEAM . MIN MIN I NOMINAL BEAM ROWS OF BOLT DIA, DOUBLE ANGLE, COMMENTS DEPTH, INCHES BOLTS INCHES LENGTH, INCHES I 36 10 7/8" 2' -6" ANGLE THK = 3/8" 33 9 7/8" 2' -3" ANGLE THK = 3/8" Iii 30 8 7/8" 2' -0" ANGLE THK = 3/8" 27 7 3/4" 1' -8 1/2" - - 24 6 3/4" 1' -5 1/2" - 1 21 5 3/4" 1' -2 1/2" - 16 -18 4 3/4" 0' -11 1/2" - 12 -15 3 3/4" 0' -8 1/2" - 8 -10 2 3/4" 0' -5 1/2" - 6 1 3/4" 0' -3" JL 6 "x4 "x5/16" 1 4 1 3/4" 0' -2 1/2" JL 6 "x4 "x5/16" NOTES: I 1. ALL BEAM FRAMING CONNECTIONS SHALL CONFORM TO THIS DETAIL UNLESS SPECIFICALLY NOTED OTHERWISE OR APPROVED IN WRITING BY THE ENGINEER. I 2. PROVIDE ADDITIONAL 1 1/2" LENGTH TO DOUBLE ANGLE FOR STAGGERED BOLT CONNECTIONS WHEN REQUIRED USED. I 3. DIMENSION SHALL BE 3" UNLESS OTHERWISE REQUIRED FOR PROPER FABRICATION. TYPICAL BEAM CONNECTION - STEEL I NTS I CLEAN WATER SERVICES ( 5120 1 DURHAM PHASE 5B1 CHZMHILL 391538 1 05155.dgn 6/2/2010 STEEL BEAM NUMBER NUMBER ° OF ROWS OF ROWS - : ° SHAPE DEPTH OF H.A.S. OF BOLTS N - :I= • ? W -8-&-10 — - - 2— 2 1 � 12 2 3 .� 14 3 3 - =oc a_= � ����- w 16 3 4 - %I= � S 1 W 18 4 5 N • 1 W 21 4 5 I : ° • W 24 5 6 p BEAM I PLAN SECTION 1" RETURN 2 1/2" 1/4 V TAB, TYP I 3/4" DIA x 6" H.A.S. TYP • a it a I ,, 1, r --, T - - m - - - qr ._ _ ti 1 ° - , I SEE NOTE 01 Q z == _ z `_' a U.< ° -t M Lr W �O - — - i (n _ — _ 1 BEAM SECTION 4 _ I a EMBED 1 PL 3/4x12x BEAM DEPTH 3/4" DIA A325N BOLTS IN JL4x3x5/16 STD SHORT SLOTTED HOLES I LONG LEG ADJACENT TO BEAM WEB ELEVATION NOTE: 1 2 1/2" FOR 8" BEAM DEPTH. EMBEDDED CONNECTION - STEEL 1 NTS ® CH2M HILL I CLEAN WATER SERVICES ( 5155 DURHAM PHASE 5B1 CHZMHILL I 391538 I 05301.dgn 6/2/2010 WORK POINT TST EL, SEE I PLANS - WELD AS - - -- - NOTED ROOF SLOPE, /''. SEE PLANS I N 4, 1 STEEL DECKING \ 4( ,. J- I BENT PL 1/4 x CONT W/ 5/8" ANCHOR BOLTS @ 2' -O" OC ►I _ (BEND PLATE TO MATCH SLOPE) 1/2" CLR I DECKING AT ANGLE TO WALL I , - 1\1 < WELD AS I I NOTED I M — TST EL, I r��. SEE PLANS STEEL DECKING -'- =- - - - - - _ - !BE Iir I giti % - L 3x3x1/4" x CONTINUOUS WITH 5/8" ANCHOR BOLTS ��, AT 2' -O" ON CENTER ti MASONRY WALL I 1/2" CLR .." 2 - TYPICAL HORIZONTAL BAR, CONTINUOUS, INCLUDING DECKING NORMAL TO WALL THROUGH ALL CONTROL JOINTS DECKING LEDGER SUPPORT ANGLE I NTS I CLEAN WATER SERVICES ( 5301 -) DURHAM PHASE 5B1 CHZMHILL I 391538 I 05501.dgn 6/2/2010 I I AL FB 2 1/2 "x1/2" LADDER • RAILS, PUNCH TO RECEIVE RUNGS 7" MIN, 10" MAX I 1111111 AL L5x3x1/4 LLV 1 1/4" AL GRATING, SEE 3" CLR MIN GRATING CONN DETAIL I ii99 T.O. GRATING EQUAL TO RUNG SPACING @ 1' -0° OC MAX, 10° MIN, TYP T EQUALLY SPACED @ - tig `d co 1 1' -0" OC MAX, 10" MIN, TYP -N I1 :a =x - - BAR 1" DIA AL RUNGS, SEE RUNG PLAN, TYP DIAGONAL BRACKETS AT TOP �- °0 C0 ' N _ a O CONNECTION, TYP EACH RAIL • . " I TYP s - BAR —13" 3/16 • T.O. ROOF 2 1/2"x1!2" AL ' BRACKETS T&B AND II I @ 8' -0" OC MAX, TYP - 5/8" CONCRETE ANCHORS _.k 0 EACH RAIL AT CONN TO CONCRETE OR 3= •. - CMU PER SPECS I 0 N o . : O eo.. O p TYPE C FLAT BAR LADDER UP AND OVER I AL L5x3x1/4 1 '-6" UNO 1 AL GRATING r I U TYP illiar B LADDER RAIL BEARING BAR TO LADDER RAIL 1/8 • ANGLE @ 4 CORNERS I SEAL WELD> 3/16 TYP 3/16 RUNG PLAN GRATING CONNECTION I • I NOTE: 1. PROVIDE PROTECTION FOR ALUMINUM IN CONTACT WITH CONCRETE AS SPECIFIED. • I FLAT BAR LADDER - ALUMINUM I NTS , I CLEAN WATER SERVICES ( 5501 ) I DURHAM PHASE 5B1 CNZMHIL.L 391538 . • 05506A.dgn 6/2/2010 II NOTES: INSTALL FIRST EDGE OF . INSTALL FIRST 1. PROVIDE PROTECTION FOR DISSIMILAR TREAD FLUSH PLATFORM TREAD FLUSH W/ T.O. GRATING 11" W/ T.O. CONC 11" EDGE OF _ METALS AND CONCRETE AS SPECIFIED. GS -2, SIM PLATFORM 2. AMERICAN STANDARD C12x7.41 ALUMINUM G . TREAD, GRATING G TREAD - N STRINGERS TYPICAL EXCEPT WHERE SEAL TYP SEAL TYP ; OTHERWISE NOTED ON PLANS. 3. STAIR HANDRAIL NOT SHOWN. TYP 3/16 � TYP 3/16 fr■I■I ■I ■I ■I■II 11111111111 - I— `. = 1 =1 ' �� 4. STAIR MANUFACTURER TO COORDINATE , �� ' �o ° �� BOLTED TREADS AND HANDRAIL CONNECTIONS. ° ` ` - — - M • 7 =_ - - - - - 5 . ALL FASTENERS SHALL BE STAINLESS STEEL. - , ■I ■I ■I ■L ■I ■ ■II = �i ° - = -M - , ■ ■I.1 ■I.1 ■I ■l Zo 6. FIELD VERIFY DIMENSIONS AND ELEVATIONS - ' PRIOR TO FABRICATION. 7. -� - - — - — FOR RISER PLATE SEE PARTIAL RISER PLATE ' •I •1 •1� - - - -- , I ■I ■I ■�� - Z DETAIL UNLESS NOTED OTHERWISE. CLEARANCE '�'� ,,, -', NOTE: A46111, I, -'� NOTE: � I BETWEEN TOP OF RISER PLATE AND BOTTOM OF FOR NOTES NOT TREAD TO BE 3 3/4" MAX. FOR STAIRS WITH PICKET SHOWN SEE BELOW. I FOR NOTES NOT HANDRAIL EXTEND RISER PLATE PER FULL RISER I SHOWN SEE BELOW. I PLATE DETAIL. TOP CONNECTION - ALUMINUM TOP CONNECTION - CONCRETE VARIES W/ GRATING 11 y LANDING . GRATING L. 11" y LANDING y STAIR SLOPE TREADS, TREAD, WIDTH . TREADS, TREAD, WIDTH 1 ) 1" OVERLAP, TYP TYP SEE PLANS 1" OVERLAP ' TYP TYP SEE PLANS 1 I TYP AQ NOSING, TYP TYp ,�Q ■1 ■� NOSING, TYP INSTALL FIRST 3/8" AL BOT PLATE _ UNIFORM _ UNIFORM , , W/ 11/16x2 1/2" N RISERS, TREAD FLUSH W/ T.O. RISERS, INSTALL FIRST SLOTTED HOLES 4" 6" SEE DWGS, �I ■I •I •I!I•I •I • SEE DWGS, = ■ ■ , TREAD FLU GRATING II ■ V ■ I ■ I . I ■ I TYP r1 TYP � 2 1/2" GS -2, SIM W/ T O. CONC PLAN STAIR I .� STAIR V STRINGER 1■1 mm I1l111i1111 - STRINGER ° V - -- 0 0= o 0' ,4o _ c 3/16 * ,, ' NOTE 7, TYP -- o = =- - — -"' NOTE 7, TYP - I i' -49- 1 — - — - uo 1 3/16 4.. �� _ , -'' 1" ■� ■I ■I ■I.1 ■� ■II SHORT �i � _ _ } - - �' " ` "' HORIZONTALLY SHORT "to z UNIFORM ,- SLOTTED HOLES IN STRINGER HORIZONTALLY 1 z RISERS, ' t SLOTTED HOLES � - 1 ■I ■1��1 METAL BEAM, IN STRINGER i SEE I NOTE 7, TYP SEE PLANS i 2 - 3/4" DIA END AL NON- SHRINK 2 -ROW BOLTED 2 - ROW BEAM4ALL CONC ANCHO R PL 3/8x3x ;' ;; 0 ; ; , GROUT SIM 5120 SINGLE AL ANGLE CONN ( 5155 ) SIM CONC BEAM SINGLE AL 3/8" AL BOT PLATE NEAR FACE ANGLE NEAR VARIES EXCEPT AS NOTED EXCEPT AS NOTED SEE PLANS W/ 11/16x2 1/2" FACE 6 1/2" 6" SLOTTED HOLES LANDING CONNECTION - ALUMINUM LANDING CONNECTION - CONCRETE SEE PARTIAL I RISER PLATE 2 - 5/8" DIA SST DETAIL SECTION CONC ANCHORS I BOTTOM CONNECTION STAIR DETAILS - ALUMINUM I NTS DETAIL 1 OF 2 CLEAN WATER SERVICES 5506 DURHAM PHASE 5B1 1 391538 CH2MHILL 05506B.dgn 6/2/2010 I TREAD BEARING BARS _ STAIRWAY WIDTH Y WIDTH - ALUMINUM- M ¢ ----- " ' I TREAD - 2' -3" OR LESS 1" x 3/16" 3/16" AL BENT PL c M ' 2' -9" OR LESS 1 1/4" x 3/16" , -' 1 , 3' -3" OR LESS 1 1 /2" x 3/16" `'� ¢ '" " 4' -7" OR LESS 1 3/4" x 3/16" 1 tii1�Iil giil�--" -i wok 8" GAGE AL PLATE I SEE NOTE 7 1-O" MIN UNLESS Ai,-, ����� I SST SELF - TAPPING OTHERWISE 5/8" DIA SST II�I1 II TEK SCREW, 1" LONG 1 1/2" NOTED ON PLANS CONC ANCHORS, IN 1/4" DIA HOLE AT • CLR FROM m ' 6" FROM EACH END MAX 12" OC i 6 OC I WALL UNO IL r STRINGER PARTIAL RISER PLATE 0 b ∎- I 3' -O" UNLESS a GRATING i r OTHERWISE RISER PLATE i „- TREAD NOTED ON PLANS — SEE NOTE 7 11" GAGE AL PLATE . -'! ad ' "f '•I• °ii STAIR TREADS k) - -, I VARIES W/ II j,,- TAIRSLOP I W 3/16" AL BENT PL ;; ; SST SELF - TAPPING COPE 3/16 • � TEK SCREW, 1" LONG BENT PL TO 5/8" DIA SST CONC IN 1/4" DIA HOLE AT I CLEAR GROUT _ ANCHORS, 6" FROM 6" OC AND STRINGER �° EACH END MAX 12" OC MOUNTING PL - — - FULL RISER PLATE • 3/16" AL BENT PL It 2 I F 1 1/2" PLAN 1 c I BOTTOM CLOSURE PLATE STAIR DETAILS - ALUMINUM i NTS DETAIL 2 OF 2 I CLEAN WATER SERVICES ( 5506 DURHAM PHASE 5B1 I 391538 CH2MHILL 05521 -1.dgn 6/2/2010 1 1_- ~ -- � ,___aiji E BOARD TOE - � � a z _ _ _ _ I t . , , }4f___ , LFOR WIDTH u „,1_,„ EQUAL SPACES SEE PLANS @ 6'-0" MAX MAX EDGE OF I L CONCRETE RAIL TERMINAL, TYP, PLAN POST, TYP SEE DETAIL BELOW GATE SYSTEM AS SPECIFIED I I POST BEYOND I � � - - - -- ----- - - - -�- a - 4- - -� - m - RAILING SYSTEM I 1' -1 1/2" -- 0 e l 0 n AS SPECIFIED I C7 z 0 2 _I - - -- - ______---1 - P - - - § �` I I Il �' D I -1I . - + it TOE FOR TYPE OF BOARD,TYP, ANCHORAGE, SEE DETAIL SEE DWGS 6" HIGH x 8" WIDE CONC RAILING CURB 3/4" ELEVATION WHEN INDICATED ON 4" THE PLANS, SEE DETAILS 1 ii I 3/8" 4 2" 2" END OF RAIL r'6 "I I I 3 /8 "DIAx �� I 1 1/4" STUD I iu=1 ctkEDItk I ' WITH 1/2" r ,�4 THREAD WALL FLANGE,�- SEE SPECS 1/8" THICK PL 3/8x2 _ "" a NYLON WASHER I RAIL TERMINAL PLAN ELEVATION ' 3/16 V TYP NOTES: HINGE ,I; 1. FASTEN RAIL TO WALL FLANGE PER MANUFACTURERS RECOMMENDATIONS. 2. WALL FLANGE TO BE MOUNTED TO WALL WITH (2) 3/8" DIA SST WEDGE ANCHORS. 3. AT CONTRACTOR'S OPTION FABRICATE HINGES OR PROVIDE OTHER HINGES AS SPECIFIED. ANODIZE FINISH AFTER ALL WELDING AS SPECIFIED. RAILING — THREE RAIL — ALUMINUM 1 NTS SHEET 1 OF 5 1 CLEAN WATER SERVICES ( 5521 DURHAM PHASE 5B1 CHZMHILL I 391538 05521 -2.dgn 6/2/2010 LOCATE POST AT EACH END OF INTERMEDIATE LANDING, N WHERE NO LANDING REQD — SEE-DE-TAIL-BELOW — , I RAILING _ _ SYSTEM EQUAL SPACINC �B� AS SPECIFIED 5' -0" MAX ��_ � _ — _ r 1 - 1' 11/2" ,� i' o C ° HANDRAIL � -", N IrlOti 4 --' - - II / ` b /- � � ,.'' �- '�-0" SEE RAILING POST 1 . ` ' � - A NCHORAGE DETAIL ■ K, ► , / MIN 1 I -- METAL STRINGER SHOWN, , . CONC STAIRS SIM - 't SEE NOTE 2 , . . -' I ' 11" 4" 1 1/2" °I- CLR GUARDRAIL • SYSTEM II HANDRAIL BRACKET LI■ • N r o . 0 i ( , � 0 I , I 511 • "- N RAILING DETAIL WITHOUT LANDING RAILING SECTION NOTES: 1. PROVIDE TOE BOARD AT LANDING WHERE REQUIRED. I, 2. RETURN END OF HANDRAIL TO GUARDRAIL AT BOTH ENDS. RAILING - THREE RAIL STAIR - ALUMINUM (IBC) 1 NTS SHEET 2 OF 5 I CLEAN WATER SERVICES ( 5521 DURHAM PHASE 5B1 CH2MHILL 1 391538 1 05521 -3.dgn 6/2/2010 6 1/4" l - 1 . 1 Z - 1 1 8 " MIN I PLAN THE BASEPLATE SHALL ALUMINUM RAILING POST, I SIT SOLIDLY ON CONCRETE. FIELD CUT TO FIT THE USE OF SHIMS, WEDGES, GROUT, ETC FOR RAILING n POST ALIGNMENT OR ANY TOP MOUNTED POST I OTHER REASON WILL BASE AS SPECIFIED NOT BE PERMITTED ' mg I WI I O. 0 • O O .o o. :p .o•o Q < . :p. . . p 4- SST CONC �'�'• ANCHORS AS I LJ' 2 Li SPECIFIED I ELEVATION TYPE "A" I NOTE: I PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. I RAILING POST ANCHORAGE TYPE A - ALUMINUM I NTS SHEET3OF5 I CLEAN WATER SERVICES ( 5521 3 DURHAM PHASE 5B1 CHZMHILL 1 391538 I 05521 -4.dgn 6/2/2010 1 — -- 1 — - -e– 0 o - - PLAN I II I ALUMINUM I RAILING POST I T III OP MOUNTED POST BRACKET AS SPECIFIED 1 111 I I I SST BOLTS, sit m... I I .... AS SPECIFIED 1. 1 .41/ ,, BEAM • ELEVATION STAIR STRINGER I TYPE "C" I NOTE: PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. II RAILING POST ANCHORAGE TYPE C - ALUMINUM I NTS SHEET 4 OF 5 I CLEAN WATER SERVICES ( 5521 DURHAM PHASE 5B1 CHZMHILL I 391538 05521 -5.dgn 6/2/2010 BOLT HEADS AT STAIRWAY OR PLATFORM 1 SIDE, TYP 1111 1111 - 1111 1111 - - - -- .. - 1 9 0 PLAN 1 1 , I I ALUMINUM HANDRAIL POST 1/ / HANDRAIL BRACKET BEAM AS SPECIFIED I SST BOLTS, iA II AS SPECIFIED -c--- 4'■ -r fri , I 111 1 1 I • I ELEVATION STAIR STRINGER I TYPE "H" I NOTE: PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. I HANDRAIL POST ANCHORAGE - TYPE H - ALUMINUM I NT SHEET5OF5 I CLEAN WATER SERVICES ( 5521 DURHAM PHASE 5B1 CHZMHILL 1 391538 05531.dgn 6/2/2010 I 3' -0" UNLESS SST EYE NOTED BOLT, TYP -- -__ 1/4" SST COIL PROOF CHAIN ALUMINUM RAILING, _•••_''! SEE w552-001) SST SNAP HOOK SAFETY CHAIN 1 NTS ®CH2M HILL 1 CLEAN WATER SERVICES ( 5531 DURHAM PHASE 5B1 CHZMHILL 1 391538 I 05566A.dgn 6/2/2010 • o ,. 1/4" PL WELDED AT OPEN :0';a :■ , ENDED SUPPORTS, TYP BANDING BAR • •.. . TRIM 1/4" THICK oO •• ° ATTACH GRATING TO - - VERTICAL - LEG - 5'. Q- — EMBEDDED - ANGLE -WITH -- - - -- AS REQD FOR WELDED THREADED STUD I GRATING THICKNESS AND CLAMP AS SPECIFIED :o. i aL GRATING , 1 1 A THICKNESS 3/8 "x6" ANCHORS °' • @ 1' -6" CENTER . o o- GRATING • GENERAL NOTES: MIN BEARING 1. GRATING SHALL BE LIGHT DUTY GRATING DIMENSION, SEE NOTE 12 BEARING BAR UNLESS OTHERWISE NOTED ON DRAWINGS. GS -1 2. GRATING SPAN SEE PLAN. ATTACH GRATING BEARING BAR TO BEAM WITH 3. INDIVIDUAL GRATING SECTIONS SHALL NOT CLAMP AS EXCEED 3' -0" IN WIDTH OR WEIGH MORE GRATING SPECIFIED THAN 150 POUNDS, UNLESS INDICATED OTHERWISE, FOR TYPE 'A' GRATING. TYPE MIFF GRATING NESS OF 2'-" 0 GRATING OF WEIGHT. UM WIDTH 4. SHOP DRAWINGS BASED ON FIELD DIMENSIONS • SUPPORTING BEAM, i EXTEND GRATING SHALL BE SUBMITTED TO THE ENGINEER ii FOR SIZE AND END TO FAR SIDE OF PRIOR TO FABRICATION. CONDITIONS, SEE PLAN BEAM FLANGE 5. MATERIAL FOR SUPPORTS OF GRATING SHALL GS -2 - ONE SIDED BE TYPE 316 STAINLESS STEEL. I ATTACH GRATING 6. UNLESS NOTED OTHERWISE ON PLANS, TO BEAM WITH GRATING THICKNESS SHALL BE AS TABULATED BEARING BAR CLAMP AS IN "GRATING THICKNESS TABLE" FOR GRATING 1/4" SPECIFIED APPLICABLE GRATING TYPE. 7. FOR SERRATED BEARING BARS, INCREASE �''' ' '; , � TH GRATING SS GGYATIING THICKNESSES SHOWN IN TABLES ii = 1! 8. BEARING BAR THICKNESS FOR GRATING TO BE SUPPORTING BEAM, _i._, 3/16" MINIMUM. SEE SPECIFICATIONS FOR FOR SIZE AND END SPACING OF BEARING AND CROSS BARS. CONDITIONS, SEE PLAN MIN BEARING 9. BAND ALL EDGES. MATCH DEPTH OF BEARING DIMENSION, BAR. • GS -2 - TWO SIDED SEE NOTE 12 10. TYPE OF MATERIAL USED SHALL BE AS SHOWN MIN BEARING GRATING ON PLANS OR AS SPECIFIED. THIS STANDARD � DIMENSION, SEE NOTE 12 DETAIL INCLUDES 2 TYPES, ALTHOUGH BOTH BEARING BAR MAY NOT BE INCLUDED IN PROJECT. 5/8 "x6" CONC i ANCHORS @1' -6" 11. THE HORIZONTAL CLEARANCE BETWEEN THE CENTERS, 6" MIN ' 5 iI'i ir• GRATING GRATING AND GRATING SUPPORTS SHALL NOT EMBEDMENT o Il:�:■ THICKNESS BE LESS THAN 1/4" NOR GREATER THAN 1/2" 0 00 1: AND AS SPECIFIED. ‘•••'s ATTACH GRATING TO ° ANGLE WITH CLAMP 12. FOR TYPE 'A' MIN BEARING HORIZONTAL AS SPECIFIED DIMENSION = 1" FOR GRATING DEPTH 2 1/4" OR NOTE: LESS; MIN BEARING HORIZONTAL = 2" FOR USE GS -3 ONLY FOR LIGHT DUTY L 3 "x3 "x1/4" GRATING DEPTH GREATER THAN 2 1/4" II GRATING, TYPE 'A'. GS -3 • STANDARD GRATING NTS SHEET 1 OF 2 I CLEAN WATER SERVICES ( 5566 DURHAM PHASE 5B1 I 391538 CH2MHILL 05566B.dgn 6/2/2010 1. LIGHT DUTY GRATING TYPE 'A' (100 PSF) GRATING THICKNESS TABLE MAXIMUM SPAN ALUMINUM 3' -6" 1 1/4" 4' -0" 1 1/2" 4' -6" 1 3/4" 5' -0" 1 3/4" 5' -6" 2" 6' -0" 2 1/4" 6' -6" 2 1/4" 7' -0" 2 1/2" I HEAVY DUTY GRATING TYPE 'C' (H 20 WHEEL LOAD) GRATING THICKNESS TABLE MAXIMUM GALVANIZED ALUMINUM I SPAN STEEL 1' -0" 2 "x3/16" 1' -8" 2 1/2 "x1/4" 2' -0" 2 1/2 "x3/8" OR 3 "x1/4" DO NOT USE 2' -6" 3 "x3/8" OR ALUMINUM 4"x1/4" GRATING 3' -3" 3 1/2"x3/8" 4' -0" 4 "x3/8" 5' -0" 4 1/2 "x3/8" I STANDARD GRATING - SCHEDULES NTS SHEET2OF2 CLEAN WATER SERVICES ( 5566 DURHAM PHASE 5B1 CHZMHILL I 391538 1 07531.dgn 6/2/2010 I 2x REQUIRED PT NAILER WITH SCARF - OUTS 1 PREFABRICATED METAL 1 T COPING SYSTEM 1 Co riW COUNTERSINK 1/2" DIA CONCRETE ANCHORS a ' . I P AT 24" OC MAXIMUM AND II I • ` r _ WITHIN 12" OF ENDS a � e I PRECAST CONCRETE PANEL u ���� FACE OF FINISHED WALL III ( A, 1' / EPDM MEMBRANE FLASHING EPDM MEMBRANE 111 , 4 • ROOFING ` • ' . • ` . • RIGID ROOF • ' • ' • ' INSULATION 7 = '%a■,‘ — \ I I a V • V I • I TOP OF ROOF DECK - 1 SEE STRUCTURAL I I COPING 1 NTS I CLEAN WATER SERVICES ( 7531 DURHAM PHASE 5B1 CH2MHILL 11( 391538 07534.dgn 6/2/2010 I I I ALIGN TOP OF FACE OF FINISHED WALL ROOF FLASHING WITH TOP OF SEALANT LOW ROOF PARAPET TERMINATION BAR EPDM MEMBRANE FLASHING EPDM MEMBRANE ROOFING I� RIGID ROOF INSULATION TOP OF ROOF DECK I I I BASE FLASHING II NTS CLEAN WATER SERVICES ( 7534 D DURHAM PHASE 5B1 CH2MHILL 1 391538 1 07535.dgn 6/2/2010 , I 24" CL. TO CL OF DRAINS - 0R - 18" - TO - EDGE - OF - SUMP 1 . GL I' 18" TO EDGE OF SUMP OVERFLOW DRAIN EXTENSION, 2" ABOVE ' ROOF LOW POINT AT I OD LOCATIONS ONLY 1 I EPDM MEMBRANE • I ROOFING I L TAPERED EDGE STRIP I u I i I 1 1/2" MINIMUM RIGID N110 ROOF INSULATION I r , at .. I _ 411% ff I - 1.=--'s-..1 �� ■ ■ nu ■■ IVi v . v . . 1 e 1111 , 1 ,. a v v v . a • o a . • v n • e e o •� z • v v v 4 ° ' e e • o e I a o 4 e e I I - PRECAST CONCRETE DOUBLE TEE I FIXED EXTENSION I SUMP RECEIVER UNDERDECK CLAMP I NOTES: ROOF DRAIN SET IN 1. DRAIN PIPES AND LEADERS 3'- 0 "x5' -0" SUMP I NOT SHOWN, SEE MECHANICAL. ROOF / OVERFLOW DRAIN (CONCRETE DECK) I NTS ■ CLEAN WATER SERVICES ( 753 III DURHAM PHASE 5B1 CHZMHILL 391538 , ' 07623.dgn 6/2/2010 I I I SEE STRUCTURAL Ill I ° a : • I , v . OVERFLOW , a NOZZLE WITH , I WALL FLANGE i, » „� ° ° SET IN SEALANT ” "ILIMUM "«" I 0 IIIMINIIMIIIUMIWICI " "" . • 1 OVERFLOW DRAIN OR ° a a a` •° ROOF DRAIN PIPE v ae I ° FILL VOID AROUND PIPE WITH SEALANT ti I I I I .OVERFLOW /ROOF DRAIN NOZZLE I NTS I CLEAN WATER SERVICES ( 7623 DURHAM PHASE 5B1 CH2MHILL 391538 ' 07732.dgn 6/2/2010 i SKYLIGHT DIMENSION AS SHOWN J ON ROOF PLAN I j 1 I SKYLIGHT I. 1 ROOF CURB PT NAILER _ I I EPDM MEMBRANE 1111 2 [ FLASHING LINER PANEL J' EPDM MEMBRANE Z [ ROOFING oo . RIGID ROOF INSULATION 1 .v - I 1 � TOP OF ROOF DECK 31/2" I SKYLIGHT I NTS ® CH2M HILL CLEAN WATER SERVICES ( 7732 DURHAM PHASE 5B1 1 CHZNIHILL 391538 07737.dgn 6/2/2010 I • I I f NEW 5.. EXISTING MFR'S STANDARD FASTENER, TYP • a 4 4 , ,,, , [J,,,,r, , L I o' o • Lei �'j_ . , ■ , ,CONTINOUS li i . . • ,, . � , . SEALANT` . , I WALL EXPANSION JOINT AS SPECIFIED I GRIND SMOOTH EXISTING STEPPED I STEM WALL TO CREATE CONSTANT WIDTH AND SMOOTH SEAT FOR EXPANSION JOINT, TYP AT NORTH AND SOUT EXPANSION JOINT LOCATIONS 1 I I EXPANSION JOINT AT WALL I NTS © CH2M HILL I CLEAN WATER SERVICES ( 7737 DURHAM PHASE 5B1 CHZMHILL 391538 . 07739.dgn 6/2/2010 I I I 5" . J I FLOOR EXPANSION JOINT COVER AS SPECIFIED I ' oQOo d MFR'S STANDARD �� .. FASTENER, TYP . ° ° n v , 4 s` • A e ° ° I d ° d 4 s S° S ° 0/ • A ? e I NEW 2" EXISTING I I I .EXPANSION JOINT AT FLOOR NTS 0 CH2M HILL I CLEAN WATER SERVICES ( 7739 3 DURHAM PHASE 5B1 CHZMHILL I 391538 1 07740.dgn 6/2/2010 I I V I L 3 1/2" I - I FLOOR TO WALL �������� EXPANSION JOINT COVER AS SPECIFIED I MFR'S STANDARD , �� ` FASTENER, TYP . 4 . . 4 0 v o � o ► ill. i I ° 4 ■ Q 4 v, A I 4 4 ° 01 s . 4 4 4 A c 4 ° , : 4 A/ I I NEW 2" EXISTING r _ I I I EXPANSION JOINT AT WALL , NTS © CH2M HILL I CLEAN WATER SERVICES ( 7740 ) DURHAM PHASE 5B1 CH2MHILL 391538 1 07741.dgn 6/2/2010 I. I . I . I SEALANT & BACKER ROD, BOTH SIDES OF PANEL, TYP ' PRECAST CONC PANEL, TYP I A 4 A p A p I . > O MI MI ■■■I 1M■■ ■■■I I Mil I... • 4 _ - . . NM C p • • O 01 c d p 1 D d G A O p p o v r s s M 111 .1 [3/4" I I I I PRECAST CONCRETE PANEL JOINT 111 NTS © CH2M HILL I CLEAN WATER SERVICES ( 7741 DURHAM PHASE 5B1 CH2MHILL 391538 1 07743.dgn 6/2/2010 I INSULATED PRECAST CONCRETE COLUMN, CONCRETE PANEL, TYP SEE STRUCTURAL ° O p 1 • ° O p I p p tu a p ° O ' D O 1 O ° 0. 0 1111 II(( SEALANT & BACKER " 1 01 ROD, BOTH SIDES OF WALL, TYP ' CMU WALL, SEE I STRUCTURAL DWGS A I I I I I .INSIDE CORNER AT CMU WALL I NTS © CH2M HILL I CLEAN WATER SERVICES ( 7743 DURHAM PHASE 5B1 CH2MHILL I 391538 ' 07744.dgn 6/2/2010 I , CMU WALL, SEE I STRUCTURAL I 3/4" INTERIOR , BTH ROD SIDES OF ))IO OI c • v v Q n \/ ^ e .D v e .O V e o S a D D i. / — INSULATED PRECAST • ° • 4 a CONCRETE PANEL, TYP I . p ` a v 4 G ^ G v a 1 i 0 _... INTERIOR 01 4 ' 1 . 4 D EXTERIOR ' I 4 , . - p 0 V I I I I .INSIDE CORNER NTS ® CH2M HILL I CLEAN WATER SERVICES ( 7744 I DURHAM PHASE 5B1 CH2MHILL 391538 07745.dgn 6/2/2010 I I I I 3/4" ° . ° p p p p I MN 1■■■ p a p MUM 1 •■• ° p i . 1 e_ ° SEALANT & BACKER ROD, BOTH SIDES OF ° p WALL, TYP I . e INSULATED PRECAST O p CONCRETE PANEL, TYP v <krp ° p I p P p p ° ° p .... ■ ■ ■■ ..111. . h ■■■■ I I CONCRETE COLUMN, SEE STRUCTURAL DRAWINGS I I OUTSIDE CORNER I NTS © CH2M HILL I CLEAN WATER SERVICES ( 7745 DURHAM PHASE 5B1 CH2MHILL ' 391538 07746.dgn 6/2/2010 • I I C A C C I ° ° PRECAST CONC PANEL a a C ° I 41 ....11 e G ■■■■ . I q mum ■ ■ ■■ a mom ' ° ■ ■ ■■ mom 1 . ° . ° ME : ° NM ■■ ■■ 2 4 ME • CV . • ° ME ■ ■ ■■ ■ ■ ■■ . 4 'Z . ■ ■ ■■ . d in REVEAL, G MIN 5 a . TYP ° =BE ° I FORM LINER AS SPECIFIED ■■■a 4 01 1 ■ ■■■ 4 ■ ■ ■■ ° ■ ■ ■■ , mum _ ■■■■ ° CNI ME a ■■■■ ° ■■■■ C A ■■■■ : A ■ ■ ■■ 4 ■■■■ ° ° ■■■■ C . < i ■■■■ ° ■■■■ G ■■■■ ■ ■ ■■ • ■■■■ I ME i 1/2 " I WALL PATTERN • I NTS I CLEAN WATER SERVICES . ( 7746 I DURHAM PHASE 5B1 CH2MHILL 391538 07747.dgn 6/2/2010 SEE I r . STRUCTURAL I PRECAST CONCRETE PANEL, TYP « ��� 4 (CIP AT SCREEN WALLS) ° . . REVEAL, TYP :M•U NEW ■■■ N MEW '- nil ° I IBM' ° • ----7-- (NI co — al ■■■ ° . w • BEM _ co ° ■ ■■ kr M Q .4 Inn MN • d ° rn I ° • ° NM ° N Lu ° ■ INN ■ ■ F- ■•• • ° - - -- -- - (9 I : ° - Z NMI N z INTERIOR o ��� X EXTERIOR I A ° ' . Inn ° c i w ° ■ ■■ • ...1 fn e BEd &I w LW - - - - -- -- I z ° o ■ NM AT STEM WALL LOCATIONS, • . ME Q SEE STRUCTURAL DRAWINGS _ I FOR JOINT DETAIL, TYP :H ■ ' = 0 0 ■■ 0 I A k M I > T.O. STEM WALL EL 181.00 L I (T.O. SLAB AT SCREEN WALLS) ; ° ° u_ . 2 CONC STEM WALL, TYP . ° 4 . ° . 2 I (CONT AT SCREEN WALLS) • ° . ° d ° A U kr M I REVEAL PATTERN I NTS ® CH2M HILL I CLEAN WATER SERVICES ( 7747 DURHAM PHASE 5B1 CH2MHILL I 391538 ' 07752.dgn 6/2/2010 MECHANICAL ' EQUIPMENT. ATTACH AS RECOMMENDED BY MANUFACTURER NEOPRENE PAD 1/2" DIA, CONC ANCHOR @ 24" OC PT NAILER METAL COUNTERFLASHING 2 N ii o' 4 o L LL 0 I - H ' U � EQUIPMENT SLAB, SEE STRUCTURAL w 4 4 4 e a c 4 C n • 0 0 0 i I 1 EQUIPMENT CURB I NTS ® CH2M HILL CLEAN WATER SERVICES ( 7752 DURHAM PHASE 5B1 CHZMHILL I 391538 08101.dgn 6/2/2010 I 1 • 4 s e e PRECAST • • ° CONCRETE PANEL 1 e .., °. e ..� e . 3/4" CHAMFER, TYPICAL 7 RAINDRIP WHERE I J SCHEDULED SEALANT, ALL AROUND Z BOTH SIDES z LLI DOOR AS HOLLOW METAL FRAME = w SCHEDULED 0 D ' O 3/4 " 5 3/4 " o -TT 1 1 1 DOOR HEAD 1 NTS CLEAN WATER SERVICES ( 81.0 DURHAM PHASE 5B1 CH2MHILL I 391538 ' 08102.dgn 6/2/2010 I I I I ' — - -J PRECAST ME s p ° ° CONCRETE PANEL ���� • p ° MANUFACTURER'S °� STANDARD JAMB ° t p ANCHORS 11 .. � � a ° .1I_ 3/4" CHAMFER, TYPICAL 1 1 I c MP SEALANT, ALL AROUND Z BOTH SIDES z w HOLLOW METAL FRAME o DOOR AS / '' p s, _ — SCHEDULED J ' 0 0 p 3/4 " 5 3/4 " . I I I I 1 DOOR JAMB 1 NTS I CLEAN WATER SERVICES ( 8102 ) DURHAM PHASE 5B1 CH2NIH'LL I 391538 08107.dgn 6/2/2010 I U 1 cn ∎ _ _ � CMU LINTEL, SEE cn _ ���/ STRUCTURAL FOR •�♦�•�•�♦�•�• REINFORCEMENT 0 N SEALANT, ALL AROUND Z — - w J I I (J BOTH SIDES 0 GLAZING AS HOLLOW METAL FRAME › SCHEDULED W cn EQL� 5 3/4 " EQL 2 • 1 I .RELIGHT HEAD I NTS ® CH2M HILL CLEAN WATER SERVICES ( 8107 DURHAM PHASE 5B1 I CH2MHILL 391538 1 08111.dgn 6/2/2010 I I I I I w r • _- _ I I- . C MU WALL, SEE U . _ I I. STRUCTURAL FOR co _ I . REINFORCEMENT I ♦� - I - - I 1 MANUFACTURER'S jIIP STANDARD JAMB ANCHORS l • r - 1 I 0 - I I SEALANT, ALL AROUND z ZN w — J J j h BOTH SIDES 0 a_ 0 z GLAZING AS HOLLOW METAL FRAME SCHEDULED �— I co 0 EQL 5 3/4 " EQL I I I I .RELIGHT JAMB j NTS © CI-12M HILL I CLEAN WATER SERVICES ( 8111 DURHAM PHASE 5B1 CHZMHILL I 391538 1 08112.dgn 6/2/2010 I 1 I . I I z EQL _ 5 3/4 " J `EQL z II W GLAZING AS O SCHEDULED —i HOLLOW METAL FRAME I z O I I I_1 SEALANT, ALL AROUND l - Q BOTH SIDES 2 N I I 4" SOLID CMU BLOCK ■ ■ ■ - ,•.. ■ 0 w a a •�•�♦�♦�♦�♦�• CMU WALL • co I co I \ i I I I I .RELIGHT SILL I NTS © CH2M HILL I CLEAN WATER SERVICES 8'1.12 DURHAM PHASE 5B1 CHZIVIHILL I 391538 i 08303.dgn 6/2/2010 11 — . e • . � / • . e • .PRECAST MANUFACTURER'S • CONCRETE PANEL STANDARD WEATHER a ° ° ° STRIPPING . I . e . v o n % ,Il v • • o .-s ;;;iii�ii i •••♦♦••• ♦•••4♦ I 1 �1 1 i I • ° • • ,\ 11.41 N • • V • a • v 4 . ' • 11.11 • CMOS v d • • N • • .ME. �__— - -�• s MEM NOM • . . • . , . O . h r MO 11 ° • • °. • .NW. '' °' •°• ° HOOD BY ROLLUP • • v - v - o iii. v v • � v . ° DOOR MANUFACTURER I II f- �n CONTINUOUS DOOR z :::C GUIDE BEYOND .._. t w I -. INSULATED ROLLUP DOOR 1 r...I e!!�l 3/4" CHAMFER, TYPICAL 0 ■ Ci ' L4x4x1/4 BEYOND � DRIP OVERHEAD COILING DOOR HEAD (INSULATED) ii NTS , I CLEAN WATER SERVICES ( 803 ) • DURHAM PHASE 5B1 C1•121AHILL 391538 • 1 08304.dgn 6/2/2010 • =MI . 1. ■■■• • , . MINIM e • •••• ' • ERNE , - • . . • . , e REEF . , • ■ • NM 0 o 'I • .. . • . FF = .. Ir .7.:=----T II l` °. . °. 11 v .. I:- PRECAST I e. . -. °• .° J ' ...■ CONCRETE PANEL m. _ m. CONTINUOUS DOOR GUIDE p .. _ `, 3/4" CHAMFER m. INSULATED ROLLUP DOOR .... mm mm Il i 0 "" L4x4x1/4, FULL HEIGHT li p "" WITH 1/4 "x4" HEADED ANCHOR STUDS AT 2' -0" JAMB OC. ALTERNATE FOR 12" SPACING 1 0 i •- L4x4x1/4 BEYOND m m. I m. "" INSULATED ROLLUP DOOR I _ CONTINUOUS DOOR 17 GUIDE BEYOND m. m. m. .- CONTINUOUS WEATHER o � I P STRIPPING I p 1 _, l''`. FLOOR LINE a a a v , v A ' a ' e • e a n 4. i ..4 .. ... .. • •.. •. 6 •° ° ° c 4 e • I a SILL OVERHEAD COILING DOOR JAMB AND SILL (INSULATED) 1 NTS 1 CLEAN WATER SERVICES ( 8304 DURHAM PHASE 5B1 CH2MHILL 1 391538 08701.dgn 6/2/2010 • I DOOR AS SCHEDULED THRESHOLD AS I SCHEDULED, SET = IN SEALANT O DOOR SHOE AS SCHEDULED FLOOR FINISH AS SCHEDULED O PAVING, O SEE CIVIL FLOOR LINE • D I DOOR SILL NTS CLEAN WATER SERVICES ( 8701 DURHAM PHASE 5B1 CH2MHILL 1 391538 10401.dgn 6/2/2010 = — ,$ SIZE AS SCHEDULED ♦ 1 0 0 RED cn ' WHITE Q FOR MESSAGE HERE, BLACK SEE SIGN SCHEDUL 1 IN PE IFI S C CATIONS I I DANGER SIGN ,', NTS ®CH2M HILL CLEAN WATER SERVICES ( 10401 DURHAM PHASE 5B1 CH2MHILL 391538 10402.dgn 6/2/2010 SIZE AS SCHEDULED CAUTION 0 L11 U - YELLOW FOR MESSAGE HERE, BLACK cn SEE SIGN SCHEDUL IN SPECIFICATIONS I I I CAUTION SIGN ,,, NTS B CH2M HILL 1 CLEAN WATER SERVICES ( 10402 DURHAM PHASE 5B1 CH2MHILL '� 391538 10403.dgn 6/2/2010 1 SIZE AS SCHEDULED WARN! G I I 0 w . o LIJ U cn ORANGE cn 1 FOR MESSAGE HERE, SEE SIGN SCHEDUL BLACK IN PE IFI AT S C C IONS 1 WARNING SIGN NTS ® CH2M HILL . CLEAN WATER SERVICES ( 10403 DURHAM PHASE 5B1 CH2MHILL R 391538 10991.dgn 6/2/2010 1 I 1 1 a ' e DOCK BUMPER 01 DRILLED SST 01 , ADHESIVE ANCHOR � o DOCK BUMPER 111 NTS CLEAN WATER SERVICES ( 10991 DURHAM PHASE 5B1 CHZMHILL 1 391538 13150.dgn 6/2/2010 11 .I CEILING ,1 Zo * LEL SENSOR WITH TERMINAL J JUNCTION BOX D c I * SENSOR CABLE 1/4" POLYURETHANE IN 3/4" CONDUIT TUBING FOR CONNECTION TO CALIBRATION GAS 1 * LEL TRANSMITTER CYLINDER. SECURE TO * H2S CONDUIT WITH PLASTIC TRANSMITTER TIE STRAPS I - 0 I * SENSOR CABLE II IN 3/4" CONDUIT J 0 * H2S SENSOR WITH TERMINAL *TRANSMITTER CABLE JUNCTION BOX IN 3/4" CONDUIT TO GAS SENSOR 't CONTROLLER II FLOOR io 1i I II NOTES: 1. COMPONENTS DESIGNATED BY* ARE SUPPLIED BY INSTRUMENT MANUFACTURER. GAS SENSOR ELEMENT AND TRANSMITTER INSTALLATION 1 NTS I CLEAN WATER SERVICES ( 13150 3 DURHAM PHASE 5B1 CHZMHILL 1 391538 I 13248.dgn 6/2/2010 ' SENSOR CABLE IN FLEXIBLE �r ° CONDUIT. PROVIDE SUFFICIENT.1:� � TO RIGID INTRINSICACONDUIT LLY LENGTH TO REMOVE FLOAT NEMA 4X TJB SAFE BARRIER SWITCH NOTE 4 ' ; I CONDUIT ELBOW 8" BLIND FLANGE / . DRILLED AND - TAPPED FOR 1" • V 1 NPT CONNECTION 0 ��� , SST BOLTS _I WALL &NUTS 1" CONDUIT COUPLING NEOPRENE I GASKET – "" — , lia iii ui u , � j CORE DRILL AND F LOOR SLAB / FILL WITH i I � __ _ __ ._ -... -y NON – SHRINK 2 . g 1 GROUT Zo wa" 4. V 8" DUCTILE IRON FLOOR PIPE ill - - " ' °- ---: 1" CONDUIT ► I v ACTUATOR LEVEL *SST PIPE MOUNT CLAMP FLOAT SWITCH* NOTES: 1. COMPONENTS DESIGNATED BY *ARE SUPPLIED BY INSTRUMENT MANUFACTURER. 1 2. COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO GROUT FILL. 3. WHERE EXISTING CONCRETE STRUCTURE IS TO BE CORE DRILLED THE CONTRACTOR I SHALL ULTRASONIC TEST OR X –RAY THE AREA FOR EMBEDDED ITEMS BEFORE CORE DRILLING CAN PROCEED. IF EMBEDDED ITEMS ARE FOUND, NOTIFY THE ENGINEER I IMMEDIATELY. 4. WALL –MOUNT 6" ABOVE FINISHED FLOOR (MINIMUM). 'I FLOAT TYPE LEVEL SWITCH INSTALLATION - CONCRETE SLAB . NTS I CLEAN WATER SERVICES 13248 DURHAM PHASE 5B1 CH2MHILL • 1 391538 a 13249.dgn 6/2/2010 SENSOR CABLE * IN RIGID I CONDUIT TO INTRINSICALLY I SAFE BARRIER NEMA 4X TJB NOTE 2 I SENSOR / ` ` 111 PLASTIC CABLE CABLE * : TI TYP IN FLEXIBLE / ::. No ACTUATION CONDUIT ' %., ' SST PIPE * LEVEL I MOUNT CLAMP — —� FLOAT I � n SWITCH * WALL I 3/16 V . 316 SST STAND- OFF PIPE CLAMP I ilti I . MIII\_ 1 "316 SST Of PIPE WITH END CAPS i SLUICE � , TROUGH 1 - — NOTES: 1 1. COMPONENTS DESIGNATED BY* ARE SUPPLIED BY INSTRUMENT MANUFACTURER. 2. WALL MOUNTED 6" ABOVE FINISHED FLOOR (MINIMUM). 'I FLOAT TYPE LEVEL SWITCH INSTALLATION - SLUICE TROUGH I NTS I CLEAN WATER SERVICES ( 13249 DURHAM PHASE 5B1 CH2MHILL 1 391538 W 13250A.dgn 6/2/2010 RIGID CONDUIT TO PANEL CONTAINING INTRINSICALLY SAFEBARRIER SENSOR TERMINATION ENCLOSURE* WITH DESICCANT VENT. MOUNT 6" AFF (MINIMUM) (13338 SSTL EYE HOOK SENSOR CABLE 3" PV * �— PVC BLIND FLANGE TEE SS BOLTING HARDWARE' PVC TOLCO COATED FIG 6 P SSTL C OR RISE CLAMP. V UAL I 0 , : ,,,, 1 WALL �` °, CORD GRIP FITTING �� - FLOOR WITH NEOPRENE BUSHING ° SLAB CROUSE -HINDS SERIES of I " 1 0 :.. CGB OR EQUAL F SEAL WITH WATER- $ PROOF SILICONE . I FOUR 1/2" DIAMETER VENT HOLES @ I BASED SEALANT I 1 90 DEGREES 1/8" SS WIRE 0 CORE DRILL & FILL 3" DIAMETER PVC STILLING WELL WITH NON - SHRINK FACTORY CABLE* GROUT'' _ SS PIPE SUPPORTS @ 4' SPACING ' — II I ! PLASTIC WIRE TIE EVERY 12" (TYP) SS CABLE CLAMP i I (TYP 2) NOTES: " I LEVEL TRANSDUCER* 11 1. COMPONENTS DESIGNATED BY * ARE SUPPLIED BY INSTRUMENT MANUFACTURER. 2. COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO GROUT FILL. 3. WHERE EXISTING CONCRETE STRUCTURE IS TO BE CORE DRILLED THE CONTRACTOR I SHALL ULTRASONIC TEST OR X -RAY THE AREA FOR EMBEDDED ITEMS BEFORE CORE DRILLING CAN PROCEED. IF EMBEDDED ITEMS ARE FOUND, NOTIFY THE ENGINEER IMMEDIATELY. I SUBMERSIBLE LEVEL TRANSMITTER WITH STILLING WELL INSTALLATION - CONCRETE SLAB J NTS 1 CLEAN WATER SERVICES ( 13250A DURHAM PHASE 5B1 CH2MHILL 1 391538 X 13253A.dgn , 6/2/2010 III *SENSOR CABLES FLEXIBLE I CONDUIT. PROVIDE SUFFICIENT NEMA 7 TERMINAL LENGTH TO REMOVE SENSOR JUNCTION BOX * IN CONDUIT ELBOW CLASS 1 DIVISION 2 I AREA, NOTE 4 6" BLIND FLANGE DRILLED AND SENSOR CALBES * TAPPED FOR 1" � VW � IN RIGID CONDUIT I NPT CONNECTION 11114 il ia W TRANSMITTER ED NYLON BOLTS SPACE i & NUTS 1" CONDUIT COUPLING NEOPRENE GASKET nn I= nu 6" DUCTILE IRON 'ii ;' WV FLOOR PIPE I j Plil CONDUIT CORE DRILL 1 111 -- ° * Zo 2 is 1 AND FILL WITH - - PVC COUPLING il NON - SHRINK I • �' GROUT o p I . --r 1 MAXIMUM 1 " WATER —�-� SURFACE 16 ULTRASONIC i TRANSDUCER * • I DISTANCE AS REQUIRED BY NOTES: INSTRUMENT MANUFACTURER 1. COMPONENTS DESIGNATED BY* ARE SUPPLIED BY INSTRUMENT MANUFACTURER. '� 2. COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO GROUT FILL. II 3. WHERE EXISTING CONCRETE STRUCTURE IS TO BE CORE DRILLED THE CONTRACTOR SHALL ULTRASONIC TEST OR X -RAY THE AREA FOR EMBEDDED ITEMS BEFORE CORE DRILLING CAN PROCEED. IF EMBEDDED ITEMS ARE FOUND, I NOTIFY THE ENGINEER IMMEDIATELY. 4. WALL- MOUNTED 6" ABOVE FINISHED FLOOR (MINIMUM). I ULTRASONIC LEVEL ELEMENT INSTALLATION - CONCRETE SLAB NTS © CH2M HILL I CLEAN WATER SERVICES ( 13253A DURHAM PHASE 5B1 CH2MHILL 1 391538 • 13254.dgn 6/2/2010 NEMA 7 TERMINAL JUNCTION BOX • IN CLASS 1, DIVISION 2 AREA, NOTE 5 I SENSOR CABLE )IC IN FLEXIBLE CONDUIT SEE_NOTES_3_AND_6 - SENSOR - CABLES 3/4" METAL WATERPROOF END PLUG , I IN RIGID CONDUIT I CONDUIT, ,� 1 TO TRANSMITTER SEE NOTE 4 3/4 CONDUIT IN UNCLASSIFIED BODY TYPE OELB .� SPACE M1111111.1111111111, STRUT CAP i -4 "r ° ° z • M. i . o. o o a p • PVC * 4 - ----:°:f.0 L I COUPLING _ 3/4" CONDUIT BODY TYPE OET ° I SUBMERSIBLE — ULTRASONIC o % TRANSDUCER * 1 o oa •o A p . SST CHANNEL p o I o ••o o 0 DISTANCE AS REQUIRED BY INSTRUMENT FLU AX IMUM MANUFACTURER ID LEVEL t NOTES: 1. STRUT, SCREWS, WASHERS, NUTS AND ALL OTHER FITTINGS TO BE STAINLESS STEEL. •1 2. COMPONENTS DESIGNATED BY * PROVIDED BY INSTRUMENT MANUFACTURER. 1 3. FLEXIBLE CONDUIT SHALL BE APPROVED FOR CLASS 1, DIVISION 1, GROUP D. 4. METAL CONDUIT LENGTH VARIES, DEPENDING ON DEPTH OF MEASUREMENT. I LENGTH AS REQUIRED BY INSTRUMENT MANUFACTURER. 5. MOUNT ON ASSOCIATED SCREEN'S LOCAL CONTROL STATION STANCHION. AT I LEAST 6" ABOVE FINISHED FLOOR. 6. PROVIDE SUFFICIENT LENGTH OF CABLE AND FLEXIBLE CONDUIT TO ACCOMMODATE SENSOR MAINTENANCE. I ULTRASONIC LEVEL ELEMENT INSTALLATION - OPEN CHANNEL I NTS ©CH2M HILL I CLEAN WATER SERVICES ( 13254 DURHAM PHASE 5B1 CH2MHILL R 391538 I 13255.dgn 6/2/2010 NEMA 7 SST TEE CHANNEL I *TERMINAL HA AND HARDWARE FLEXIBLE CONDUIT JUNCTION -BOX GABLE IN CLASS 1 BUSHING I DIVISION 2 AREA —\ 1/4. .Ii ��� SST CLAMP 0 .v _ o III 1 - 00.________--- ,I SENSOR CABLES* PVC IN CONDUIT TO ULTRASONIC * -T COUPLING * , TRANSMITTER IN TRANSDUCER UNCLASSIFIED SPACE 1 -5/8" SST -' CHANNEL, 1' -0" TYP � TOP OF TANK I MIN 1 I i 0 I, 3/161/ I I I I STEEL TANK 1 WALL 1 1 I i • NOTES: 1. COMPONENTS DESIGNATED BY* ARE SUPPLIED BY INSTRUMENT MANUFACTURER. 1 ULTRASONIC LEVEL ELEMENT INSTALLATION - STEEL TANK 1 NTS 1 CLEAN WATER SERVICES ( 13255 DURHAM PHASE 5B1 CH2MHILL 1 391538 13304a.dgn 6/2/2010 PRESSURE INSTRUMENT 1 DIAPHRAGM SEAL WHERE 1 NOTED OR WATER OR AIR PURGE SHOWN WHERE NOTED OR SHOWN mmi■ XP (X =W OR A) ,1 TEST 3/4" PIPE, SAME SIZE TAP - - AND MATERIAL AS USED AT PROCESS PIPE CONNECTION 111 •;' 1 SEE (13305B) PROCESS PIPE ----Ali DIRECT MOUNTING WITH DIAPHRAGM SEAL NOTE: MOUNT GAUGE FACE IN VERTICAL PLANE WITH TOP OF GAUGE FACE AT TOP (REGARDLESS OF PIPE ORIENTATION - HORIZONTAL OR VERTICAL). I PRESSURE INSTRUMENT INSTALLATION g NTS CLEAN WATER SERVICES ( 13304A DURHAM PHASE 5B1 CH2MHILL 1 391538 • 13305b.dgn 6/2/2010 I I I 1126■ I PRESSURE CONNECTION INSTALLATION NTS 1 CLEAN WATER SERVICES ( 13305B DURHAM PHASE 5B1 CHZNIHILL 1 391538 13338.dgn 6/2/2010 • • I o '• •0. .o. 1 ° SECURE TO WALL — o .. WITH 4 -1/2" SST o ° CONCRETE ANCHORS 1 I I ifl o • o • O'. FLOOR SLAB 1 o .o. :o: 9:• :o: WALL MOUNTED PANEL OR INSTRUMENT INSTALLATION NTS ® CH2M HILL 1 CLEAN WATER SERVICES ( 13338 DURHAM PHASE 5B1 CH2MHILL 1 391538 a 13383a.dgn 6/2/2010 MOUNTING HOLES TO SUIT INSTRUMENT I SECURE INSTRUMENT TO STANCHION W /SST BOLTS, NUTS & WASHERS L _�_=-� °7I -- r F _�_i_ ' 1 3/16 i Z 1 1 i l i I L 2- 1/2 "x2 "x1/4" j 1 I I I' AL LENGTH TO I' I D 2 J_ ' I I I SUIT INSTRUMENT I I III r co — — j1 j i jj Ij 11 j , I Z i —i . � - ! i - INSTRUMENT I L , II ,I - - -I -1- ', j - I 1 L 2- 1/2 "x2 "x1/4" AL j I LENGTH TO SUIT INSTRUMENT z I I I I 0 4" SCHED 40 AL PIPE I PL 1/2 "x12 "x12 ", AL SECURE TO SLAB WITH j (4) 1/2" MIN SST CONCRETE I 3/16 V I ANCHORS j , 1" NONSHRINK , , I + I : o. GRO UT, . �, .o : AK:01 o eo. d 6 . O 6 I I I NOTES: 1. ROUND OFF ALL EXPOSED EDGES AND CORNERS. 2. PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING TO SPECIFICATIONS FOR PAINTING. I STANCHION SUPPORT FOR CASE MOUNTED INSTRUMENTS I NTS I CLEAN WATER SERVICES ( 13383A DURHAM PHASE 5B1 • 391538 C1•12MHILL • 1 13389.dgn 6/2/2010 EQUAL MODULES I 4' -0" MAX __ _ _REP_EAT_AS MITER NECESSARY I CORNERS NOTE 3 n 7 / ( I N ,I 1 TS (TYP) < TYP ; I I I ' , I , III 6 I ' I I I III 7 - 4 -3/4 CONC ANCHORS (/ / _ _NOTE2 , W/1 1/2" GROUT AND 1/4 V <TYP I LEVELING NUTS - NOTES: 10" SQ x 5/8" THK AL PLATE I 1. HSS SHALL BE AL 3x3x0.219, MINIMUM. 1 1/2" 2. FOR PANELS WITH 'H' GREATER THAN 4 -0 11 , ONE HORIZONTAL MEMBER MUST BE LOCATED WITHIN I THE MIDDLE THIRD OF THE FRAME HEIGHT. PROVIDE ADDITIONAL MEMBERS AS NECESSARY FOR PANEL MOUNTING. 0 1 3. PROVIDE L 2 1/2 "x2 1/2 "x1 /4 "x 0' -3" AL. WELD ALL AROUND TO HSS: TYP AT EACH PANEL MOUNT. 4. TOTAL WEIGHT OF PANEL(S) SHALL NOT EXCEED 500 LBS IN EACH MODULE. BASE PLATE 1 5. GRIND ALL WELDS AND SHARP CORNERS SMOOTH. 6. PROVIDE 1/4" AL PLATE, SIZED AS REQUIRED, FOR MOUNTING INSTRUMENTS AS INDICATED. I PANEL AND INSTRUMENT MOUNTING RACK 1 NTS I CLEAN WATER SERVICES ( 13389 DURHAM PHASE 5B1 CHZMHILL 1 391538 1 13400.dgn 6/2/2010 5" WELDED AL • 2" I -- END CAP AL PIPE 1 I o PL 1 /4 "x8 "x8" �' AL, TYP o I 0 1 I SECURE TO I • ifl WALL WITH o o III -1/2 "SST --1 CONCRETE — Np 6 „ ANCHORS 3/16 f� j 1 SINGLE PIPE MOUNT I 2" SCH 40 AL PIPE – I �� : , � o 0 1: 1 0 �: 0 0 1 T YP 3/16 6" I DUAL PIPE MOUNT NOTES: 1 1. ALTERNATIVELY, SINGLE PIPE WALL MOUNT BRACKET SHALL BE O'BRIEN MODEL WE16M WITH 9 MIL ARC SPRAY ZINC METALLIZED 1 COATING; OR EQUAL. 2. ALTERNATIVELY, DUAL PIPE WALL BRACKET SHALL BE O'BRIEN MODEL WTM -AT3M WALL BRACKET WITH MODEL S24M & A8M(2) ACCESSORIES, III ALL WITH 9 MIL ARC SPRAY ZINC METALLIZED COATING, OR EQUAL. 3. INSTALL MOUNTING BRACKET SUCH THAT CENTERLINE OF INSTRUMENT OR DEVICE SUPPORTED IS APPROXIMATELY 4' -6" ABOVE FLOOR. 1 4. PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING TO SPECIFICATIONS FOR PAINTING. 1 WALL MOUNTED INSTRUMENT PIPE STANDS NTS I CLEAN WATER SERVICES ( 13400 DURHAM PHASE 5B1 ('.HZMHILL 1 391538 I PL 1/4 "x12 "x6" AL, WELDED AL OR O'BRIEN MODEL 1 END CAP 2F86 WITH SST FASTENERS, a TYPICAL - INSTRUMENT I ; MOUNTING I O 1 i 1 o ACCESSORY S -.1. I < ST U -BOLTS 3/161 1 W/ NUTS AND WASHERS j 3/16 V I 2" SCH 40 I ' - I AL PIPE, SEE AL PIPE, 1 IPE, SEE I NOTE 1 NOTE 2 I I I I I I I 3/16 r 01 I I I I V � ' PL 1/2 "x10 "x10" AL 1" NONSHRINK y° ; • ,; ; . : a p A :o. GROUT <o. oa ; o. M . I I .0 . o "o I I I SINGLE PIPE MOUNT SECURE TO SLAB W/ 4 - 1/2" SST DUAL PIPE MOUNT I CONCRETE ANCHORS • NOTES: I 1. ALTERNATIVELY, STANCHION SUPPORT SHALL BE O'BRIEN MODEL FP52 WITH 9 MIL ARC SPRAY ZINC METALLIZED COATING; OR EQUAL. 2. ALTERNATIVELY, DUAL SUPPORT SHALL BE O'BRIEN MODEL FP40 I STANCHION WITH MODEL AFM, S24M & A8M(2) ACCESSORIES, ALL WITH 9 MIL ARC SPRAY ZINC METALLIZED COATING; OR EQUAL. 3. PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING I TO SPECIFICATIONS FOR PAINTING. FLOOR MOUNTED INSTRUMENT PIPE STANDS I NTS I CLEAN WATER SERVICES ( 13401 DURHAM PHASE 5B1 CHZMMILL 1 391538 15100 -2.dgn 6/3/2010 I I 1/8 " NPT PLUGGED FROM NATURAL GAS TAPPING ACCESSIBLE DISTRIBUTION FOR TEST GAUGE SYSTEM, SIZE AS CONNECTION SHOWN ON PLANS 1 TRANSITION TO UNIT CONNECTION, SIZE AS REQUIRED • CONNECT TO PLUG VALVE EQUIPMENT GAS V420 1 TRAIN, INCLUDING 316 SST FLEXIBLE CONNECTOR (TYP) GROUND JOINT UNION 6" LONG DIRT LEG i REMOVABLE CAP 1 I I I I GAS FIRED EQUIPMENT CONNECTION I NTS CLEAN WATER SERVICES ( 15100 -2 DURHAM PHASE 5B1 CH2MHILL 1 391538 15100 -3.dgn 6/3/2010 PLUGGED TEE OPEN TEE COOLING COIL REFER TO PIPING SCHEDULE OR SPECIFICATIONS FOR FROM PIPE MATERIAL DRAIN • 1 -1/2" MIN PIPE SIZE EQUAL TO — FULL SIZE OF UNIT • - o CONNECTION. � o� 2 N ROUTE TO GROUND. U immio EQUIPMENT PAD % I HEIGHT EQUAL TO AIR HANDLER FAN STATIC PRESSURE, 3 1/2 "(MIN) 1 NOTE: 1. EXTERNALLY INSULATE ALL CONDENSATE LINES. (SEE PIPING SCHEDULE OR SPECIFICATIONS FOR INSULATION TYPE) 1 I CONDENSATE DRAIN 1 NTS CLEAN WATER SERVICES ( 15100 -3 DURHAM PHASE 5B1 CHZMHILL 1 391538 . 15164A.dgn 6/3/2010 I I 1 1 --� SUPPLY LINE ° b PIPE SUPPORT, SEE ( 15514 : �' o V303 o. o o. o 0 � 0 00 o.. o . FEMALE NATIONAL ° o o . ° � STANDARD THREADED 0 HOSE ADAPTER 0 THREADED NIPPLE ° FLOOR ° o.. o 0 .3 ° 0 , 0 0 . o � o'. 0 NOTES: 1. ROTATE BALL VALVE 30° OFF OF WALL. 2. VALVE TO MATCH LINE SIZE SHOWN ON DRAWINGS. INTERIOR HOSE VALVE 1 NTS v CH2M HILL CLEAN WATER SERVICES ( 15164A DURHAM PHASE 5B1 CH?MHILL 1 391538 ' 15408.dgn 6/3/2010 1. POWER, �. 120 VOLT cr. ,- FROM WATER SUPPLY 1 -PHASE 1/2" PW ETP -X WALL MOUNTED PIPE SUPPORT I , _ , V300 BALL VALVE z � 1/2" CU TUBING TO FLOOR DRAINS AND HUB DRAINS 1111 [0 QUANTITY AS REQUIRED FINISH FLOOR 1 ELEVATION 1 1 i 1 ELECTRONIC TRAP PRIMER I NTS C CH2M HILL CLEAN WATER SERVICES ( 15408 • DURHAM PHASE 5B1 CNZMHILL ' 391538 i 15410 -9.dgn 6/3/2010 i HUB DRAIN FOR 2" TRAP USE 2" x 3" REDUCER FOR 3" TRAP USE 3" x 4" REDUCER FOR 4" TRAP USE 4" x 6" REDUCER FINISHED FLOOR 2" 7/. i I TRAP PRIMER CONNECTION I COUPLING PIPE SIZE AS SHOWN ON THE DRAWINGS i i 1 I 1 I HUB DRAIN I NTS CLEAN WATER SERVICES ( 15410 -9 DURHAM PHASE 5B1 CHZMHILL I 391538 15503.dgn 6/3/2010 1 1 1 • CONCRETE ANCHORS SPACER BLOCK AS • REQUIRED •0'.o, •o o Q° • PIPE SIZE 4" MAX •o• 4. ! .0 4 . ° �. I PIPE CLIP - e— • �- ! o p 0 .e' e 0 0 0 1 ' 0 • � 0 NOTES: ' 1. FOR VERTICAL PIPES ONLY. 2. PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED. FABRICATE OVERSIZE STRAP WHERE REQUIRED. 3. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 4. SEE ALSO SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT - WALL MOUNT NTS CLEAN WATER SERVICES ( 15503 DURHAM PHASE 5B1 CH2MHILL ' 391538 1 15505.dgn 6/3/2010 I I el . MACHINE I BOLT, TYP I . Ini Mil 0 1 0 OFFSET PIPE CLAMP 3/4" THRU 8" PIPE I PROVIDE PIPE PLAN OR PROTECTION BARRIER I VERTICAL PIPE AS SPECIFIED. FABRICATE ELEVATION OVERSIZE CLAMP WHERE REQUIRED. I I 01 CONCRETE 4.111n1IF'W OOR OR ,.LT 0 • Y.. ° :0• ..Y., . CONCRETE I ANCHORS I SECTION I NOTES: 1 1. FABRICATE FROM TYPE 316 STAINLESS STEEL UNLESS INDICATED OTHERWISE. 2. SEE ALSO SPECIFICATION SECTION 15062, PIPING SUPPORT SYSTEMS. PIPE SUPPORT - WALL MOUNTED I NTS I CLEAN WATER SERVICES ( 15505 DURHAM PHASE 5B1 CH2MHILL I 391538 I 15506.dgn 6/3/2010 I I I I AS REQ'D -N 18 GA SST SHEET SLEEVE STRAPPED I AROUND PIPE W /SST 3/8" SST r HOSE CLAMPS ANCHORS, I TYP �\ - N PLASTIC PIPE 0 -< :=. °— e - ` - I 6" OR 8" . c5'. N OD �� N SST H _ . ' W /LOCK EX NUT p I -_ WASHER _ : __ w Cl) 11 D p' dOU I — I CONC /' 6 • `° • oo. CN WALL ' N 111 SST BAR 3x3/8 /- ` - - 6" i� I MIN SST 1/4" U -BOLT PLAN SECTION I 1 NOTES: 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 1 2. SEE ALSO SPECIFICATION SECTION, PIPING SUPPORT SYSTEMS. I PIPE SUPPORT - WALL MOUNTED I NTS I CLEAN WATER SERVICES ( 15506 DURHAM PHASE 5B1 I CHZMHILL 391538 15508.dgn 6/3/2010 3/4" SST CONCRETE , ANCHOR, UNDERCUT ANCHOR AT TOP,TYP PIPE SIZE 4" THRU 14" 0 SST PIPE ATTACHMENT AS REQUIRED 0 SST WALL BRACKET 3/4" SST CONCRETE %•• ADHESIVE ANCHOR, 3' I TYP AT BOTTOM •i). • WALL OR COLUMN • 0 0 • • 6 FIXED I NOTES: I 1. WALL BRACKET SHALL BE MEDIUM OR HEAVY DUTY DEPENDING ON PIPE LOAD REQUIREMENTS. 2. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. I 3. SEE ALSO SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT - WALL MOUNTED MEDIUM NTS CLEAN WATER SERVICES ( 15508 ) DURHAM PHASE 5B1 I 391538 CH2MHILL 15514.dgn 6/3/2010 I FACILITY WALL I 1 2" UNISTRUT ' PIPE SIZE < 4" PIPE CLAMP ' TOLCO FIGURE 4 ' PLAN NOTES: 1 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. I 2. SEE ALSO SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT I NTS CLEAN WATER SERVICES ( 15514 DURHAM PHASE 5B1 CH2MHILL 391538 6/3/2010 I 15521.dgn PIPE CHANNEL SUPPORT SYSTEM, I . 6'o SINGLE OR DOUBLE L— —__ o o,._ CHANNEL AS • FOR CLEARANCE I . 31' 1 �° o AD , • • o • I • A PIPE STRAPS, TYP FOR . . ir PIPING I a o, ` • o 5 Er *4a d ° rk PIPE CLAMPS WITH r- CUSHION, TYP FOR TUBING •N • 4 . I O o r I 0 , 1 • s o. • ° o • ° ° CONCRETE ANCHORS, SIZE AND SPACING FOR I LOADING REQUIREMENTS, TWO MINIMUM ,1 NOTES: 111 1. USE FOR VERTICAL OR HORIZONTAL SUPPORT, SINGLE OR MULTIPLE PIPES. I 2. FOLLOW SUPPORT SYSTEM AND MANUFACTURER'S ANCHOR LOADING RECOMMENDATIONS. I 3. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 4. SEE ALSO SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. I STACKED PIPE WALL SYSTEM I NTS I CLEAN WATER SERVICES ( 15521 DURHAM PHASE 5B1 CHZMHILL I 391538 15550.dgn 6/3/2010 I 1 TOLCO ADJUSTABLE BEAM ATTACHMENT ANCHOR TO EXISTING CONC WITH 2- 1/2" DIA 1 SST UNDERCUT ANCHORS I I 5/8" ROD 1 � 3 CLEVIS .; r•-rArli i ;.. 0 4" THRU 1/ 10" PIPE i1 NOTES: 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 1 I PIPE HANGER 1 NTS CLEAN WATER SERVICES ( 15550 3 DURHAM PHASE 5B1 CH2MHILL I 391538 I 15554.dgn 6/3/2010 4- 1/2" DIA SST CONC , " ' ` ,i= I ` CLEVIS UNDERCUT ANCHORS, TY -P �� ° y °° , PLATE i '''- ' '''''jii ri ThIrr - ''''' - -----L - - n I MIN A = = MIN 8 w TURNBUCKLE w fl z_ Q _ = Q z _ 1 Zr ROD DIA i 2 I PER TABLE z 0 I w -J 12" THRU 18" I DIA PIPE ROD SIZES FOR CLDI 0i I PIPE DIA ROD DIA 12" 5/8" 0 18" 3/4" HANGER ROD AP I SADDLE FOR 4ta 1 24 " -30" PIPE \L o i ` PLACE WITHIN & CL PIPE -- - _∎ SEAL WELD TO I �' U -BOLT FOR FULL CONTACT LENGTH I NOTES: I 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. I 2. LOCATE HANGERS AS INDICATED ON DRAWINGS. PIPE HANGER I NTS I CLEAN WATER SERVICES ( 15554 DURHAM PHASE 5B1 CNZMHILL I 391538 15565.dgn 6/3/2010 • 111 i 1 3/4" SST UNDERCUT ANCHOR WITH NUT o • o . AND LOCKWASHER (TYPICAL) 0 • 4 4, • O. t. I I 0 • • C • ° ° °° Ill III ° °° I � ' PL 6 "x6 "x1/4" \ MIN FLANGE WALL / OVERHEAD CONCRETE / 1r I U' BOLT, ANVIL FIG 137, 3/16 V �� TOLCO FIG 110 OR EQUAL. • WHEN USED WITH PVC OR / FIBERGLASS PIPE, PROVIDE SHIELD AROUND PIPE AT ��► 'U'BOLT, WITH LOOSE FIT. WRAP COPPER TUBES WITH 2" WIDE STRIP OF RUBBER 1 FABRIC. C4x6.25 LENGTH TO SUIT. r NOTES: ' 1. CHANNEL, 'U' BOLT, LOCKWASHERS, NUTS, SHIELDS, AND ANCHORS TO BE MATERIAL AS SPECIFIED IN SECTION 15060, PIPE SUPPORT SYSTEMS. 2. THIS DETAIL IS SUITABLE FOR SIZE AND NUMBER OF PIPES AS SHOWN IN SPECIFIC LOCATIONS CALLED OUT ON THE DRAWINGS. IF USED IN OTHER LOCATIONS BY THE CONTRACTOR, DESIGN CALCULATIONS MUST BE SUBMITTED. • 1 WALL / OVERHEAD PIPE SUPPORT I NTS CLEAN WATER SERVICES ( 15565 I DURHAM PHASE 5B1 CH2MHILL 391538 1 15568.dgn 6/3/2010 I I RISER CLAMP, PIPE O.D. TOLCO FIG 6 OR EQUAL I PIPE SLEEVE, I /� �� I SEE NOTE 1 1/4 V POLYURETHANE -- ----4) --- j - - - 14 - -)-- SEALANT / .l 1/4" PLATE EXISTING ../ CONCRETE i i 1 1 11 PAI ; i i iiiiii SLAB I i 1 /2" MIN I /� 4 �, • \ I TI (4) 3/8" DIA SST • . ADHESIVE ANCHORS, I DRILL AND EPDXY I CORE DRILL �`_,,��� EMBED 3" MIN 0 I A SEE NOTE 1,2 I I NOTES: II 1. PIPE SLEEVE I.D. (A) SHALL BE EQUAL TO PIPE O.D. + 2 INCHES. 2. WHERE EXISTING CONCRETE STRUCTURE IS TO BE CORE DRILLED THE I CONTRACTOR SHALL ULTRASONIC TEST OR X -RAY THE AREA FOR EMBEDDED ITEMS BEFORE CORE DRILLING CAN PROCEED. IF EMBEDDED ITEMS ARE FOUND, NOTIFY THE ENGINEER IMMEDIATELY. I I • VERTICAL PIPE SUPPORT I NTS I CLEAN WATER SERVICES ( 15568 DURHAM PHASE 5B1 CHZMHILL I 3 91538 16670AQri Not Plott i /2010 • I 2- 5/8" DIA SST I MAX. DISTANCE BETWEEN UNDERECUT RODS = 4'- 0" ANCHORS, TYP I 4 • 6 4 • 0 .4 • 0 4 • 04 - 0 4 • o ■ • i ° o 0 I t., ADJUSTABLE ATTACHMENT PLATE, TOLCO FIG.337 OR EQUAL 1/2" DIA. HANGER ROD I I PIPE STRAP, UNISTRUT I O' SERIES P -2558, POWER - I , / `, STRUT SERIES PS -3126, I LI OR EQUAL, (TYPICAL) I I I , II li 1/2" DOUBLE NUT • I CHANNEL, UNISTRUT SERIES, P -5500, POWER -STRUT SERIES PS -150, OR EQUAL 11 LENGTH TO SUIT. I NOTE: 1. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE I AT CLIP WITH LOOSE FIT. WRAP COPPER TUBES WITH 2" WIDE STRIP OF RUBBER FABRIC. 1 2. CHANNEL, PIPE STRAP, RODS, NUTS, AND WASHERS TO BE MATERIAL AS SPECIFIED IN SECTION 15060, PIPE SUPPORT SYSTEMS. I TRAPEZE PIPE HANGER WITH UNISTRUT OR POWER STRUT STEEL CHANNEL 1 NTS 1 CLEAN WATER SERVICES ( 15570 3 DURHAM PHASE 5B1 CHZMHILL I 391538 ' 15573.dgn 6/3/2010 I I CAST IRON ELBOW STEEL ELBOW • ELBOW DIMENSIONS IN INCHES I I 'A' DIA 'B' DIA 'C' THICK 'D' SQ. 'E' DIA I I � �Q 4 2 3/8 6 5/8 1 I 6 2 1/2 i 3/8 7 5/8 I 'A DIA 8 4 1/2 9 5/8 CAST IRON 'A' DIA BASE ELBOW -7- STEEL ELBOW 10 4 1/2 9 5/8 . / 12 6 1/2 11 3/4 1 /4 / 14 1 6 1/2 11 3/4 z ' i I -- -- - - - - - - - — I 40 16 6 1/2 11 3/4 I B' DIA SCH. 40 1 'B' DIA SCE. 18 8 1/2 13 1/2 3/4 1 STEEL PIPE STEEL PIPE 0 1 /2 13 1 /2 3/4 STEEL FLANGE 0 STEEL PLATE I • / 20 8 — TO MATCH C.I. I 1/4 'C' THICK x'D' SQ. j 1/4 / 24 8 1/2 13 1/2 3/4 I BASE ELBOW I 1 1/2" NON - SHRINK I j I 1 1/2" NON - SHRINK 30 10 3/4 16 7/8 WITH 4 BOLTS �. I GROUT ,;; ! GROUT 'E' DIA 36 12 3/4 19 7/8 ° ° ° ° . ° ° ° I ° ° o ; 42 16 3/4 23 1/2 1 I I ° o ;I ° ;I; ° O 0 0 ° 0 p ° , p � ° p ° o L p i ° ° p 48 18 _ 3/4 25 1 1/8 I 4 BOLTS 'E' DIA 4 BOLTS 'E' DIA AT 90° W /SELF- AT 90° W /SELF- DRILLING CONC I DRILLING CONC ANCHORS ANCHORS NOTE: '11 1. WHERE SUPPORT OCCURS AT GRADE, PROVIDE CONCRETE PAD WITH MINIMUM DIMENSIONS OF 'D' PLUS 2' -0" SQUARE BY 'D' PLUS 1' -0" DEEP. REINFORCE WITH #5 @12" EACH WAY, TOP AND BOTTOM. I ELBOW SUPPORT I NTS I CLEAN WATER SERVICES ( 15573 I DURHAM PHASE 5B1 CHZMHILL 391538 • 15607.dgn 6/3/2010 • p t 1 ; . ° • - " D PIPE SLEEVE 0 . o � • "" "J " " " " " ' PASSING PIPE 1 - - MODULAR MECHANICAL SEAL ASSEMBLY WITH o °oo.0 ° SST BOLTS AND NUTS, °�• '� ° AS SPECIFIED I I I I t WALL PIPE PENETRATION SEAL 1 NTS CLEAN WATER SERVICES ( 15607 DURHAM PHASE 5B1 1 391538 CH2MHILL I 15610.dgn 623FABBE2007 II PASSING PIPE (SEE NOTE 1) FILL WITH'SILICONE I CAULK TO PROTECT THREADS. JOINT TO FILL WITH BE WATERTIGHT I NON - SHRINK GROUT I • Fi rt iii... .... 0c . ,. ..... ill CORE DRILL TO , : o.; • ;I ,. ►�.,o ° °.• DIAMETER ° oo • 4 : ti ►• ►•:: o'':�:'' • I RECOMMENDED Y?. ' ° � ••� ,1 ►� $ ° � ° BY MECHANICAL � ������ �, � ��� r •, 01 SEAL ASSEMBLY • � �J o MANUFACTURER INSIDE I MODULAR MECHANICAL SEAL ASSEMBLY WITH SST BOLTS AND NUTS, 1 AS SPECIFIED. I I NOTES: I 1. PROVIDE RISER CLAMP FOR PASSING PIPE AT ABOVE SLAB LOCATION. I FLOOR PENETRATION SEAL I NTS I CLEAN WATER SERVICES C7-15610 DURHAM PHASE 5B1 CHZMHILL 1 391538 15611.dgn 6/3/2010 I EXTERIOR 0 .oO OO .• 0 0.00 SIDE O ' O O' GROUT NON- SHRINK I CORE DRILL I i" MINIMUM ALL AROUND PASSING PIPE O O O , .° '0 . 0.00 o 0•ooa0• o� PRE-CAST S CONCRETE WALL • 1 I I PIPE PENETRATION I NTS 1 CLEAN WATER SERVICES ( 15611 DURHAM PHASE 5B1 I CHZMHILL 391538 1 15720.dgn 6/3/2010 1 1/2" CHAMFER, BOTH FLANGES 1' -6" I 2- 3/8" DIA 8„ 1 SST BOLTS — SST BOLT PER II I HOS RACK MFR II II o III g SST HOSE RACK I I I I 1/4" SST PL — — — j6� SST C3x4.5 `� En I 8 "x8 "x1/2" SST PL, 1 3/16V MIN WITH 5/8" DIA I I � ANCHOR BOLT II ; \LEVELING NUTS I II y II II . II II I II J) `c- 4" HIGH MIN —�) I l- J CURB OR I EQUIPMENT PAD 1 ELEVATION SECTION 1 NOTES: 1. REMOVE ALL BURRS AND SHARP EDGES. 1 I FLOOR MOUNTED HOSE RACK NTS I CLEAN WATER SERVICES ( 15720 DURHAM PHASE 5B1 CH2MHILL I 391538 1 15725.dgn 6/3/2010 1 1' -0" 1 1 r I I 6 1/2" - _0 - I Mae I I 0 0 co ao • I I FRONT VIEW I I c FRONT VIEW III I I _ - 1 ��� 4- SLEEVE ANCHORS _ PROVIDED BY yi I I TOP VIEW c� N 1 MANUFACTURER 1 MOUNTING PLATE I I I WALL MOUNTED HOSE RACK I NTS 1 CLEAN WATER SERVICES ( 15725 DURHAM PHASE 5B1 1 CH2MHILL 391538 15810 -5.dgn 6/3/2010 1 r DUCT SUPPORT PER SMACNA "HVAC DUCT CONSTRUCTION SEE PLAN FOR STANDARDS SIZE OF DUCT BALANCING DAMPER WALL 45° 1/2" GRID SST SCREEN �-� FINISHED FLOOR f i I FLOOR EXHAUST DUCT I NTS CLEAN WATER SERVICES ( 15810 -5 1 DURHAM PHASE 5B1 CH2MHILL 391538 ' 15810 -9.dgn 6/3/2010 r 0.25 W,3 "MIN I ' OPPOSED BLADE BALANCING DAMPER BRANCH DUCT, SIZE TO MATCH GRILLE FRAME OD 1 AIR OUTLET 1 OR INLET W I - FASTEN GRILLE r FRAME TO DUCT =INN_ COLLAR FACE GASKET DAMPER ACTUATOR ' SUPPLY OR RETURN DUCT 1 DUCT MOUNTED AIR OUTLET OR INLET I NTS F CH2M HILL CLEAN WATER SERVICES ( 15810 -9 DURHAM PHASE 5B1 I CH2MHILL 391538 15810- 10.dgn 6/3/2010 1 1 1 WALL ° ° ti ° ° 2" ANGLE CLOSURE I i" MAX o 0 0 0 COLLAR SAME CLEARANCE v--°- ° a MATERIAL AS DUCT oO • oO o °O °O - UlllllilililillTliain SHEET ' METAL DUCT • z z 1111M11/111 llllillllJl °o °° • PACK OPENING . o 00 AROUND DUCT o, o, WITH FIRE SAFEING oO o oO o • • CAULK WITH WATERPROOF ' SILICONE RUBBER SEALANT, TYP i 1 1 1 DUCT WALL PENETRATION 1 NTS 1 CLEAN WATER SERVICES ( 15810 -10 DURHAM PHASE 5B1 1 CH2MHILL 391538 15811.dgn 6/3/2010 1 i 1 1 2" ANGLE CLOSURE ' COLLAR OF SAME MATERIAL OF DUCT, SHEET METAL DUCT TYP 1/2" MAXIMUM � SEALANT, ALL AROUND CLEARANCE ON ALL SIDES 1 3 1 /2 "x3 1/2" CURB FLOOR o = = o •. ALL AROUND p p 0 - C .Q• Q"� pOO•p•p O • • 1 L r SEALANT, ALL AROUND PACK OPENING AROUND DUCT W/ MINERAL FIREPROOFING & SAFEING 1 1 1 1 FLOOR PENETRATION - WET AREA 1 NTS C CH2M HILL CLEAN WATER SERVICES ( 15811 DURHAM PHASE 5B1 CHZMHILL 1 391538 15812.dgn 6/3/2010 2" ANGLE CLOSURE COLLAR, MATERIAL TO BE OF SAME TYPE OF DUCT,TYP SHEET METAL DUCT SEALANT, ALL AROUND, ' 1/2" MAXIMUM CLEARANCE TYP BOTH SIDES OF STRUCTUR FLOOR OR WALL °. . a o. a ° . _ .o , o •o . o- -O . °'. O o a o .�_ .�► = - SEALANT, PACK OPENING AROUND ALL AROUND, DUCT W/ MINERAL TYP BOTH SIDES ,1 FIREPROOFING & SAFEING OF STRUCTURE V I NOTES: • 1. WALL PENETRATION SIMILAR. 1 2. 2" ANGLE CLOSURE COLLAR OF SAME MATERIAL AS DUCT. I i FLOOR PENETRATION - DRY AREA NTS CH2M HILL CLEAN WATER SERVICES ( 15812 DURHAM PHASE 5B1 CH2MHILL 391538 1 15813.dgn 6/3/2010 I ALUMINUM DUCT I SOUND SEAL ALL JOINTS I ATTENUATION W/ WATERPROOF LINER I F 0 �;::::::::::: :"::: MASTIC SPECIFIED ►;. �. '•"'•• ' •�.' STORM LAP I JOINT ATTACH SUPPORT TO DUCT 1 W/ SST RIVETS OR SCREWS. ISOLATE DUCT FROM SUPPORT W/ 1/16" NEOPRENE RUBBER I GASKET 4 ALUMINUM DUCT 1 .ri ii , L1 1/2x1 1/2x3/16" TYP i GALV AFTER 3/16 A FABRICATION, TYP Q Q W o , 0 '1 ko °. - c „. o. . a o, 0. -o. 1 ° o L e 0 •o a ' . 0.0 :,.0 - o a . O .°. 0.0 e .0 . a . r � O O e 3/16 V <TYP I PL 1 /4x3x3" MIN FASTEN W/ (2) CONCRETE ANCHORS AS 1 REQUIRED OR SPECIFIED I DECK MOUNTED DUCTING AND SUPPORT NTS I CLEAN WATER SERVICES ( 15813 DURHAM PHASE 5B1 CFIZMHILL 1 391538 1 15814.dgn 6/3/2010 I I I I STANDARD LOCK I JOINT - SOLDER '7 IA SHEET METAL DUCT P ;. WITH INTERNAL �:•1 ;•;•: SEAMS WATER LINER �; ;�; TIGHT i CURB SEE DETAIL )1 f I CD ■ Oi ■ iii ► ' 1 ' EXTERNAL DECK INSULATION I LOCK SEA r 1 PLENUM I I INSULATED DUCT THROUGH DECK I NTS 1 CLEAN WATER SERVICES ( 15814 DURHAM PHASE 5B1 CH2IVIHILL I 391538 15897.dgn 6/3/2010 1/2". 1/2 "x1" I INCREASER. r 00 ISOMETRIC ' 4" FRP CONNECTION W /PVC BLIND FLANGE 1/2" PVC FULL COUPLING BOND TO PVC FLANGE 1/2" PVC 1/2" BALL VALVE 90 DEG ELBOW, (V330) TURN INTO FA FLOW, PROVIDE CAP - 1/2 "x1" INCREASER MOM ' , @ END ' 1/2" HOSE BARB — FRP PIPE WALL 3" ' NOTES: 1. FOR SAMPLE CONNECTIONS LOCATED MORE THAN 7-6" ABOVE WALKING SURFACE, EXTEND SAMPLE PIPING AS REQUIRED TO LOCATE VALVE AND HOSE BARB 3' -0" ABOVE WALKING SURFACE. 2. DETAIL TAILORED TO FRP DUCT. SIMILAR ' FOR STAINLESS STEEL COATED DUCT SYSTEM. GAS SAMPLE PROBE I NTS CLEAN WATER SERVICES ( 15897 DURHAM PHASE 5B1 CH2IVIH'LL 1 391538 15899.dgn 6/3/2010 A ° 1 1/2" MAX. SEE NOTE 2 I 1" PVC OR FRP ' THREADED PIPE NIPPLE, WITH CAP (TYP OF 2) ' FRP WELD, MIN TWO LAYERS DUCT I ' NOTES: 1. INSTALL TEST PORT WITH A MINIMUM LENGTH OF 3 DUCT DIAMETERS ' OF STRAIGHT DUCT UPSTREAM AND MINIMUM OF 1 DUCT DIAMETER OF STRAIGHT DUCT DOWNSTREAM 2. AS CONSTRUCTED EACH PORT MUST BE ABLE TO FREELY PASS A DWYER SERIES 160 PITOT TUBE. 3. WHERE POSSIBLE ON HORIZONTAL DUCT RUNS DO NOT INSTALL TEST PORTS WITHIN 45 DEGREES OF THE DUCT INVERT. 4. DETAIL TAILORED TO FRP DUCT. SIMILAR FOR STAINLESS STEEL COATED DUCT SYSTEM. FOUL AIR TEST PORT I NTS CLEAN WATER SERVICES ( 15899 DURHAM PHASE 5B1 CH2MHILL 391538 16022.dgn 6/4/2010 1 1 1 PHOTOCELL, FACE NORTH ROOF OR ' PARAPET _ WALL ° ROOF JACK 1 CONDUIT 1 i PHOTOCELL MOUNTING I NTS CLEAN WATER SERVICES ( 16022 I DURHAM PHASE 5B1 CH2MHILL 391538 I 16026.dgn 6/4/2010 TO PANELBOARD I I • 1 ■1 1 1M1 CPT I j I � 111 I j I � I 16022 ) I I I I I I ON OFF AUTO 120 VOLT I � � I u X00 COIL _o • 0 I — — — C OOX o ELECTRICALLY I HELD CONTACTS AS LIGHTING REQUIRED CONTACTOR I ------- - - - - -- I TO LIGHTS NOTES: 1 1. CONTROL POWER TRANSFORMER MAY BE DELETED IF LIGHT CIRCUIT IS 120 VOLTS PHASE -TO- NEUTRAL AND A NEUTRAL I CONNECTION IS PROVIDED FROM THE PANELBOARD. 2. ALL EXTERIOR BUILDING LIGHTS, EITHER POLE OR WALL 1 MOUNTED SHALL BE CONTROLLED AND WIRED USING THIS DETAIL. MULTI -POLE LIGHTING CONTACTOR CONTROL 1 NTS I CLEAN WATER SERVICES ( 16026 DURHAM PHASE 5B1 CNZMHILL 1 391538 I 16101.dgn 6/4/2010 BOTTOM OF STEEL OR CONCRETE STRUCTURE . ° p a o a o o p .: I - - NOTE 2 -- - : - - -- - z = NOTE 3 En 6_, �� 0,--!--. ,___A__,, / ' 4 i 1 L____ ‘„_/ `,____1 \ /J /, 1 MIN 1 FRAMING CHANNEL Z CONDUIT SIZE AS REQUIRED i ) �) 7 )\ E' \��I \ 4 L____/ \�J 11111) _ 00) =� I I I � SEISMIC BRACE I ' re--) 0-71 S �� �� � �� �� TO ROOF OR I C��i �l �� � FLOOR TOP OF • • BEAM ABOVE AS REQUIRED, NOTE 1 UNLESS BRACED TO DOUBLE RACK WALL, NOTE 2 NOTES: 1. LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED OR D AND SPACING BETWEEN CONDUITS. 2. DETERMINE PAN AND TYPE SUPPORTS, ND OF SUP ORTS, LOCATE SUPPORTS, AND SIZE SUPPORT RODS, CONNECTIONS AND BRACES PER MANUFACTURER'S I RECOMMENDATIONS AND SEISMIC REQUIREMENTS. 3. AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE STRUCTURE, USE UNIVERSAL CONCRETE INSERT, UNISTRUT CHANNEL WITH #4 x 3' -0" BELOW, OR GRINNEL FIGURE 52 ATTACHMENT PLATE, SIMILAR. TYPE AND SIZE AS REQUIRED BY TOTAL LOADS. I 4. USE STAINLESS STEEL HARDWARE. I 5. SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT DISTURBING ADJACENT CONDUITS. .CONDUIT RACKING SYSTEM I NTS I CLEAN WATER SERVICES ( 16101 • DURHAM PHASE 5B1 CH2MHILL I 391538 1 16106.dgn 6/4/2010 I I I GALVANIZED STEEL _0 °.a 0 • SHEET METAL INSULATION AS REQUIRED ESCUTCHEON, TYP 1 >A =O ° : -.o. O.7 TO FILL CAVITY !11111111111111111111111a1 ,_ Z , i o I- o I Z r. 1 Da °U O o u I ii111 IR 0 GALVANIZED STEEL PIPE � ° '' '• SLEEVE OR CORE DRILLED g 0 0 ° ' 0: :' ° -o 0 '` CONDUIT H OLE IN CONCRETE WALL . 0 = o . °: ° I I 1 , NOTE: CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL i SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. I I INTERIOR WALL PENETRATION 1 NTS I CLEAN WATER SERVICES ( 16106 DURHAM PHASE 5B1 CHZMHILL I 391538 16109.dgn 6/4/2010 I • I FINISHED PLUG FLOOR - 00 -- V0 .'O. O. dO. O. 0 . O ' . O a O - O o • "O. • OO 0 • O O a O'. oO . oO . O • . O ' V oO o o. o cl o COUPLING CONDUIT I NOTE: CONDUITS WHICH ARE STUBBED UP IN A CONCRETE SLAB FOR I FUTURE EXTENSION SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. FLUSH CONDUIT STUB I NTS I CLEAN WATER SERVICES 16109 DURHAM PHASE 5B1 CHZMHILL 391538 16110.dgn 6/4/2010 1 !, PROVIDE A PVC SLEEVE AND FILL WITH A SUITABLE PLASTIC EXPANDABLE COMPOUND WHERE CONDUIT. FOR TYPE CONDUIT PASSES THROUGH SLAB - -• REQUIRED, SEE SPECIFICATIONS 1 Z Z , °. O. C O O. .O. O a., ,Oe STRUCTURAL SLAB a 1 NOTE: ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND I EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. I SLAB PENETRATION 1 NTS CLEAN WATER SERVICES 16110 DURHAM PHASE 5B1 CH2MHILL I 391538 I 16111.dgn 6/4/2010 FRAMING CHANNEL- , -'; "UNISTRUT" OR EQUAL , -', -'111 - SEISMIC BRACE ABOVE ®' _ CEILING. EXTEND TO ROOF (t. - 1.5 OR FLOOR DECK/SLAB " ANC MIN ABOVE, IF NOT BRACED TO I WALL CONTROL STAINLESS STEEL STATION CONDUIT CLAMP I MINIMUM ALUM C4x2.16 IN SEISMIC ZONES 0 AND 1 AND MINIMUM C6x3.0 IN I SEISMIC ZONES 2 AND GREATER, NOTE 2 t 1_ "T" CONDULET w z IL's T CONDULET It zt II wt. 01 - FLEX CONDUIT TO EQUIPMENT I MINIMUM 1/2" SST CONCRETE ANCHORS OR ANCHOR BOLTS WITH LEVELING NUTS. I 3/16 (/ 4 REQUIRED. NON - SHRINK GROUT 1 4 FINISH FLOOR J �° MIN 1/2" AL BASE PL NOTES: if 1. AS REQUIRED TO LIMIT UNSUPPORTED CONDUIT LENGTH TO MAXIMUM VALUES ALLOWED BY NEC, OR 10' -0" MAXIMUM. FOR LENGTHS EXCEEDING 6' -0 ", EXTEND TO STRUCTURE ABOVE. TOP CONNECTION TO ALLOW FOR 5/8" VERTICAL STRUCTURE DEFLECTION. 2. SIZE SUPPORT POST, TOP BRACE(S) AND CONNECTIONS FOR VERTICAL AND LATERAL LOADS. SEE GENERAL ELECTRICAL CONSTRUCTION NOTES ON DRAWINGS. PEDESTAL MOUNTED DEVICE OVERHEAD FEED I NTS 1 CLEAN WATER SERVICES ( 16111 DURHAM PHASE 5B1 CH2MHILL U 391538 16158a.dgn 6/4/2010 10" 1/2" RADIUS, TYP li 1 1/2", TYP II $ 3/8" PLATE I PLAN 1 1/2" RADIUS, TYP MOUNTING PLATE, SIZE AS REQUIRED -I 3/16 3/16 r i. 2 4" CHANNEL 0 . FLOOR OR 3/16 r PLATFORM NON - SHRINK GROUT :o. O. -a'o. o II a 1i :o. o. .'o -.- I :0. 0•d.:0.. o i i . .o•o:. c : O• . O• u O O 1/2" CONCRETE ANCHORS OR ANCHOR I , BOLTS WITH LEVELING NUTS, (TYP OF 4) ELEVATION NOTES: 1. USE STAINLESS STEEL MOUNTING HARDWARE. USE WASHERS AND SPLIT -LOCK WASHERS UNDER ALL NUTS AND BOLTS. 1 EQUIPMENT MOUNTING PEDESTAL NTS CLEAN WATER SERVICES ( 16158A DURHAM PHASE 5B1 CH2MHILL it 391538 16159a.dgn 6/4/2010 RAILING ROUND EDGES 5/16" DIA U- BOLTS, LENGTH AS NMI REQUIRED r , DEVICE BOX ' NU,TS AND LOCKWASHERS In , 3/16" PLATE 4" 1/2" RADIUS, TYP FRONT SIDE NOTE: AT ALUMINUM RAILING, PROVIDE PROTECTION FOR ALUMINUM IN CONTACT WITH STEEL MEMBERS AND CONNECTIONS PER SPECIFICATIONS. I RAILING MOUNTED EQUIPMENT SUPPORT I, NTS CLEAN WATER SERVICES ( 16159A DURHAM PHASE 5B1 CH2MHILL 1 391538 • • 16160a.dgn 6/4/2010 1/4" PLATE - RAILING • J L J L ` J L J L 6 r . - ROUND EDGES I 1 r y r I B B r r 4\- 1/2" RADIUS, TYP ELEVATION NOTES: 1. ALL HARDWARE SHALL BE STAINLESS STEEL. USE WASHERS AND SPLIT -LOCK WASHERS ON ALL NUTS AND BOLTS. I 2. DIMENSIONS SHALL BE AS REQUIRED FOR EQUIPMENT TO BE MOUNTED. EDGE OF MOUNTING PLATE SHALL EXTEND A MINIMUM OF 2 INCHES EACH SIDE OF THE MOUNTED EQUIPMENT. I 3. THIS DETAIL SHALL BE USED FOR MOUNTING EQUIPMENT AND JUNCTION BOXES WEIGHING LESS THAN 50 LBS ON RAILINGS WHETHER DETAIL IS CALLED OUT OR NOT. • EQUIPMENT MOUNTING SHALL NOT REDUCE THE WIDTH OF A WALKWAY TO LESS THAN 3' -0 ". RAILING MOUNTED EQUIPMENT SUPPORT I NTS CLEAN WATER SERVICES ( 16160A DURHAM PHASE 5B1 CH2MHILL 1 391538 16160b.dgn 6/4/2010 I 5/16" SST RAILING -' • U -BOLTS .& NUTS AND ll- I� LOCKWASHERS U® I • 1 5/8 "x1 5/8" 12 GAUGE FRAMING CHANNEL I 5/16 "x20 STAINLESS rrirl STEEL FH MS :∎o./ 76) 5/16" CHANNEL NUT SECTION SECTION I 1 I RAILING MOUNTED EQUIPMENT SUPPORT I NTS 1 CLEAN WATER SERVICES ( 16160B DURHAM PHASE 5B1 CHZMHILL II 391538 16162a.dgn 6/4/2010 1/4" PLATE ROUND EDGES 3/4" RADIUS �— TYP n - - n R - - n 3/16 <TYP 3/16 I x o 9/16" DIA DRILL ' r 4 HOLES 0.00a0•o 0 0 - °- .0. 0 -( 0. • TOP OF CONCRETE WALL 4" CHANNEL, TYP 0 0 I NOTES: , 1. DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. 2. FOR HEIGHTS EXCEEDING 5' -0" OR WEIGHT OF MOUNTED EQUIPMENT EXCEEDING 200 LBS, SIZE POSTS AND CONNECTIONS FOR LATERAL LOADS. EXTEND POSTS TO STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION. SEE GENERAL ELECTRICAL CONSTRUCTION NOTES ON DRAWINGS. ELECTRICAL EQUIPMENT SUPPORT 1 NTS CLEAN WATER SERVICES ( 16162A DURHAM PHASE 5B1 C•2MHILL R 391538 I 16162b.dgn 6/4/2010 3" 48" MAX 3" SEE NOTE 3 ® .�--H 3/4" RADIUS, TYP ,■ 1/4" PLATE, ROUND EDGES; SIZE PER EQUIPMENT REQUIREMENTS 10 ", TYP _ 1/2" PLATE A I. 3/16 <Typ / I I : 3/16 > 1 1/4", TYP O 1/2" RADIUS, TYP 1 o zo z SECTION 1 CHANNEL(4x2.16 IN SEISMIC ZONES 0 AND 1, 6x3.00 '� IN SEISMIC ZONES 2 AND HIGHER) LENGTH PER I EQUIPMENT REQUIREMENTS PROVIDE FELT SPACER OR I BITUMASTIC COATING BETWEEN ALUMINUM AND CONCRETE 1 V.- NON- SHRINK GROUT d ° V '? C • o Q .O o a .. - o' o' . o o . I FLOOR OR 1/2" STAINLESS STEEL CONCRETE PLATFORM, ANCHORS OR ANCHOR BOLTS NOTE 2 WITH LEVELING NUTS, I NOTES: (TYP OF 4 EACH BASE) I 1. USE STAINLESS STEEL MOUNTING HARDWARE. USE WASHER AND SPLIT LOCK WASHER UNDER ALL NUTS. 2. FOR YARD LOCATIONS PROVIDE A 6 INCH THICK CONCRETE PAD AT GRADE WITH I #4 BAR @ 12" OC EACH WAY, CENTERED. THE PAD SHALL BE 12 INCHES LONGER THAN THE MOUNTING PLATE BY ONE HALF THE HEIGHT OF THE MOUNTING PLATE ABOVE FINISHED GRADE. MINIMUM WIDTH 24 INCHES. I 3. FOR HEIGHTS EXCEEDING 5' -0" OR WEIGHT OF MOUNTED EQUIPMENT EXCEEDING 200 LBS, SIZE POSTS AND CONNECTIONS FOR LATERAL LOADS. EXTEND POSTS TO STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION, SEE GENERAL ELECTRICAL CONSTRUCTION NOTES ON DRAWINGS. ELECTRICAL EQUIPMENT SUPPORT I NTS I CLEAN WATER SERVICES ( 16162B DURHAM PHASE 5B1 CHZMHILL 1 391538 16167.dgn 6/4/2010 1/2" RADIUS, TYP DEVICE . I FOR OVERSIZE DEVICE PROVIDE 1/4" ALUMINUM PLATE SIZE AS REQUIRED, RAILING ROUND EDGES, WELD TO CHANNEL. I x in .m 6" CHANNEL 1 CONDUIT CLAMP PAINT ALUMINUM IN CONTACT WITH CONCRETE AS SPECIFIED c __ (2) 5/8" STAINLESS STEEL CONCRETE ANCHORS. I -- b l � I NOTE: EQUIPMENT HAVING A FRONTAL AREA GREATER THAN 3 SQUARE FEET OR WIDER THEN 18 INCHES SHALL BE SUPPORTED BY TWO CHANNELS. USE STAINLESS STEEL MOUNTING HARDWARE. INSTALL RING AND SPLIT LOCK WASHERS UNDER ALL NUTS AND BOLTS. PEDESTAL MOUNTED DEVICE AT RAILING I NTS CLEAN WATER SERVICES ( 16167 DURHAM PHASE 5B1 CH2MHILL 1 391538 16195.dgn 6/4/2010 WALL OR COLUMN o 0 .o.o 0. e e • • CONDUIT O0 CONDUIT CLAMP CONCRETE ANCHOR _ J FORMED CHANNEL 0 .o b• e "A 00 • o e0 I I I I NOTE: SUPPORT ALL EXPOSED CONDUITS ON FORMED CHANNELS. I I CONDUIT SUPPORT ON STRUCTURE I NTS CLEAN WATER SERVICES ( 16195 DURHAM PHASE 5B1 CH2MHILL 1 391538 16196.dgn 6/4/2010 4" I 1 hi .1 DRILLHOL -AS - -- - REQUIRED FOR I CONDUIT FITTING C „ 12 GAUGE SHEET METAL GALVANIZED AFTER FABRICATION 1 TOP I I [I] FLEXIBLE ` CONDUIT ` 1 APPLETON "ST" ` CONDUIT CONNECTOR , _ 0' A 1_ ____. =I= �I I gag APPLETON "STN" gall & " ' CONDUIT I N -1- . u _ CONNECTOR El I _i_ _ ... 1/2" I FRONT SIDE I I FLEXIBLE CONDUIT SUPPORT I NTS 1 CLEAN WATER SERVICES ( 16196 DURHAM PHASE 5B1 CHZMHILL 1 391538 i 16201.dgn 6/4/2010 f 4 HOLES FOR ANCHOR BOLTS AS REQUIRED BY .POLE MANUFACTURER 1 . 4, � BOLT CIRCLE AS PER MANUFACTURERS - - - - - RECOMMENDATIONS I PLAN #6 CU GROUND LIGHT POLE TO POLE COVER PLATE NON - SHRINK GROUT 1 /- 1" CHAMFER 1 A . /` ' M PRECAST CONCRETE FOOTING, NOTE 1 IIII-=111{ . II{I -1111 =1111 1111= i • } ;4- '-----___r_._________L I 1 ANCHOR BOLTS y �� A ! WITH LEVELING NUTS .= IIII -II1N- CONDUIT, SEE ELECTRICAL 1 -v lfl -lll J L_ DRAWINGS (2 MIN) GROUND J II I l- COMPACTED SUBGRADE • ROD 1.5' MIN AS SPECIFIED NOTES: ELEVATION 1. CONDUITS SHALL BE STUBBED UP TO WITHIN 6 INCHES OF THE POLE MANHOLE. I 2. FOR PROPER ORIENTATION OF POLE, COORDINATE WITH SITE PLANS. TYPICAL PRECAST LIGHT POLE BASE IN LANDSCAPE II NTS II CLEAN WATER SERVICES ( 16201 DURHAM PHASE 5B1 CNZMHILL I 391538 i 16325b.dgn 6/4/2010 I _ 1' -2" MIN _ (2- DUCTS) 8" MIN FINISH (1 -DUCT) GRADE I - —1 1 111 -1111= 1I t1=1 t I I =1111 11= co I H N SEE TRENCH AC O O TOPPING DETAIL > 0 (IF APPLICABLE) m co J COMPACTED EARTH ` - A BACKFILL z z 2 " "D" 2" PLASTIC, MAGNETIC 0 :4- is, MIN 3" WIDE DETECTABLE N M --,-Z TAPE k,• osa 7:::•••� COMPACTED 1_ BEDDING AND ` O PIPE ZONE I C. : MATERIAL II , 21 2 ,02 3 0• i::: CONDUIT I D = 3" MIN FOR 2" AND LARGER CONDUIT ID = 2" MIN FOR 1 1/2" AND SMALLER CONDUIT I TRENCH AND CONDUIT PLACEMENT 1 NTS I CLEAN WATER SERVICES ( 16325B DURHAM PHASE 5B1 CHZMHILL 1 391538 16351 a.dgn 6/4/2010 � ' • NOTE 3 I I �-- DUCT BANK I 1- I WIDTH VARIES I n I I GROUND 1 - - - - - - - R O D I - 1 I F I #6 AWG BC \ I GROUND 111 , / I I DUCT BAN K w 2 / \ 1 �I I I I I ± -� -- -§ \ L /P 1 I \ / I - i I I INSCRIBE L - - __ __ - -I I I PER NOTES 1 AND2 1 L__ - -- - --1 I 2' -3" MIN I I � j,- #2/0 AWG I CU BC GROUND I NOTES: PLAN 1. INSCRIBE "ELECTRICAL HIGH VOLTAGE" IF ANY CIRCUIT IN MANHOLE IS ABOVE 600V. 1 2. INSTALL #2/0 AWG BARE COPPER GROUND CENTERED ON TOP OF ALL DUCT RUNS. I .MANHOLE. LID WITH GROUNDING I NTS 1 CLEAN WATER SERVICES ( 16351A DURHAM PHASE 5B1 CNZMHILL 1 391538 1 16351b.dgn 6/4/2010 CAST IRON ROUND COVER WITH BRONZE LOCKING I BOLTS & SEALING RING - - I FINISH GRADE I _1111- 71 - 1 III - 1111 -1 -1111 GRADING -1111 • 1 RINGS AS 4 LIFTING REQUIRED ,•0:'' • 0p� 0,� 2' -6" MIN ;c::.0• :°-;..° INSERTS • 7 .O D - • -O D - - O 1 WIDTH VARIES, ' 6" I L "C" �_ SEE SCHEDULE o o MIN CHANNEL 1 -0 _ 1'-O" INSERTS == MIN MIN - ° 1 3 EACH FACE E — — - I : i'1•2.4 16355 FOR CABLE C° ii RACKS 0 a o 0 II .0,09:5.°•0*. D __e___e___ _L UM :0; i- CC 0 • v• Q hill M Q Q off' a W •0 e °•o.a :0 • ' o o i W CABLE 0-w 4% ¢ C m RACK o `J > w I GROUND, z o•-r : o. o.. a o. o. J W TYP 1 1 z 0 .. i _ 4 1 . GROUT TO FULL WALL .o % • THICKNESS AROUND . PIPES AT KNOCKOUTS, ;° • TYP II #6 AWG BC 0 I I ' 'o'. GROUND .-0. - • a . o. o. q ? .. , d0,...0 8 PULLING IRONS, :0 ,o-o a ' °' �. �f:: :0� :0.*. o•o: �l, COMPACTED �• .. ' 2 EACH CORNER I ° °''' (TOP AND BOTTOM) , GRAVEL, 12" ��'S'l;:'• 0 •� DEEP MIN, 8" MIN DRAIN 3/4" MINUS WITH GRATE 10 CF 1" TO 1 1/2" SECTION I GRAVEL, AROUND ALL GROUND ROD D RA IN I I • MANHOLE WITH GROUNDING I NTS • 1 CLEAN WATER SERVICES ( 16351 B DURHAM PHASE 5B1 CHZMHILL 1 391538 1 16355.dgn 6/4/2010 I I I I 1 /� INSIDE OF HANDHOLE/ 0 ,o ; . 0 . °� - MANHOLE OR 1 w BUILDING rY I 5 ce Q I o.00.p.00 F- m #4 @18" U I O ., 0. ;. is . , O e I W 01 CONCRETE A ENCASED It I DUCT BANK I I I NOTE: EXTEND REBAR A MINIMUM OF 2' BEYOND THE LIMIT OF EXCAVATION. I CONDUIT HANDHOLE / MANHOLE ENTRANCE I NTS I CLEAN WATER SERVICES ( 16355 DURHAM PHASE 5B1 CH2MHILL 1 391538 1 16358.dgn 6/4/2010 I I I I I 1 Op • ° ' CABLE RACK, HOOKS AND .c • e• o °' INSULATORS, NUMBER AND p e' SIZE AS REQUIRED o, • ° • t o, • •o • 0. • ° t _ • •• ` • ` CI I 1 I I CABLE RACK 1 NTS 1 CLEAN WATER SERVICES ( 16358 DURHAM PHASE 5B1 CH2MHILL I 391538 16400a.dgn 6/4/2010 - COPPER GROUND z •�--- CONDUCTOR, TYP I _ A z # @ OC 'n 2 % ' TYP I 4 4" MIN MIN I #4 LONGITUDINAL BARS � � z °< • @18" OC MAXIMUM, WITH ' '. . " 2.-0,, LAP I 12 v v 0 . oOb z •I E0 • a o I F . ...4, L . % D 4" MIN MIN I -O. "- •aG. o. . ° . -" • p• — 1 2" CLR, z • • • a • o� (TYP TOP AND SIDES) I .o <:0 0 o•o ,A■ AIL \I VI IA z in 3" CLR, .. < - .. . (TYP BOT) 1 1 . ;1: ..... D 4" D = 3" FOR 2 "AND MIN MIN LARGER CONDUITS D = 2" FOR 1 1/2" AND SMALLER CONDUITS NOTE: PROVIDE 6" MINIMUM COMPACTED GRAVEL, 3/4" MINUS, I UNDER ALL CONCRETE ENCASED DUCT RUNS. DUCT BANK 1 NTS I CLEAN WATER SERVICES ( 16400A DURHAM PHASE 5B1 CHZMHILL ' 391538 16400b.dgn 6/4/2010 II I 22rim GRO T UN O R ,TY P I = z 'O. V. .•<O. ' O Q p0. •�. I .O' 0 0 .o•o-. . O .O' •�t -v0,. • • I .0 NV -- - 'iv #4 1 I I @ 18" 0 p " CTRS, VERT III V O. e 0 . . : O. O . . O o • � .o'o:a:p. : p �o. � a a:p,00 • LEGS 1' -0" MIN Ak - v O O- c O °. hi III \I \V iz „ in 4" D D 4" I MIN MIN I FOR LARGER DUCT BANKS, CONTINUE PATTERN OF REBAR, CONDUIT SEPARATION AND CONCRETE COVER. #4 it 11 18" I CTRS, VERT LEGS 1' -6" MIN K ao. I "v im 0 l v ri \I NV • Q • O O z •p.o O. O •• O. .p • • . 0 z o • O ' �� •O O. . . O. • 111 i \I \I ' • a 4" D D MIN . i DUCT BANK I NTS I CLEAN WATER SERVICES ( 16400B DURHAM PHASE 561 CH2MHILL 1 391538 1 16401.dgn 6/4/2010 I I FINISH GRADE —\ I Illlll�t +llllifil�l�llil CONDUITS, TYP CONDUIT COUPLING FOR NUMBER OF AND WATERTIGHT I EACH TYPE, SEE PLUG, TYP DUCT BANK DETAILS DUCT BANK, TYP #5, TYP —\ I I r T T o. Q ; o. o: '' .o .o.o:a:p,.o a 2 3 -0 MIN 00. _ L J L r + . L.� 1 I ■ I -- - - - - -, r I I I 2,.___ .t I i , I t #5 HOOPS @12" PROVIDE 3" VERT 2' -0" MIN OC WITHIN EDGE AT TOP ANOFDUCTBANKA I 48" OF JOINT CONSTRUCTION JOINT, TYP I I I I I DUCT BANK CONSTRUCTION AT CONTRACT LIMIT I NTS I CLEAN WATER SERVICES ( 16401 DURHAM PHASE 5B1 CHZMHILL 1 391538 16451.dgn 6/4/2010 1 r r r GRADE GROUNDING WELL r _ o .0 0 a o GROUNDING o; nit CONNECTORS: o o "O- Z/GEDNEY" TYPE ABG, OR EQUAL � 179 « o o GRAVEL 1 GROUNDING CONDUCTOR GROUND ROD r I 1 r r .GROUND TEST WELL I NTS I • CLEAN WATER SERVICES C 16451 DURHAM PHASE 5B1 CH2MHILL 1 391538 • 16452.dgn 6/4/2010 GROUND WIRE GROUNDING BUSHING I I I ❑I I � I ❑t I I EQUIPMENT ENCLOSURE METAL CONDUIT 1 I I NOTE: THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED BY THE SPECIFICATIONS SHALL BE GROUNDED IN ACCORDANCE WITH THIS DETAIL. I CONDUIT GROUNDING NTS CLEAN WATER SERVICES ( 16452 1 DURHAM PHASE 5B1 CH2MHILL 391538 I 16458.dgn 6/4/2010 WALL r a l I O. . a o o, o 5/8" ANCHOR BOLT, 0.00 0�o�:a:0 a SEE NOTE N n n I SCHEDULE 80 PVC SPACER, SEE NOTE I PLAN 1 3/4" 2" 4" 4" 2" 3/4" 11 r r SILICON BRONZE 0 • t i BOLTS, NUTS AND M : •-i--- -_(_ — _ —_ WASHERS. SIZE I ' I '- GROUND BUS, I TOSUIT,TYP • HARD DRAWN • I BAR I GROUND CABLE 3C/08,P, THICK PER CONNECTOR °p GROUND CABLE atoLTDrrAcBLE (SIZE AS SHOWN I ON DRAINING) BUSHING IS (0' NON - METALLIC CONDUIT - FLOOR 1 °V.... o Qo o o o eb I o o' o o' . o o a p ZZ t Ni—r-- k oa o O o �o. I ELEVATION I NOTE: MAXIMUM SPAN BETWEEN SUPPORTS NOT TO EXCEED 24 ". I . GROUND BUS NTS • I CLEAN WATER SERVICES ( 16458 DURHAM PHASE 5B1 CH2MHILL 1 391538 • 16560b.dgn 6/4/2010 • r COVER THIS - - PORTION WITH SHRINK TUBING OUTER JACKET w,, 1 • WRAPPED SHIELD ' GREEN INSULATED CRIMPED SPLICE WIRE CONNECTOR COVER THIS PORTION WITH SHRINK TUBING OUTER JACKET SHIELD i SHRINK TUBING SHIELD 1 SIGNAL LEADS OUTER JACKET Cbjzz\ LUG, TYP GROUND LEAD SHRINK TUBING I NOTE: ALL SHIELDED INSTRUMENTATION CABLE SHALL BE I TERMINATED IN ACCORDANCE WITH THIS DETAIL WHERE GROUNDING IS REQUIRED. r .TERMINATION OF SHIELDED INSTRUMENTATION CABLE I NTS r CLEAN WATER SERVICES ( 16560B DURHAM PHASE 5B1 (.'NZMHILL 1 391538 16560c.dgn 6/4/2010 I I i I I I a lll uuul 11111 VA. • I ""14. eul mull I , lull GROUND LEAD I I I I UNACCEPTABLE METHOD OF GROUNDING .INSTRUMENTATION CABLE SHIELD I NTS I CLEAN WATER SERVICES ( 16560C DURHAM PHASE 561 CH2MHILL 1 391538 16711a.dgn 6/4/2010 TRANSFORMER (ABOVE) 1 UNISTRUT P2245 ' WING SHAPED FITTING, TYP TRANSFORMER (BELOW) r FRONT I NOTES: 1. USE STAINLESS STEEL MOUNTING HARDWARE. USE WASHERS, SPLIT -LOCK WASHERS UNDER ALL NUTS AND BOLTS. TRANSFORMER 1 NTS CLEAN WATER SERVICES ( 16711A DURHAM PHASE 5B1 CHZNIHILL 391538 16711b.dgn 6/4/2010 6" TRANSFORMER CLR CONC WALL (ABOVE) DOUBLE STEEL CHANNEL IN CENTER TO SUPPORT PLATE 111 UNISTRUT P2073A, POST BASE _ 1/4" PLATE A1//411 UNISTRUT UNISTRUT P1001 P1065, DOUBLE STEEL 111 EACH END CHANNEL 1 5/8" x 3 1/4", TYPICAL TRANSFORMER "714 (BELOVV) 1111 UNISTRUT P2073 POST BASE, TYP CONC PAD I • SIDE I STACKED TRANSFORMER MOUNTING INSTALLATION I NTS CLEAN WATER SERVICES ( 16711B ) DURHAM PHASE 5B1 CH211/11-1ILL 1 391538 16715.dgn 6/4/2010 • I 1 1/8" HOLE FOR AREA IN FRONT OF THIS ' POP RIVET, (2 PLACES) ELECTRICAL PANEL MUST BE 1 KEPT CLEAR FOR 42 INCHES OSHA -NEC REGULATIONS 10" 1 TOP 3 ROWS: 3/4 " LETTERS ' BOTTOM ROW: 1/2 " LETTERS BLACK LETTERING ON WHITE BACKGROUND I .OSHA / NEC PLACARD I NTS CLEAN WATER SERVICES ( 16715 DURHAM PHASE 5B1 CHZMHILL 391538