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Report (11) RFcIwEfl Contract Documents FFR 2 3 ?n i5 For the construction of the g (1]j1n1ipj� UIL117A!Yc11"! 011 Durham Advanced Wastewater Treatment Facility Primary Treatment and Hydraulic Capacity Improvements Project 6491 • CleanWater Services O '2© f ceio34 Volume IV of IV 6t7 City of Tigard Design Details Apyr•v-d Plans 4 B AirIA. Date i.5-- Approved plans shall be on job site. OFFICE COPY CH2MHILL Portland, Oregon January 2015 CLEAN WATER SERVICES TUALATIN,OREGON DESIGN DETAILS For the construction of the DURHAM 5B2 PRIMARY TREATMENT Project No. 6491 PROFESSIONAL OF RECORD CERTIFICATIONS(S): Signing as the Professional of Record for the Sections listed below: Details:2010,2030,2031,2081,2220,2221,2230,2250, 2251,2271,2310,2320,2335,2400,2420,2422,2425, c,0 P ROFFssi ;,.\46 2431,2440,2460,2462,2470 lNEN) 65716PE /�� Digital Signature OREGON �4, ' 4Y 11,20�`� <-c ANN Q.0 EXP. 12-31 -15 Janelle Ann Booth DETAILS SEALS PAGE- 1 Signing as the Professional of Record for the Sections listed below: Details: 3040,3051,3052,3061,3101,3103,3111,3112, �4\),PRace „ 3121,3142,3151,3154,3212,3228,3231,3232,3239, GINg 4'? Ol 3305,3316,3321,3323,3340,3356,3357,3380,4001, 76318PE 4002,4003,4004,4005,4006,4031,4041,4042,4043, Digital Signature 5001,5020,5022,5029,5076,5087,5302,5321,5576, r OREGON co 5577 GI- �4y 20,x\ c. 14&ON SC''' EXP. 06-30-16 Luke Aaron Scoggins DETAILS SEALS PAGE-2 Signing as the Professional of Record for the Sections listed below: Details:7422,7426,7427,9001 yD kr c,. BENJAMIN I. WOLK-WEISS r:" y Digita l Signature ta, CORVALLIS, OREGON ' V 6262 Q 4f7 4 7 of 04W Benjamin I.Wolk-Weiss DETAILS SEALS PAGE- 3 Signing as the Professional of Record for the Sections listed below: Details: 10401, 10402, 11281A, 11281B, 11281C, 15154, Cc% PR�FFs 15191, 15205, 15501, 15503, 15505, 15524, 15540A, 15540B, 15540C, 15607, 15610, 15640, 15957 �lyc, IN, , �r 78503PE Digital Signature OREGON 2 14 � �v JOSEPH GP EXP. 06-30-2015 Daniel Joseph Garbely DETAILS SEALS PAGE-4 Signing as the Professional of Record for the Sections listed below: Details: 13249, 13302, 13303, 13304F, 13305A, 13305B, 13321, 13380, 13381, 13388, 13399 `*- P ROpe- t to C. 18543PE 9 Digital Signature OREGON << 1'4/0' 10, 1996 V� �tREYDKP\yJ EXP. 6-30-15 ill Jeffrey D. Kanyuch DETAILS SEALS PAGE- 5 Signing as the Professional of Record for the Sections listed below: Details: 15720, 15884, 15886, 15888, 15889, 15897, 15898, 15899, 15900 � �S ,OINp ;W Q `50427PE Digital Signature OREGON kru. P FORE.S* EXP. 12-31-2015 Neal Forester p DETAILS SEALS PAGE-6 Signing as the Professional of Record for the Sections listed below: Details: 16100, 16106, 16107, 16108, 16110, 16115, 16152, 16158A, 16158B, 16159, 16167, 16326B, 16353, 16354, 16452 <c�'ECTR / c4 PROP/s Nyr,-;6 N 71826PE 9 Digital Signature OREGON ��9�U �1 ARY 9, qN S. H I\‘:° EXP. 06-30-2015 Ryan S.Harbert DETAILS SEALS PAGE-7 CLEAN WATER SERVICES DURHAM ADVANCED WASTEWATER TREATMENT FACILITY PHASE 5B2 PRIMARY TREATMENT Index to Design Details DETAIL NUMBER DETAIL DESCRIPTION SERIES 2000 2010 CONCRETE SIDEWALK 2030 CHAIN LINK FENCE 2031 PEDESTRIAN GATE 2081 REMOVABLE GUARD POST 2220 ASPHALT CONCRETE PAVEMENT 2221 PAVEMENT CONNECTION 2230 CONCRETE PAVEMENT 2250 CONCRETE CURB AND GUTTER 2251 CONCRETE CURB 2271 FENCE/MOWING STRIP 2310 TYPICAL TRENCH 2320 SURFACE RESTORATION 2335 TRENCH PIPE CROSSING 2400 MANHOLE BASE SECTION -6"TO 24" PIPE 2420 ECCENTRIC MANHOLE TOP SECTION 2422 FLAT TOP MANHOLE 2425 MANHOLE FRAME AND COVER 2431 PIPE CONNECTIONS 2440 EXTERIOR CLEANOUT 2460 CATCH BASIN 2462 CATCH BASIN FRAME AND GRATE 2470 PIPE SLEEVE SERIES 3000 3040 SPLASHBLOCK 3051 FORM SNAP-TIE HOLE 3052 ALTERNATE FORM TIE-THROUGH BOLT 3061 PIPE BLOCKOUT 3101 PLASTIC WATERSTOP 3103 HYDROPHILIC/GROOVE WATERSTOP 3111 WATERSTOP JOINTS 3112 WATERSTOP CONNECTION 3121 WATERSTOP PROTECTOR 3142 SLAB CONSTRUCTION JOINT 3151 WALL VERTICAL CONSTRUCTION JOINT 3154 WALL BASE CONSTRUCTION JOINT SERIES 3000 -CONTINUED 3212 BASE SLAB EXPANSION JOINT 3228 SLAB EXPANSION JOINT TREATMENT 3231 WALL VERTICAL EXPANSION JOINT 3232 WALL VERTICAL EXPANSION JOINT 3239 WALL EXPANSION JOINT TREATMENT 3253 WALL OR SLAB FUTURE CONSTRUCTION 3264 CONNECTION OF NEW CONCRETE TO EXISTING 3265 ADHESIVE DOWEL 3266 SURFACE TREATMENT OF NEW OPENINGS IN EXISTING CONCRETE 3270 EXISTING WALL OPENING REPAIR 3271 EXISTING SLAB OPENING REPAIR 3273 CONCRETE DEMOLITION 3301 OPENING REINFORCING 3303 TYPICAL WALL, CORNER AND INTERSECTION REINFORCING (1 OF 2) 3303 TYPICAL WALL, CORNER AND INTERSECTION REINFORCING (2 OF 2) 3305 VERTICAL WALL REINFORCING/DOWEL PLACEMENT 3316 PIPE ENCASEMENT 3321 PIPE COLLAR 3323 PIPE COLLAR 3340 STEPPED FOOTING 3356 CONCRETE EQUIPMENT PAD-TYPE A(1 OF 9) 3356 CONCRETE EQUIPMENT PAD-TYPE B (2 OF 9) 3356 CONCRETE EQUIPMENT PAD-TYPE C (3 OF 9) 3356 CONCRETE EQUIPMENT PAD -TYPE E (4 OF 9) 3356 CONCRETE EQUIPMENT PAD-TYPE F (5 OF 9) 3356 CONCRETE EQUIPMENT PAD-TYPE G(6 OF 9) 3356 CONCRETE EQUIPMENT PAD-TYPE H (7 OF 9) 3356 CONCRETE EQUIPMENT PAD-TYPE J (8 OF 9) 3356 CONCRETE EQUIPMENT PAD- NOTES (9 OF 9) 3357 ANCHOR BOLT DETAILS 3380 CONCRETE CURB SERIES 4000 4001 REINFORCED MASONRY WALL CORNERS (SINGLE & DOUBLE MAT) 4002 CMU OPENING REINFORCING 4003 CMU OPENING REINFORCING (1 OF 2) 4003 CMU OPENING REINFORCING (2 OF 2) 4004 SPECIAL REINFORCED MASONRY SHEAR WALL 4005 CMU WALL PIER(1 OF 2) 4005 CMU WALL PIER(2 OF 2) 4006 CMU WALL COLUMN (1 OF 2) 4006 CMU WALL COLUMN (2 OF 2) 4031 CMU CONTROL JOINT 4041 CMU WALL AT RAKE 4042 CMU WALL AT BIOFILTER 4043 CMU WALL AT BIOFILTER-ELEVATION CHANGE SERIES 5000 5001 COLUMN BASE-STEEL 5020 TYPICAL BEAM CONNECTION - STEEL 5022 BEAM SINGLE PLATE SHEAR CONNECTION -STEEL 5029 BEAM SPLICE-STEEL 5076 TYPICAL BEAM CONNECTION -ALUMINUM 5087 BEAM WALL CONNECTION-ALUMINUM (1 OF 2) 5087 BEAM WALL CONNECTION-ALUMINUM (2 OF 2) 5302 METAL DECK BEARING WALL TOP CONNECTION 5321 ROOF DECK OPENING (1 OF 2) 5321 ROOF DECK OPENING (2 OF 2) 5576 CHECKERED FLOOR PLATE-ALUMINUM (1 OF 3) 5576 CHECKERED FLOOR PLATE-ALUMINUM (2 OF 3) 5576 CHECKERED FLOOR PLATE-ALUMINUM (3 OF 3) 5577 FLOOR PLATE SUPPORT FRAMING SERIES 7000 7422 RAKE 7426 HIGH EAVE 7427 LOW EAVE SERIES 9000 9001 ACOUSTIC PANEL SERIES 10000 10401 DANGER SIGN 10402 CAUTION SIGN SERIES 11000 11281A FABRICATED SLIDE GATES 11281B GUIDE DETAIL 11281C FLUSH INVERT DETAIL SERIES 13000 13249 PRESSURE DIFFERENTIAL TRANSMITTER/ INDICATOR FOR AIR SERVICE 13302 PRESSURE INSTRUMENT INSTALLATION DIRECT MOUNTING 13303 PRESSURE TRANSMITTER INSTALLATION 13304F PRESSURE INSTRUMENT INSTALLATION ANNULAR SEAL MOUNTING 13305A PRESSURE CONNECTION INSTALLATION 13305B PRESSURE CONNECTION INSTALLATION 13321 PRESSURE DIFFERENTIAL SWITCH FOR AIR DUCT SENSING 13380 FIELD INSTRUMENT MOUNTING-STANCHION 13381 FIELD INSTRUMENT MOUNTING-WALL 13388 WALL MOUNTED PANEL OR INSTRUMENT INSTALLATION 13399 GO/NO-GO VISUAL ALARM INDICATOR SERIES 15000 15154 POST HYDRANT 15191 FLUSHING CONNECTION 15205 PIPE HIGH POINT VENT 15501 PIPE SUPPORT 15503 PIPE SUPPORT-WALL MOUNT 15505 PIPE SUPPORT-WALL MOUNTED 15524 FLOOR PIPE SUPPORT 15540A SPECIAL THRUST TIE FOR STEEL PIPE 15540B SPECIAL THRUST TIE FOR STEEL PIPE 15540C SPECIAL THRUST TIE FOR STEEL PIPE 15607 WALL PIPE PENETRATION SEAL 15610 FLOOR PENETRATION SEAL 15640 BURIED GATE VALVE 15720 FLOOR MOUNTED HOSE RACK 15884 DUCT SUPPORT DETAIL 15886 DUCT SUPPORT DETAIL 15888 EXISTING COVER PLATE FA CONNECTION 15889 FRP TO HDPE DUCT CONNECTION DETAIL 15897 GAS SAMPLE PROBE 15898 EQUIPMENT DRAIN TRAP 15899 FOUL AIR TEST PORT 15900 FRP DUCT SUPPORT DETAIL-GRADE MOUNTED 15957 CHEMICAL INJECTOR SERIES 16000 16100 CONDUIT RACKING SYSTEM 16106 INTERIOR WALL PENETRATION 16107 CONDUIT ENTRANCE 16108 WATERTIGHT WALL CONDUIT SEAL 16110 SLAB PENETRATION 16115 EXPANSION /DEFLECTION COUPLING 16152 DEVICE MOUNTING, WALL OR COLUMN 16158A DEVICE MOUNTING, CONTROL STATION PEDESTAL 16158B DEVICE MOUNTING, EQUIPMENT PEDESTAL 16159 PEDESTAL MOUNTED DEVICE 16167 CONDUIT SUPPORT ON STRUCTURE 16326B TRENCH AND CONDUIT PLACEMENT WITH CONCRETE CAP 16353 TYPICAL MANHOLE 16354 MANHOLE DETAIL NOTES 16452 CONDUIT GROUNDING 02010.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 WIDTH AS NOTED ON PLANS 1'-0" FINISH GRADE, MIN SLOPE AS 6 N w O SHOWN ON TYP w O SLOPE 1/4"/FT ,�� 4 GRADING PLANS—\___, OR AS SHOWN `Z ., ?•1 1:1 TYP tij ° ,o 0 0 BASE COURSE /,0 ► *7,0 <0 PREPARED SUBGRADE TYPICAL SECTION WIDTH AS NOTED ON PLANS or/ C\1 TOOLED w / 1/2" PJF COLD JOINT w O SLOPE 1/4"/FT / (WHERE AGAINST z OR AS SHOWN / STRUCTURE) 1 f `; " 0 r BASE COURSE // \I PREPARED //,�\� _ z_ �� SUBGRADE TYPICAL CURB SECTION NOTES: 1. SIDEWALKS 8 FEET AND WIDER SHALL HAVE A LONGITUDINAL CONTRACTION JOINT AT THE MIDPOINT. 2. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MINIMUM. THICKNESS IN DRIVEWAYS SHALL BE 6" MINIMUM. 3. PROVIDE CONTRACTION JOINTS AT 5' SPACING. CONCRETE SIDEWALK NTS ©CH2M HILL CLEAN WATER SERVICES ( 2010 DURHAM AVWV F PHASE 5B2 CH2MHI l 02030.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 NO. 9 GALV NO. 9 GALV WIRE CLIP WIRE CLIP SPACE 12" MAX SPACE 24" MAX BOTTOM TIE /',/� 4,i TO BE 10" MAX %% 4 I ABOVE GROUND LINE POST CONNECTION TOP RAIL CONNECTION TOP RAIL, 2" CHAIN LINK FABRIC, IF SPECIFIED GALVANIZED OR PVC COATED AS SHOWN •:::: :::: :::::::::: ::i.; r.:•:•: :..v,,<.c.; O N DRAWINGS LINE POST �• I' BRACE •:: :,I�I;:•L•.. •�.�„��::•:• ••••••:III. ,I III NOTES: TRUSS ROD ,. t 11� I•••. 1. BRACE AND TRUSS '•'•••a'o•• .d �i A' ROD REQUIRED AT 9” DIA CONC 1 TENSION 1 o Z GATES AND SIDE a. BASE, TYP WIRE NO. 7 N 2 OF ALL CORNER POSTS. PULL POST 16" DIA CONC z 2. FABRIC ATTACHED PULL BASE N 2 TO OUTSIDE OF POSTS. TYPICAL PULL POST 2" CHAIN LINK FABRIC, TOP RAIL, GALVANIZED OR PVC IF SPECIFIED COATED AS SHOWN ON DRAWINGS il� �� •ice. �:., CORNER �II STRETCHER 44444:::? NI , w POST, TYP t BAR, TYP I - 1 STRETCHER `�I, �I ti Q O w cC BANDS, TYP ^Ilo�•o•- JI1 O -...... 16" DIA CONC o z a LINE `q N CORNER BASE N POST 3/8 " TRUSS ROD ASSEMBLY N z 10,-0" MAX `I 10'-0" I TENSION WIRE 9" DIA CONC /I MAX POST SPACING BASE, TYP TYPICAL CORNER POST CHAIN LINK FENCE NTS CLEAN WATER SERVICES ( 2030 DURHAM AWWTF PHASE 5B2 CH2MHILL 02031.dgn 1/19/2015 CH2MHILL PROJECT NO. 495379 2 1/4" LATCH CLEAR 2" CHAIN LINK FABRIC, OR AS SPECIFIED .••••♦•• --5**❖**: _ s:A:44iii LOCK KEEPER ;:;:;:,;:2•' -v.•.••••••••••••••• _ ••;:� lie . . . STRETCHER AND GUILD ALL _ .❖.❖.❖.❖ - `trk BAR BANDS PEDESTRIAN : ' - \ GATES = - = BRACE, TYP N GATE 3 STRETCHER BAR POST, TYP .❖+. ❖• • 'd• 4- FINISH GRADE /// ,<C�'//,�� N TENSION WIRE - Q ° z w `- J N 2 f- ch O 16" DIA CONCRETE, TYP- � iZ 4'-0" N 2 PEDESTRIAN GATE NTS CLEAN WATER SERVICES ( 2031 DURHAM AVVVVTF PHASE 5B2 CH2MHILL 02081.dgn 2015\01\05 CH2MHILL PROJECT NO. 495379 ROUND EDGE 1/4"x4"x4" STEEL TO 1/4" RADIUS CAP 4"x4"x1/4" SQ STEEL TUBE, PAINT FEDERAL A SAFETY YELLOW W/ WHITE REFLECTIVE TOP TAPE BAND - 0 I Ii 9 N PROVIDE SST HINGED 3-1/2"x3 1/2"x114" SQ LATCH WITH EYE STEEL TUBE FOR LOCK �ACPAVEMENT \ h I�I GRIND TO FIT I 3/16 • c ij II V oO,I I °O • Ivo. V `v �v v v I 1.0c °O •! I CONCRETE ° ° I FOUNDATION CV � I I v° oo • °• •j I off\ ooj I.o..�j ° ' 0O 4"*4"*3/16" SQ STEEL TUBE FOUNDATION SLEEVE 1'-0" DIA NOTE: HOT DIP GALVANIZED BOLLARD AND BOLLARD FOUNDATION SLEEVE AFTER FABRICATION. .REMOVABLE GUARD POST NTS CLEAN WATER SERVICES ( 2081 DURHAM AWWTF PHASE 5B2 CH2MHILL 02220.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 FINISH GRADE AS SHOWN ASPHALT CONCRETE, TACK COAT BETWEEN LIFTS pre%mop TOP OF C. : 02221.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 SAW CUT 2' MIN JUST PRIOR TO PAVING CRACK SEAL, TYP, SEE NOTE EDGE OF EXISTING PAVEMENT EXISTING PAVEMENT NEW PAVEMENT 4 EXISTING BASE p 0 NEW BASE N COURSE t 0 c • COURSE !� /////N '/r - PREPARED WOVEN SUBGRADE GEOTEXTILE NOTE: PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING. CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED. PER ASTM D3406 PAVEMENT CONNECTION NTS ©CH2M HILL CLEAN WATER SERVICES ( 2221 DURHAM AWWTF PHASE 5B2 CH2MHILL 02230.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 CONTRACTION JOINT, SEE NOTE 1 AND 2 CONCRETE SLAB ON GRADE REINFORCING, p.);g40.0- 1 --\ cit, #4 @16" O.C., E.W w 1— - O • 00 z in Z Z w co 0 . oa0, o I LOWLO Vhf(-6L- , (-6L- BASE COURSE c Sc9r \ 1 \--‘\__ . \ — — — — — —7/4(777Ac\ 7 PREPARED SUBGRADE WOVEN GEOTEXTILE NOTES: 1. CONTRACTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, AND FILLED WITH SEALANT AS SPECIFIED. 2. CONCRETE JOINT SPACING: 6' x 6' 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". CONCRETE PAVEMENT NTS ©CH2M HILL CLEAN WATER SERVICES ( 2230 DURHAM AWWTF PHASE 5B2 CH2MHILL 02250.dgn 1/15/2015 CH2MHILL PROJECT NO. 495379 SEE NOTE 3 w I— Z 3/4" R 6" TOP OF CURB w AT DRIVEWAY PAVEMENT BATTER 1:6 APPROACH SURFACE - 1" 2"R M W■I1/� A SEE NOTE 2 • 00 0 J 0 6" ��0 1 0 00 /��Y§0\ 1 O 0 0 0 o Oo -11 `c' BASE COURSE PREPARED 6" 2'-0" SUBGRADE 3000 PSI FIBER REINFORCED CONCRETE NOTES: 1. 1/4" PAVEMENT LIP ON LOW SIDE GUTTERS ONLY. 2. WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE SLOPE OF THE ADJACENT PAVEMENT, UNLESS OTHERWISE DETAILED ON THE PLANS. 3. WHERE PLACED ADJACENT TO EXISTING PAVEMENT, LIMIT OF WORK SHALL BE AT EDGE OF GUTTER. DO NOT UNDERMINE EXISTING PAVEMENT. CONCRETE CURB AND GUTTER NTS CLEAN WATER SERVICES 2250 DURHAM AVVVVTF PHASE 5B2 CH2MHILL 02251.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 3/4" RADIUS, TYP TOP OF CURB AT DRIVEWAY APPROACH PAVEMENT 6" BACKFILL SURFACE BEHIND CURB •' co 0 ►/��//�//'�// 3000 PSI FIBER freiti'pir •ir' imrs o REINFORCED , BASE CONCRETE o COURSE PREPARED 6" 8" 6" SUBGRADE CONCRETE CURB NTS ©CH2M HILL CLEAN WATER SERVICES ( 2251 DURHAM AWVVTF PHASE 5B2 CH2MH L 02271.dgn 1/15/2015 CH2MHILL PROJECT NO. 495379 OF FENCE, SEE NOTE 1 SMOOTH FINISH, 9" 9" SEE NOTE 3 SEE NOTE SEE NOTE 1 CONCRETE, SEE NOTE 2 6" FUTURE TOP SOIL FINISH GRASS OR FINISH GRASS OR LANDSCAPE LANDSCAPE PLANTING BED PLANTING BED ,o. o eo. oa I o. o. oa .- 0 ,O o0. a 0 .0 a.0,♦ o o I I o 0 0. I I o 0 0 0 .10<0. p I , I oeO• SSW SAW "N.° 13 S W 07�i(�\� #3 CONT ' 6" BASE COURSE NOTES: 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 NTS CLEAN WATER SERVICES ( 2271 DURHAM AVWVTF PHASE 5B2 CH2MHILL 02310.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 NEW SURFACING, OR SURFACE RESTORATION, SEE PLANS __ 2320 ) 1 TRENCH BACKFILL DEPTH OF ABOVE COVER PIPE ZONE MARKING 12" MIN TAPE AS SPECIFIED PIPE OUTSIDE I DIAMETER PIPE ZONE PIPE BEDDING MATERIAL TRENCH STABILIZATION I- WHERE REQD WIDTH a.] PIPE OD+1'-6" DIAMETER MINIMUM PIPE BEDDING OR WIDTH TRENCH MINIMUM WIDTH THICKNESS < 4-INCH 18 INCHES 4 INCHES 4- TO 15-INCH OD + 18 INCHES 4 INCHES > 18-INCH OD + 24 INCHES 6 INCHES MULTIPLE PIPES, AGGREGATE WIDTH CONDUITS, CABLES, OR + 18 INCHES 4 INCHES DUCT BANK < 12-INCHES MULTIPLE PIPES, AGGREGATE WIDTH 12 INCHES 48-INCH + 48 INCHES OD = OUTSIDE DIAMETER AGGREGATE WIDTH = MULTIPLE PIPES OD + SPACE BETWEEN PIPES (12 INCHES MIN) OR AS SHOWN TYPICAL TRENCH NTS ©CH2M HILL CLEAN WATER SERVICES ( 2310 DURHAM AWWTF PHASE 5B2 CH2MHILL 02320.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 CUT PRIOR TO TRENCHING 1'-0" MIN SEAL AND COVER COAT, IF SPECIFIED AC PAVEMENT 2220 EXISTING ASPHALT CONCRETE SAW CUT JUST •T. ;•i4*••4 PRIOR TO PAVING • v PRIME COAT, AC PAVEMENT SECTIO • IF SPECIFIED 61.. Isee :t. TRENCH BACKFILL ABOVE PIPE ZONE BASE COURSE ASPHALT SURFACING NOTES: 1. IF LOCATION OF TRENCH SAW CUT IS WITHIN 2 FEET OF AN EXISTING JOINT OR EDGE OF CONCRETE, REPLACE ENTIRE CONCRETE TO THE JOINT OR EDGE. SURFACE RESTORATION NTS ©CH2M HILL CLEAN WATER SERVICES C2320 DURHAM AWWTF PHASE 5B2 CH2NIHILL 02335.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 CONTROLLED LOW-STRENGTH i MATERIAL (CLSM) MINIMUM ALLOWABLE CLEARANCE IS 3" f\--‘7 IINHE i CLSM 12" TYP 12" TYP PLAN SECTION 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". 3. AT ALL PIPE CROSSINGS WHERE A NEW PIPELINE IS CROSSING UNDER AN EXISTING PIPELINE. 4. REFER TO SPECIFICATION SECTION 02320 FOR CLSM REQUIREMENTS. TRENCH PIPE CROSSING NTS ©CH2M HILL CLEAN WATER SERVICES ( 2335 DURHAM AVVVVTF PHASE 5B2 CH2MH 02400.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 AS SPECIFIED r OR SHOWN FLEXIBLE MANHOLE TOP MANHOLE ( 2420 ) OR( 2422 CONNECTOR ^, o.. PROVIDE JOINT ON PIPE WITHIN PRECAST MANHOLE 1'-6" OF OUTSIDE SECTIONS FACE OF MANHOLE GROUT IN EVEN ' SLOPE FROM FLOW LINE TO _.'._._. ._._._._. ®��._._ 4„ FLOW LINE MIN 6, CO POURED OR PRECAST LESS THAN 2'-0" o o', CONC BASE AT• •• 71_171/ o.•o; CONTRACTORS 4 OPTION S . ! .ps• SLOPE 2" COMPACTED 0,,•••.A„‘ ° �',�I��.� �'��,:�� / PER 1'-0" IMPORTED PIPE / ••,•..•.V BEDDING TO Q' z V UNDISTURBED i_n EARTH, 6" MIN PRECAST BASE CAST-IN-PLACE BASE ....r T �► MANHOLE BASE SECTION - 6" TO 24" PIPE NTS ®CH2M HILL CLEAN WATER SERVICES ( 2400 DURHAM AWWTF PHASE 5B2 CH2MHILL 1 02420.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 MANHOLE FRAME AND COVER PRECAST CONC C 2425 GRADE RINGS FINISH GRADE VARIES AS REQD GROUT 2" MINIMUM '1 i o.. 12" MAXIMUM .o • PRECAST ECCENTRIC CONE o ;b PRECAST MANHOLE `~ SECTIONS g • i o,e MANHOLE BASE----- o AS SPECIFIED 2400 ) i OR SHOWN 1 ECCENTRIC MANHOLE TOP SECTION NTS ©CH2M HILL CLEAN WATER SERVICES ( 2420 DURHAM AWWTF PHASE 5B2 CH2MHILL 02422.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 MANHOLE FRAME PRECAST 2", AND COVER 4" OR 6" GRADE 2425 RINGS FINISH GRADE GROUT ; VARIES AS REINFORCED STANDARD REQUIRED 2" MINIMUM TOP SLAB DESIGNED 12" MAXIMUM FOR H2O LOADING- -o"0:°:0.0'.0. .0•..o: "'':' r 2'-1" t;. `1 PRECAST MANHOLE • o< SECTION - ' g MANHOLE BASE .. AS SPECIFIED 2400 OR SHOWN FLAT TOP MANHOLE NTS CLEAN WATER SERVICES ( 2422 DURHAM AVVVVfF PHASE 5B2 CH2MHILL 02425.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 a _ .- DRAIN - -� LETTERING "DRAIN" OR "SEWER" SOLID COVER MACHINE TO A TRUE 25" 1/8" R 1" 1" 1 1 1 M 1 CV 3/4" 23" SECTION MANHOLE FRAME AND COVER NTS C CH2M HILL CLEAN WATER SERVICES ( 2425 DURHAM AVWVfF PHASE 5B2 CH2MH .L 02431.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 PRE-CAST OR CORE FLEXIBLE CONNECTOR DRILLED HOLE a a SST BAND ■ 7—A A- C PROCESS PIPE � d d MANHOLE WALL MANHOLE WALL INTERIOR SIDE SECTION EARTH SIDE PIPE CONNECTIONS NTS ©CH2M HILL CLEAN WATER SERVICES ( 2431 DURHAM AVVVV F PHASE 5B2 CH2NIHILL 02440.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 _M co • • • • • 1 Cfl L. 9" 1'-5 1/8" r � CLEANOUT FRAME AND COVER ASPHALT OTHER CONCRETE , AREAS 2'-0" SQ CLEANOUT FRAME AND COVER ) a� oriarrpl iii.. WATERTIGHT PIPE PLU CONCRETE COLLAR • PIPE OD + 1" • PROVIDE PIPE BEDDING MATERIAL • : 45° BEND FOR A MINIMUM OF 8" -- AROUND CLEANOUT WYE PLUG OR ADAPTER TO 1�� SERVICE CONN PIPE ;% r' AS REQUIRED PIPE BEDDING SERVICE CONN PIPE, MATERIAL AS SPECIFIED IF REQUIRED CLEANOUT EXTERIOR CLEANOUT NTS ©CH2M HILL CLEAN WATER SERVICES ( 2440 DURHAM AWWTF PHASE 5B2 CH2MHILL 02460.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 B A Wr ...._T- NNNN,,,t1.\. s ■1 N- FRAME AND GRATE C 2462 PLAN ASPHALT CONCRETE PAVEMENT 1/4" LIP ,��.1r, o .o a , . , e--) , , o QO •a � Q o v 000 v o Q. 0 v0 o, o O a 1 Cli, cc.:) :t: o o 0,000' D a 15" 1 a °° 12" MAX ° MAX ,0 CO Oa vQ 00c o .o o, o Oo Qp O° v v v v . 0 0, o Oo 6: oO 0 O .Ooao10a 00 Q Q O,OO%ao.Oa o 0 <o. o. o 0 ao. 0. — Lip" 2'-4 1/4" 6" L.,6" 1'-8 7/8" 6" OSECTION O SECTION NTS NTS CATCH BASIN NTS C CH2M HILL CLEAN WATER SERVICES ( 2460 DURHAM AVWVTF PHASE 5B2 C112MHIL 02462.dgn 11/14/2014 CH2MHILL PROJECT NO. 495379 1-10 3/4" 1 -9 3/8" rl 1 A _ co N I I I I 2 1/2��x 1/2" _ FLAT BAR N N 2 1/2" 3"x2 1/2"x3/8" TYP 5/8" x 3" BOLTS TYP ANGLE—\ \ 3/4" 2 EACH END 3/4" V 1 SECTION FRAME PLAN I �l _ NTS 1'-9" 2 1/2" r 1 N II1IIIIIIYIIIIIfI1II A I I 3/8" x 2 1/2" CROSS BARS CC IIIIIuI I uIIIIIIIIIIII FLAT BARS 3/8" ROUND OR Q I 1 1111 11 11 11 II II 11 11111 AT 1 7/8 " _ RECTANGULAR °° z ON CENTER BAR Z � � Illl � � ll � � l N o 4 JIIIIIIII1llll1III11 o III11 IIll1II11IIII11L 1111 11 11 111111 1111111 I N' 1IIIII111111111I11111 y A TYP BOTH ENDS 3/8" x 2" ►2"� OUTER BARS AND B FLAT BAR EVERY SECOND 1 EACH END O SECTION INNER BAR NTS 3/16" GRATE PLAN CATCH BASIN FRAME AND GRATE NTS ©CH2M HILL CLEAN WATER SERVICES ( 2462 DURHAM AVWV F PHASE 5B2 CH2MHILL 02470.dgn 1/19/2015 CH2MHILL PROJECT NO. 495379 CONCRETE CURB WHERE REQUIRED 3'-O" TYP ROAD SURFACE z 2 I I 3'-0" TYP SLEEVE: PVC SCHED 40 PIPE --/i PIPE SLEEVE NTS CLEAN WATER SERVICES C 2470 DURHAM AWWTF PHASE 5B2 CH2MHILL 03040.dgn 2015\01109 CH2MHILL PROJECT NO. 495379 N co t _ ___ ____ ___ __/---- EN.,t ELEVATION 2'-0" f 2" 1 c," 2 - o z_ ,-+ CI II III illi . M 1 PLAN PRECAST CONCRETE SPLASHBLOCK .SPLASHBLOCK NTS CLEAN WATER SERVICES ( 3040 ) DURHAM AVWV F PHASE 5B2 CH2MH LL 03051.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 EXPOSED FACE OF WALL INSIDE OR WATER FILL WITH DRY PACK SIDE OF WALL NONSHRINK GROUT, SEE NOTES :O USE CONICAL TYPE :0 -p• <:p�:o INSERTS EACH FACE DEPTH OF CONE AS :° o_ •oo. SPECIFIED, TYP WATERSTOP- NOTES: 1. THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF WALLS SHALL BE APPROXIMATELY EQUAL HORIZONTALLY AND VERTICALLY AND SHALL BE UNIFORM IN EACH DIRECTION. 2. DRY PACK METHOD SHALL BE AS SPECIFIED USING STEEL TOOLS. FORM SNAP-TIE HOLE NTS CLEAN WATER SERVICES ( 3051 DURHAM AWVVTF PHASE 5B2 CH2MHILL 03052.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 0 MECHANICALLY �p ° V. 00 SANDBLAST ° ROUGHEN OR o SANDBLAST °° ° O EXTERIOR (DRY SIDE) TAPER-TIE HOLE ° ° ° ° f FACE OF WALL SURFACES °O. 0 0 o p ° o COAT HOLE WITH BONDING AGENT DRYPACK DRYPACK WATER SIDE DRY SIDE ° ° O,D DRIVE IN VINYL PLUG, OV° ° v° °o SIZE OF PLUG AS INTERIOR (WATER � ° ° o ° ° ° REQD TO FIT TIGHT SIDE) FACE OF WALL ° ° ° ° AT CENTER OF WALL — NOTE: MINIMUM HOLE DIAMETER AT EXTERIOR FACE = 1". TAPER HOLE SO THAT MINIMUM HOLE DIAMETER AT INTERIOR FACE = 1 1/4" CONSTRUCTION STEPS: 1. SANDBLAST OR MECHANICALLY ROUGHEN WITH ELECTRIC EQUIPMENT. 2. DRIVE IN VINYL PLUG. 3. COAT HOLE ON DRY SIDE OF PLUG AND WHILE BONDING AGENT IS TACKY, DRYPACK. 4. COAT HOLE ON WATER SIDE OF PLUG AND WHILE BONDING AGENT IS TACKY, DRYPACK. 5. USE CATEGORY II, NON-SHRINK GROUT AS SPECIFIED. ALTERNATE FORM TIE-THROUGH BOLT NTS CLEAN WATER SERVICES ( 3052 DURHAM AWWTF PHASE 5B2 CH2MH LL 03061.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 2.. GRIND AND REMOVE EXTRA CONCRETE IN PLYWOOD FORM 2�� POURING SPOUT SEEPAGE RING CARRY FORM 3" ABOVE• rt �' • TOP OF OPENING II 45° IIL PIPE AS REQUIRED 1 I� SQUARE OPENING = �I �I CONCRETE MIX AS DIAMETER OF I �� ,pp- SPECIFIED FLANGE OR �I �� BELL PLUS 2" /A 1/2"x3/4" DEEP RECESS I !I FOR DRYPACK GROUT �I .' �� AT BOTTOM & SIDES, li G SEE ( 3103 ) HYDROPHILIC WATERSTOP 2" FORM KEY AT ALL AROUND 3103 BOTTOM & 2 SIDES WATER SIDE WALL THICKNESS NOTES: 1. PIPE BLOCKOUT NOT TO BE USED WITHOUT WRITTEN APPROVAL OF ENGINEER UNLESS SPECIFICALLY INDICATED ON PLANS. 2. COAT CONCRETE ENCASED PORTION OF PIPE WITH SPECIFIED COATING SYSTEM. 3. REINFORCE AROUND BLOCKOUT OPENING PER ( 3301 4. CONTINUE TYPICAL WALL REINFORCING THROUGH BLOCKOUT. FIELD CUT REINFORCING ONLY AS REQUIRED TO CLEAR PIPE. PIPE BLOCKOUT NTS CLEAN WATER SERVICES ( 3061 DURHAM AWWTF PHASE 5B2 CHZMHI .L 03101.dgn 1/9/2015 CH2MHtLL PROJECT NO. 495379 "A" "F"-APPROXIMATE "C"-MIN STEM "D"-CENTER BULB NO. OF RIBS THICKNESS � OUTSIDE DIA EA SIDE, EA @ OUTSIDE FACE OF WS 4'4,,40 2 2 e S 4 %.ice∎∎∎ ■% .%� 4 "4: 4 I N" ■■•■• r��•,∎4 : ��•�•��.!�•••;!�1 1/8" PROJECTION �`�4S P.• ALL RIBS, TYP "B"-MIN STEM "E"-MIN BULB 5/32" THICKNESS THICKNESS TYP @ CTR BULB SIZE "A" "B" "C" "D" "E" "F" 6"x3/8" 6" 3/8" 3/8" 7/8" 1/4" 6 9"x3/8" 9" 3/8" 3/8" 1" 1/4" 8 NOTES: 1. NON-ROUND CENTER BULBS SHALL HAVE A MINIMUM OUTSIDE DIMENSION OF 'D'. 2. SEE SPLICE DETAIL MD 3. BULB TYPE WATERSTOP SHOWN IS REQUIRED FOR EXPANSION AND CONTROL JOINTS. SIMILAR WATERSTOPS WITHOUT CENTER BULB MAY BE SUBSTITUTED AT CONSTRUCTION JOINTS. 4. USE 6 INCH WATERSTOPS IN ALL CONSTRUCTION JOINTS UNLESS SPECIFICALLY SHOWN OTHERWISE. PLASTIC WATERSTOP NTS CLEAN WATER SERVICES ( 3101 DURHAM AWWTF PHASE 5B2 CH2MHILL 03103.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 FORMED CONTINUOUS GROOVE, SEE GROUTING WET FACE OF WALL PROCEDURE OR SLAB 3/4" (INTERIOR — WATER HOLDING STRUCTURES) 1/2" (EXTERIOR — DRY BELOW No GRADE STRUCTURES) MJ o U rS o' , O \=":070qp6eo .. ° .. Qby. EXISTING CONCRETE DRY FACE CONTINUOUS HYDROPHILIC WATERSTOP, GRIND NEW CONCRETE CONTINUOUS SMOOTH SURFACE, BOND IN PLACE AS RECOMMENDED BY MANUFACTURER CONSTRUCTION JOINT NOTE: FOR USE IN NON—MOVING CONSTRUCTION JOINTS AND ONLY WHERE SPECIFICALLY INDICATED ON PLANS. GROUTING PROCEDURE: 1 . WAIT UNTIL NEW CONCRETE MINIMUM 28 DAYS OLD PRIOR TO GROUTING GROOVE. 2. ROUGHEN AND CLEAN SURFACES OF GROOVE WITH POWER WIRE BRUSH OR SANDBLASTING. 3. SATURATE AREA FOR 24 HOURS PRIOR TO GROUTING. 4. DRY PACK WITH TYPE II NON—SHRINK GROUT. 5. USE STEEL HAMMER AND STEEL TOOL TO DENSELY PACK GROUT INTO GROOVE. 6. WATER CURE GROUT FOR 4 DAYS MINIMUM. HYDROPHILIC/GROOVE WATERSTOP NTS CLEAN WATER SERVICES ( 3103 DURHAM AWWTF PHASE 5B2 C',,,2 MH .L 03111.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 MITER CORNERS OF VERTICAL JOINTS & WELD SIMILAR AS SHOWN BELOW FOR IN-PLANE JOINTS VERTICAL ELL VERTICAL TEE VERTICAL CROSS SECOND WELD SECOND FIRST FIRST WELD WELD WELD II \\- -71 =III THIRD 11l WELD +II 1 FLAT ELL FLAT TEE FLAT CROSS NOTE: ALL WELDS SHALL BE PER WATERSTOP MANUFACTURER'S RECOMMENDATIONS. WATERSTOP JOINTS NTS CLEAN WATER SERVICES ( 3111 DURHAM AWWTF PHASE 5B2 ,CH2MHILL 03112.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 CONCRETE WALL WS IN WALL _IA_ FOOTING WS IN VERTICAL BASE SLAB B J OINT WALL JOINT WS IN WALL BASE WATERSTOP IN BASE CONSTRUCTION JOINT, SLAB JOINT SEE 3154 CONCRETE SLAB r CONCRETE FOOTING OR BASE SLAB -f_...........„.....„,„ : . BOND WS AT ALL INTERSECTIONS, SEE NOTE 3. NOTES: 1. SUBMIT DETAILS OF SPLICING AND LOCATION. 2. BOND OR SPLICE ALL HORIZONTAL TRANSVERSE WATERSTOPS IN BASE SLAB JOINTS TO CONTINUOUS LONGITUDINAL WATERSTOP IN WALL BASE FOR COMPLETE SEAL. 3. BOND OR SPLICE ALL VERTICAL WATERSTOPS IN WALL JOINTS TO LONGITUDINAL WATERSTOP IN WALL BASE FOR COMPLETE SEAL, SEE ® FLAT CROSS JOINT. 4. FOR PLASTIC WATERSTOP DETAILS, SEE ( 3101 WATERSTOP CONNECTION NTS CLEAN WATER SERVICES ( 3112 DURHAM AVWVTF PHASE 5B2 CH2MHILL 03121.dgn 2015\01\15 CH2MHILL PROJECT NO. 495379 DOWELS W/ MECHANICAL THREADED CONNECTORS FOR FUTURE CONSTRUCTION, SEE 3253 /- PROTECTIVE CAPS I-. 4 1/2" !' 6" PLASTIC WATERSTOP CTRD IN WALL OR SLAB, SEE ( 3101 1111,=1lIIIII11; M r I 5A ' ",7- 1 1/4" NOTES: 1. PROVIDE SEALANT AT tCL --_\ 1 1/2" ALL EDGES, CORNERS, WALL OR AND JOINTS. SLAB 2. PROVIDE WATERTIGHT 1 1/4" 12 GAGE SST CLOSURE IIIIIIIfmn: 11 PLATE AT FREE ENDS. 3. WHERE APPLICABLE, I M ADJUST SPACING OF ANCHORS TO CLEAR 12 GA SST REBAR MECHANICAL PLATE CONTINUOUS THREADED CONNECTORS. SEE NOTE 3 6" rMx1 XX " Q + iiil1r 12 GA SST �, 3/8" DIA SST ADHESIVE WATERSTOP ANCHORS @ 1'-0" OC, PROTECTORS �}- STAGGER FOR 2'-0" 8 11 CENTERS EA SIDE, SEE NOTE 3 CORNER DETAIL WATERSTOP PROTECTOR NTS CLEAN WATER SERVICES ( 3121 DURHAM AWWTF PHASE 5B2 CH2MHILL 03142.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 3/8" TOOLED JOINT TYP SLAB REINF ROUGHEN AND CLEAN CONTINUOUS THROUGH JOINT SEE NOTE t • • . . � on - - - - - H QJ Y • • /4444-°-1-1-• • • CO 6" PLASTIC TYPICAL SLAB REINF WATERSTOP, BOND T&B, EA SIDE OF JOINT 2" CLR, TO INTERSECTING TYP WATERSTOP, TYP NOTE: WATERSTOP DEPTH = T/2 OR 6 1/2" MAXIMUM WHEN USED IN CONJUNCTION WITH DETAIL ( 3154 SLAB CONSTRUCTION JOINT NTS CLEAN WATER SERVICES ( 3142 DURHAM AWWTF PHASE 5B2 CH2IIAH _L 03151.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 6" PLASTIC WATERSTOP CONTINUOUS, STOP 1 1/2" FROM TOP OF WALL uN J W Q Y • ROUGHEN AND CLEAN LAP REINF AS INDICATED ON PLANS PLAN NOTE: ALL REINFORCING CONTINUOUS ACROSS JOINT. WALL VERTICAL CONSTRUCTION JOINT NTS CLEAN WATER SERVICES ( 3151 DURHAM AWVVTF PHASE 5B2 CH2MHILL 03154.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 EQUAL 6" PLASTIC WATERSTOP CONSTRUCTION iv JOINT co U 4 LOCATION OF BASE SLAB TOP REINF SEE PLANS NOTES: 1. FOR WALLS WITH SINGLE MAT OF REINFORCING LOCATE WATERSTOP ON LIQUID FACE, 1" CLEAR OF REINFORCEMENT. 2. SECURE WATERSTOP IN-PLACE AS SPECIFIED. WALL BASE CONSTRUCTION JOINT NTS CLEAN WATER SERVICES ( 3154 DURHAM AWWTF PHASE 5B2 CHZMHIL . 03212.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 JOINT TREATMENT( 3228 3/8" RADIUS TOOLED EDG 6" PLASTIC WATERSTOP, BOND TO INTERSECTING STOP SLAB REINFORCING WATERSTOP, TYP AT JOINT, TYP X L co • N � H g coZ • - - - - - - - - - - H J cn • • 1 2 LAYERS OF /- ROOFING FELT] I 1 6" x 1'-6" 3/4" 2" UNREINFORCED ♦CLR CONCRETE PAD BASE SLAB EXPANSION JOINT NTS CLEAN WATER SERVICES ( 3212 DURHAM AWWTF PHASE 5B2 CH2MHILL 03228.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 POURABLE JOINT FILLER TO WITHIN WATERSTOP 1/2" OF TOP OF SLAB LIQUID SIDE SURFACE a 0 0 0 C o 0 0•OO<,O• O O -0 O a 0- O • O • O • • o 00 0 0 .o oa0.o o O .0 f°0'0° 0 3/4" BITUMINOUS PREMOLDED JOINT FILLER SECTION AT LIQUID HOLDING SLABS (SEE NOTE 2) SEALANT WATERSTOP �o�o ♦ � ao O gig° p SEALANT o. o. .ao < o 3/4" j BITUMINOUS PREMOLDED JOINT FILLER, EA SIDE OF • ' WATERSTOP t / BACKUP MATERIAL PREMOLDED JOINT FILLER SECTION AT NON-LIQUID HOLDING SLABS NOTES: 1. ATTACH PREMOLDED JOINT FILLER WITH 8d GALVANIZED NAILS @ 1-0" SPACING EMBEDDED IN FIRST SLAB POUR. 2. LIQUID HOLDING SLABS INCLUDING AREAS FOR TEMPORARY SECONDARY CONTAINMENT. SLAB EXPANSION JOINT TREATMENT NTS CLEAN WATER SERVICES ( 3228 DURHAM AWWTF PHASE 5B2 —CFI2MHILL 03231.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 JOINT TREATMENT (3239) SIM STOP HORIZ REINF AT JOINT EXTERIOR FACE Yw =Mk ,'lig i i JO U) TYP VERT REINF INTERIOR 3/4" 1/2" CHAMFER, TYP FACE OF WALL 1/2" TO 1" CLR PLAN WALL VERTICAL EXPANSION JOINT NTS CLEAN WATER SERVICES ( 3231 DURHAM AWVV F PHASE 5B2 CH2MHI 03232.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 CAST THIS WALL SECTION FIRST 1'-6" EXTEND 9„ 6" JOINT TREATMENT HORIZ REINF TO t } 3239 2" CLR AT JOINT TYP I TYP 2" CLR I ADDITIONAL #5 VERT SEE NOTE 2 1 j 3/4" EA FACE AT HAIRPINS, TYP EXTERIOR FACE TYP VERT REINF I I NOTE 3 cn I•. �� es rLIMe1 N Z MEE g , ■ H w U p = Z 1" CLR 2 - #3 HAIRPINS AT EA MIN DOWEL, TIE TO DOWEL AND TO #5 VERTICALS, TYP — INTERIOR (WATERSIDE) FACE OF WALL 9" PLASTIC WATERSTOP, 1/2" CHAMFER, TYP BOND TO WATERSTOP IN BASE SLAB, SEE NOTE 4 PLAN NOTES: 1 . FOR WALLS WITH THICKNESS OF 10" THRU 24". FOR 10" WALLS LOCATE DOWELS 4" FROM FACE OF WALL INSTEAD OF T/2 INDICATED. 2. 1" DIA x 3'-0" SMOOTH COATED BAR DOWELS. LOCATE AT 1'-0" MAX FROM TOP AND 2'-0" FROM BOTTOM OF WALL AND AT 2'-0" MAX SPACING. ALIGN AND TIE-IN-PLACE TO REINF. COATING SHALL CONSIST OF A CORROSION RESISTANT COATING PLUS A LUBRICANT COATING AS SPECIFIED. 3. 1" ID x 2" PLASTIC CAP WITH 1" POLYSTYRENE BETWEEN END OF DOWEL AND END CAP. TAPE TO BAR FOR WATERTIGHT SEAL. 4. BEND VERTICAL JOINT WATERSTOP OVER TO CENTERLINE OF WALL IN BOTTOM 2'-0" OF WALL, AND SPLICE TO WATERSTOP IN WALL BASE CONSTRUCTION JOINT. SEE MED WALL VERTICAL EXPANSION JOINT NTS CLEAN WATER SERVICES ( 3232 DURHAM AWWTF PHASE 5B2 CH2MH LL 03239.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 SEALANT BACKUP MATERIAL / •� / M \ y /; -_k / PREMOLDED /' JOINT FILLER BITUMINOUS PREMOLDED / j JOINT FILLER, EA SIDE / OF WATERSTOP, ATTACH 3/4" i EXTERIOR EXPOSED WITH 8d GALV NAILS AT / SURFACE TO TWO 1 -0 SPACING EMBEDDED i' FEET BELOW GRADE IN FIRST WALL POUR . " -t 0 i Ikkii 0 .0°a0•;,, WATERSTOP INTERIOR EXPOSED SURFACE, LIQUID SIDE SURFACE (INCLUDING AREAS FOR TEMPORARY SECONDARY CONTAINMENT) OR EXTERIOR SURFACE BEHIND BRICK OR BELOW GRADE PLAN WALL EXPANSION JOINT TREATMENT NTS CLEAN WATER SERVICES ( 3239 DURHAM AWVVTF PHASE 5B2 CH2MH 03253.dgn 2015\01115 CH2MHILL PROJECT NO. 495379 MECHANICAL THREADED CONNECTORS ON DOWELS. THREAD DOWELS TO MIDPOINT OF COUPLING SLEEVE AND LOCK IN PLACE W/ LOCKNUT, TYP WATERSTOP DOWELS TO MATCH SIZE AND PROTECTOR OM SPACING OF CONCRETE SLAB OR WALL REINF OR AS NOTED ON PLANS 1 -- N I- N FUTURE REINF THREADED 6" PLASTIC WATERSTOP INTO MECHANICAL THREADED CONNECTORS FUTURE CONSTRUCTION JOINT FUTURE CONCRETE SLAB OR WALL NOTES: 1. DETAILS SHOWN ARE APPLICABLE FOR FUTURE EXPANSION AT A CONSTRUCTION JOINT. 2. PROVIDE PROTECTIVE INSERTS FOR THREADED CONNECTORS. WALL OR SLAB FUTURE CONSTRUCTION NTS CLEAN WATER SERVICES ( 3253 DURHAM AWWTF PHASE 5B2 CH2MHILL 03264.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 REINFORCING BAR DOWELS, FOR ALL WATER HOLDING DRILL AND ADHESIVE ANCHOR AND DRY BELOW GRADE INTO EXISTING CONCRETE, SEE ( 3265 ) STRUCTURES, SEE #5 @6" TYPICAL UNLESS ( 3103 NOTED OTHERWISE ON PLANS WET FACE OF WALL OR EXPANSION OR SLAB (INTERIOR WATER CONTROL JOINT 1' 6,, MIN HOLDING STRUCTURES) AS NOTED ON PLANS (EXTERIOR - DRY BELOW (" GRADE STRUCTURES) F- T A H ` ' - 1 DRY FACE 180° HOOK GRIND CONT SMOOTH SURFACE FOR HYDROPHILIC WATERSTOP ROUGHEN SURFACE 1\+ OF EXST CONC TO WALL - PLAN FULL 1/4" AMPLITUDE AND CLEAN SEE NOTES ABOVE 1'-6" MIN c., — '• WET FACE ;Al r J 1 I DRY FACE 180° HOOK SAW-CUT SURFACES OF ,, v,. , CONCRETE TO 3/4" DEPTH 3/4" THEN CHIP TO REMOVE 3/4" GRIND CONT SMOOTH x CONT KEYWAY FULL DEPTH SURFACE FOR OF SLAB. USE CARE NOT TO HYDROPHILIC DAMAGE EXISTING REINFORCING. WATERSTOP SLAB - SECTION CONNECTION OF NEW CONCRETE TO EXISTING NTS CLEAN WATER SERVICES ( 3264 DURHAM AWWTF PHASE 5B2 CH21101HILL 03265.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 END OF EXISTING WALL OR SLAB MINIMUM EMBEDMENT "B" STD LAP LENGTH, SEE GENERAL HOLE DIA AS RECOMMENDED STRUCTURAL NOTES BY ADHESIVE MANUFACTURER MIN EDGE DISTANC = = T/2, SEE NOTE 4 REBAR DOWELS, i 4, SEE DRAWINGS ____ _ _ _ FOR SIZE J � AND SPACING NEW WALL OR EXISTING REINFORCING SLAB EXTENSION LIMITED EDGE DISTANCE STD LAP LENGTH T� NEW WALL OR SLAB SEE GENERAL STRUCTURAL NOTES FACE OF EXISTING WALL OR SLAB EXISTING REINFORCING MINIMUM EMBEDMENT "A" 3/4 H MAX WALL OR SLAB LJ THICKNESS, H UNLIMITED EDGE DISTANCE DOWEL MINIMUM MINIMUM MINIMUM SIZE EDGE DIST EMBEDMENT A EMBEDMENT B #3 2 1/2" 5" 8" #4 3 1/2" 7" 11" #5 4" 8" 13" #6 5" 10 1/2" 16" #7 6" 12 1/2" 20" #8 7" 14" 22" NOTES: #9 7 1/2" 15" 24" 1 . CONFORM TO THE REQUIREMENTS OF SPECIFICATION SECTION 03215, CONCRETE DOWELING. 2. FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 3. USE MINIMUM EMBEDMENTS SHOWN, EXCEPT USE MANUFACTURER'S MINIMUM RECOMMENDED EMBEDMENT IF GREATER. 4. LOCATE DOWELS CENTERED IN WALL OR SLAB UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED, STAGGER SPACING & LOCATE ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES. ADHESIVE DOWEL NTS CLEAN WATER SERVICES ( 3265 DURHAM AWWTF PHASE 5B2 CH2MHILL 03266.dgn 2015\01115 CH2MHILL PROJECT NO. 495379 -- 1 NEW OPNG SEE NOTE 2 I I SEE NOTE 3 EXST CONCRETE WALL OR SLAB EXST REBAR PLAN OR ELEVATION EXST CONCRETE WALL OR SLAB TO REMAIN • V vI i�,v iow--�� . • - . • • s..d.. . . 4 EXST CONCRETE WALL NEW SAW CUT SURFACE OR SLAB SECTION TO BE OF EXISTING CONCRETE REMOVED, SEE PLANS AND REBAR, SEE NOTE 3 SECTION NEW OPENING IN EXISTING WALL OR SLAB NOTES: 1. SUPPORT ADJACENT ELEVATED SLABS AND CUT SLAB SECTION UNTIL CUTTING OPERATION IS COMPLETE. 2. CORE DRILL CORNERS TO DIAMETER REQUIRED TO PREVENT OVER CUTTING OF REBAR AND CONCRETE BEYOND OPENING. 3. COAT MINIMUM 2" DIAMETER OVER AND AROUND CUT REBAR WITH SYSTEM 19a PER SPECIFICATION SECTION 09900. THE ENTIRE CUT SURFACE MAY BE COATED. SURFACE TREATMENT OF NEW OPENINGS IN EXISTING CONCRETE NTS CLEAN WATER SERVICES ( 3266 DURHAM AWWTF PHASE 5B2 CH2MHILL 03270.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 ROUGHEN SURFACE OF EXISTING WALL OPENING TO FULL 1/4" MINIMUM AMPLITUDE, CLEAN AND SOAK PRIOR TO POURING CONCRETE #5 x 1'-6" ADHESIVE DOWLES, CENTER IN WALL, AT 9" SPACING ALL AROUND PERIMETER OF OPENING, DRILL AND 3/4" 1 1/2" EPDXY 6" MINIMUM INTO EXISTING CONCRETE (3 ANCHORS MINIMUM EACH CLR CLR SIDE OF OPENING) SEE NOTE Z WALL THICKNESS TO MATCH EXISTING C� o z #4 @12" EW EF, TYP El' SEE NOTE a O 2 0 z CURE CONCRETE AS SPECIFIED FOR PATCHING, DO NOT REMOVE SUPPORTING FORMS AND DO NOT LOAD UNTIL CONCRETE ATTAINS 80% OF 28 DAY DESIGN STRENGTH EXISTING STRUCTURAL . '' WALL NOTE: WHERE OPENING WIDTH IS LESS THAN 1'-6" PROVIDE #5x1-0" DOWELS WITH 90° HOOK AND 4" EMBEDMENT. HOOK ENDS OF#4 REINFORCING. EXISTING WALL OPENING REPAIR NTS CLEAN WATER SERVICES ( 3270 DURHAM AVVWTF PHASE 5B2 CH2NIHILL 03271.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 ROUGHEN SURFACE OF EXISTING SLAB OPENING TO FULL 1/4" MINIMUM AMPLITUDE, CLEAN AND SOAK PRIOR TO POURING CONCRETE 4'-0" MAX r EXISTING SLAB OPENING STRUCTURAL - r_____ SLAB `�" ct U _._,_ -- • c;\._ . 6 00 e r= i SLAB THICKNESS TO #4 @12" EW M U MATCH EXISTING (6" MINIMUM) T & B, TYP 5/8" DIAMETER x 1'-6" THREADED ROD CURE CONCRETE AS SPECIFIED ADHESIVE ANCHORS, CENTER IN SLAB, FOR PATCHING, DO NOT REMOVE AT 8" SPACING ALL AROUND PERIMETER SUPPORTING FORMS AND DO NOT OF OPENING, DRILL AND EPDXY 6" LOAD UNTIL CONCRETE ATTAINS MINIMUM INTO EXISTING CONCRETE FULL 28 DAY DESIGN STRENGTH (3 ANCHORS MINIMUM EACH SIDE OF OPENING) EXISTING SLAB OPENING REPAIR NTS CLEAN WATER SERVICES ( 3271 DURHAM AVVVVTF PHASE 5B2 C11IZMHI _L 03273.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 SAW-CUT AND CHIP TO REMOVE FINISH SLAB OR WALL UNDER REMOVED EXISTING CONCRETE TO BE CONCRETE TO MATCH EXISTING ADJACENT REMOVED, USE CARE NOT TO CONCRETE FINISH, REPAIR ROUGH OR DAMAGE EXISTING ADJACENT DAMAGED SURFACES AS NOTED CONCRETE SURFACES TO REMAIN ♦ 'A k L�� ----- - A. - A. ----- �.� • ►�♦�♦�♦�.�♦�♦�♦/, EXISTING CONCRETE ,,•♦•.♦♦♦♦♦♦♦•♦♦♦t REOLAB TO REMAIN .ao:o.° ")°.o,.. o. o. CORE DRILL 2" DIAMETER HOLE, 1 1/2" DEEP, AND CHIP AND GRIND TO REMOVE EXISTING REINFORCING TO 1 1/2" MIN BELOW TOP OF EXISTING CONCRETE TO REMAIN, CLEAN AND SOAK, AND DRY-PACK WITH NON-SHRINK GROUT NOTES: 1. REMOVE CONCRETE OUT TO SOUND CONCRETE. 2. IF CHIPPING INTO THE SURFACE OF THE EXISTING SLAB OR WALL TO REMAIN IS REQUIRED, MAKE EDGES PERPENDICULAR TO THE SURFACE. DO NOT FEATHER EDGES. 3. FILL DEFECTIVE AREA WITH NON-SHRINK GROUT OR AN APPROVED PREPACKAGED PATCHING MATERIAL TO MATCH APPREARANCE OF ADJACENT CONCRETE SURFACES. 4. USE APPROVED BONDING AGENT ON SURFACES TO BE PATCHED PRIOR TO PLACING NON-SHRINK GROUT. 5. DEMONSTRATE METHODS FOR REPAIR USING ACTUAL MATERIALS, METHODS, AND CURING PROCEDURES REQUIRED BY MATERIAL MANUFACTURERS. CONSULT WITH BONDING AGENT MANUFACTURER AND NON-SHRINK GROUT MANUFACTURER ON TECHNIQUES. CONCRETE DEMOLITION NTS CLEAN WATER SERVICES ( 3273 DURHAM AVVVVTF PHASE 5B2 CH2MHILL 03301.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 ADD 1 - #5x4'-0" DIAG SEE NOTE 1 AT EA CORNER FOR STEEL REINF EA LAYER OF REINF- CUT BAND "B" TOTAL AREA OF BARS ievamprit.�l EQUAL BAND "B" BARS A__ .0. Ito.. ' I CUT, SEE NOTE 6 & 7 ,,■.-= vlia ;' Q ri OPNG 1l■Mg , OPNG k. _ diiI /- - - II STEEL REINF , , CUT BAND "A" AO TOTAL AREA OF BARS EQUAL BAND "A" BARS CUT, SEE NOTE 6 & 7 SEE NOTE 1 1 - #5 HOOP, DIA OF OPNG +8", IN EA LAYER OF REINF FOR OPNGS NOTES: LARGER THAN 8" 1. PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES. 2. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS OF BELOW GRADE AND HYDRAULIC STRUCTURES AND ALL STRUCTURAL CONCRETE SLABS UNLESS INDICATED OTHERWISE ON PLANS. 3. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS. 4. PROVIDE A MINIMUM OF 2 "A" BARS AND 2 "B" BARS EACH SIDE OF OPENING (1 EACH FACE), INCLUDING DOWELS AND CORNER BARS, TYPICAL. 5. FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS. 6. SPACE AT 3 BAR DIAMETERS (OR 3" MINIMUM) ON CENTER. LOCATE HALF OF TOTAL AREA ON EACH SIDE OF OPENING. 7. AT OPENINGS WITHIN 12" OF AN INTERSECTING WALL OR SLAB, PROVIDE ONLY THE EXTRA REINFORCEMENT WHICH WILL FIT, AT THE BAR SPACING IN NOTE 6. OPENING REINFORCING NTS CLEAN WATER SERVICES ( 3301 DURHAM AWWTF PHASE 5B2 ,CH2MHILL 03303-1.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 STD ACI-318 90° HOOK UNLESS OTHERWISE NOTED „L„ „L a. NOTE NOTE NOTE 3 3 3 A _, .f it- _, -f w . O" ' LAP, SEE 1 O `'' J z I NOTE 5, TYP Z • _- r I —___ HORIZ WALL REINFORCING r BETWEEN CORNERS AND INTERSECTIONS AS SHOWN —ham ON WALL SECTIONS, LAP V WITH CORNER AND INTERSECTION REINFORCING SINGLE REINFORCING MAT STD ACI-318 STD HOOK OR 90° HOOK OR AS NOTED ON AS NOTED ON THE DWGS THE DWGS "L" "A" BARS, NOTE NOTE NOTE SEE PLANS 3 3 3 "B" BARS „C.' BARS - - J-- -j :::: Al ----J_ s -�__ _ r w "E" BARS / w O "' I I "D" BARS I 0 co LAP, SEE z J 1 1 "G" BARS 1 1 NOTE 5 L' "F" BARS ' ' TYPICAL TYPICAL HORIZONTAL I ; WALL REINFORCING AS I -- — SHOWN ON DRAWINGS, LAP WITH CORNER AND INTERSECTION REINFORCING DOUBLE REINFORCING MAT TYPICAL WALL, CORNER AND INTERSECTION REINFORCING NTS DETAIL 1 OF 2 CLEAN WATER SERVICES ( 3303 DURHAM AVWVTF PHASE 5B2 CH2MHILL 03303-2.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 NOTES: 1 . TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCING LAYOUT IS SHOWN TO AVOID CONGESTION AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING SEE PLANS. ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING. 2. WHERE THE CORNER OR INTERSECTION REINFORCING SIZE AND 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 THE REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS. 3. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE 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 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 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 TWO REINFORCING BARS BEING SPLICED. 6. UNLESS OTHERWISE NOTED, "B" AND "C" BARS ARE THE SAME SIZE AND SPACING AND, "F" AND "G" BARS ARE THE SAME SIZE AND SPACING. TYPICAL WALL, CORNER AND INTERSECTION REINFORCING NTS DETAIL 2 OF 2 CLEAN WATER SERVICES ( 3303 DURHAM AVWVfF PHASE 5B2 CH2MHILL 03305.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 ACI MINIMUM HOOK EMBEDMENT LENGTH WALL VERTICAL BAR MIN REINFORCING SIZE EMBED #4 7" #5 9" #6 11" #7 12" #8 14" oi w cc 1 ' Q WHERE THE DOWEL LENGTH H J INDICATED ON DRAWINGS IS Z o § y GREATER THAN REQUIRED J U < LAP, WALL VERTICAL REINFORCING MIN HOOK -1 5z 0 I / MAY BE EXTENDED DOWN TO TOP OF SLAB EMBEDMENT p LENGTH o CJ ( 3154 I SLAB REINFORCING WALL DOWELS REGARDLESS OF HOW WALL DOWEL HOOKS ARE SHOWN ON DRAWINGS, REGARDLESS OF HOW WALL DOWEL HOOKS MAY BE PLACED AT OR BELOW HOOKS ARE SHOWN ON DRAWINGS, BOTH LAYERS OF BOTTOM MAT HOOKS MAY BE PLACED DIRECTLY OF SLAB REINFORCING, PROVIDED ABOVE BOTH LAYERS OF BOTTOM MAT HOOKS HAVE REQUIRED MINIMUM OF SLAB REINFORCING, PROVIDED CONCRETE COVER AT UNDERSIDE MINIMUM HOOK EMBEDMENT LENGTH OF SLAB IS MET, SEE TABLE ABOVE NOTE: WALL SECTION 1. UNLESS NOTED OTHERWISE, ALL DOWEL HOOKS SHALL EXTEND TO AND BE TIED OFF TO BOTTOM MAT OF SLAB REINFORCING. 2. HOOKS FOR WALL DOWELS MAY BE PLACED IN ANY ORIENTATION IN PLAN. VERTICAL WALL REINFORCING / DOWEL PLACEMENT NTS CLEAN WATER SERVICES ( 3305 DURHAM AWWTF PHASE 5B2 CH2MHILL 03316.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 TYPICAL OPENING REINF CONSTRUCTION JOINT AROUND PIPE SEE( 3301 �- Ci> SLAB THICKNESS I •• '+ 2�_p�� • 111, 2 - #5 EACH SIDE TYP • 1'-0" 1'-0" BOTTOM "U" SECTION OF —N TIES CONT TO END OF HYDROPHILIC WATERSTOP ENCASEMENT 11/161 CONTINUOUS ALL AROUND IN ALL CONSTRUCTION JOINTS _i TYPICAL PIPE / ENCASEMENT REINF • • . PROVIDE LEVEL BEARING AREA BELOW VERT PIPE RISER EQUAL TO ENCASEMENT ENCASEMENT RISER GROSS END AREA 8" MIN ALL_____.o #5 TIES @12" AROUND r LAP LENGTH, SEE , � GENERAL STRUCTURAL • 4„3" CLR, NOTES D.- r TYP — 7 - #5 • AP- CONTINUOUS SECTION NOTES: 1. SECTION APPLIES TO PIPES W/ DIAMETERS 18" AND SMALLER. 2. EXTEND PIPE ENCASEMENT 1'-0" BEYOND EDGE OF FOUNDATION. PIPE ENCASEMENT NTS CLEAN WATER SERVICES 3316 DURHAM AWWTF PHASE 5B2 CH2NIHILL 03321.dgn 1/15/2015 CH2MHILL PROJECT NO. 495379 WALL THICKNESS, SEEP RING WALL OPENING REINF SEE PLANS FOR STEEL PIPE SEE ( 3301 o l' Q .� o a O, ao = .o•0oa0• o p . p O o II • o ¢ (•o 6•o #5I @12" ALL I O _ • 8 AROUND 0 �' •• . _ PERIMETER ■_____ 4111C 2 - #5 HOOPS --7 F PIPE OD + 4" 1'-O", TYP PIPE AROUND PIPE PIPE OD + 2'-0" SQ r r PLAN/SECTION I ---- I 2 - #5 EA SIDE I I OF OPNG BEND VI AND LAP AS SHOWN el 2 - #5 HOOPS PIPE OD + 4" - #5 @12" EW I ..0,, •---- - I - --- i i ELEVATION PIPE COLLAR NTS CLEAN WATER SERVICES ( 3321 DURHAM AWWTF PHASE 5B2 CH2MHILL 03323.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 6" EMBED, TYP --1\i— EXISTING y END OF STL PIPE COI NC PIPE - EXISTING WALL I II n -f II II 00 I I I I II II I I I I f ' . MN - ° #5J @12" ADHESIVE J I DOWEL ALL AROUND 0 SPERIMETER HYDROPHILIC ROUGHEN EXST WS ALL AROUN1/- CONC AND CLEAN 4" CLR OF PIPE ,0I11111111111I0. AS SPECIFIED FOR SEEP RING CONSTRUCTION JT CTRD IN COLLAR /-2 SEAL AROUND PIPE W/ LEAKMASTER LV 1'-0", TYP PIPE OD + 2'-0" SQ MIN TO ENSURE CONC AROUND PIPE DOES NOT ENTER STL PIPE CTRD ON PLAN/SECTION PIPE EXISTING PIPE #5 HOOPS , PIPE OD + 4" - ----- �— T #5 EA SIDE OFOPNG I AND 12" MAX OC, NF, BEND AS SHOWN ---- - ----. #5 EA SIDE OF PIPE, f EF, BEND AND LAP 1 AS SHOWN 2 - #5 HOOPS PIPE OD + 4" . . #5 @12" EW #5 J DOWEL TO --I-_--L---_ _,- __I-___I WALL NOT REQD B.O. STL PIPE , il : ; AT BOTT OF COLLAR SEE I " WHERE #5 DOWELS NOTE TO SLAB PROVIDED, �o ; I I SEE NOTE I'-- -r----I I.: I': ; H ---ti- - I' T.O. EXST ' ISLAB ; , I I III r, III ;II III I , II, I I I I III I I III III III I I III #5 x 1'-9" @ 6", NF, I , , , III � ; �n TRIM 2" CLR PIPE -Lu u " u `II I Lu U Ui NOTE: ELEVATION PIPE COLLAR WHERE BOTTOM OF PIPE IS CLOSER THAN 1'-0" ABOVE TOP OF EXISTING NTS CONCRETE, PROVIDE #5 DOWELS TO SLAB AS SHOWN. CLEAN WATER SERVICES ( 3323 DURHAM AWWTF PHASE 5B2 CH2MHILL 03340.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 LAP LENGTH J +I O HOOK TYP HORIZ 2 Z WALL REINF INTO Z MAX 2:1 -o � Ftil FAR FACE, TYP SLOPE �\//// D - DEPTH I OF WALL //./ �Ij`�I��=I�I� g FTG, TYP 1 =b_. I �1ttt-1(1t 11)1= SLOPE H, MIN _ ' AS READ POUR AGAINST FIRM UNDISTURBED SOIL REINFORCING SAME SIZE AND SPACING AS TYPICAL WALL FOOTING. BEND AND LAP 1'-6" MINIMUM STEPPED FOOTING NTS CLEAN WATER SERVICES ( 3340 DURHAM AVWVfF PHASE 5B2 ,CH2MHILL 03356A.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 4 1/2" MIN ALL AROUND 3" MIN ALL AROUND EQUIPMENT BASE #4 @12" EW I I 1 1/2" ANCHOR BOLT, SEE NOTES - I & ANCHOR BOLT DETAILS 1 1/2" FLUID MAX NON-SHRINK GROUT 3/4" CHAMFER, TYP NI∎.!�NI1I 2 - #4 @ TOP OF PAD • d� z �� ADDL #4 @6" 1' SEE NOTE 7 jam• FOR PAD fHT > lO" • A • • ANCHOR BOLT SLEEVE #4 @12"l MIN 4 PER PAD SUSPENDED SLAB OR SLAB (#5 @12" FOR AB 3/4" DIA ON GRADE; FOR REINF AND OR LARGER) THICKNESS NOT SHOWN SEE PLANS CONSTRUCTION JOINT TYPE A GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE A NTS DETAIL 1 OF 9 CLEAN WATER SERVICES 3356 DURHAM AWWTF PHASE 5B2 CH2MHILL 03356B.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 4 1/2" MIN ALL AROUND 3" MIN ALL AROUND EQUIPMENT BASE #4 @12 EW I I 1 1/2" ANCHOR BOLT, SEE NOTES 1 1/2" FLUID • & ANCHOR BOLT DETAILS NON-SHRINK GROUT MAX ANCHOR BOLT SLEEVE 3/4" CHAMFER, TYP mi un 1I111■AllIr___ 2 - #4 © TOP OF PAD 1/© i ADDL #4 @6" 1 SEE NOTE 7 '' FOR PAD HT > 10" • `q ` •J• . • • ` • ` ` • 3357 #4 @12"l MIN 4 PER PAD (#5©12" FOR AB 3/4" DIA SUSPENDED SLAB OR OR LARGER) SLAB ON GRADE; FOR CONSTRUCTION JOINT REINF AND THICKNESS NOT SHOWN SEE PLANS TYPE B GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE B NTS DETAIL 2 OF 9 CLEAN WATER SERVICES ( 3356 DURHAM AVWVfF PHASE 5B2 CH2MHILL 03356C.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 OPNG SIZE, VERIFY W/ PLANS & EQUIP MFR FORM TO RETAIN GROUT 4 1/2" MIN ALL AROUND EQUIPMENT BASE 3" MIN ALL 1 1/2" FLUID AROUND I NON-SHRINK GROUT . ANCHOR BOLT, 1 1/2" SEE NOTES & I I - ANCHOR BOLT MAX DETAILS #4 @12" EW I I \ I /" 2 - #4 3/4" CHAMFER, TYP . :;1 1 @TOP wili` _ . . OF PAD SEE 0 - Z d� 1� ADDL #4 @6" 1' NOT 7 r .. 'wr ,� FOR PAD HT > 10" • • • • • • • • • • •, • • ` • 1 ANCHOR \ ,.X" \_ #4@12'1 MIN 4 BOLT SLEEVE PER PAD (#5 @12" 2 MIN EA SIDE FOR AB 3/4" OR OF OPNG EW I-1 LARGER) CONSTRUCTION JOINT #4 0 OR 1' FOR OPENINGS > 6" SUSPENDED SLAB; FOR REINF AND THICKNESS NOT SHOWN SEE PLANS #4 @12"L BARS AT OPNG IF "X" > 1'-6" TYPE C GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE C NTS DETAIL 3 OF 9 CLEAN WATER SERVICES 3356 DURHAM AWWTF PHASE 5B2 CH2MHILL 03356E.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 2" MIN ALL AROUND #3 @12" EW, 1" CLR OR AS REQUIRED BY FOR PAD HT < 4", ANCHORAGE #4 @12" EW, 1 1/2" CLR CALCULATIONS FOR PAD HT > 4" ti EQUIPMENT PAD HEIGHT AS EQUIPMENT PAD REQD, 3 1/2" MIN, 10" MAX 3/4" CHAMFER, TYP • • o ' EXST OR NEW SUSPENDED #4 ADHESIVE DOWEL SLAB OR SLAB ON GRADE, @ 12" OC @ PERIMETER FOR THICKNESS SEE PLANS ( 3265 NOTES: CONSTRUCTION JOINT, ROUGHEN & CLEAN PRIOR 1. WHEN ANCHORAGE OF EQUIPMENT TO PLACING PAD TO PAD IS REQUIRED, USE CONCRETE ANCHORS SPECIFIED. 2. CONCRETE PADS FOR ELECTRICAL EQUIPMENT SHALL BE 3 1/2" HIGH, UNLESS NOTED OTHERWISE. TYPE E GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE E NTS DETAIL 4 OF 9 CLEAN WATER SERVICES 3356 DURHAM AVWVTF PHASE 5B2 CH2MHILL 03356F.dgn 1/9/2015 CH2MHILL PROJECT NO 495379 4 1/2" MIN ALL AROUND 3" MIN ALL AROUND EQUIPMENT BASE i #4 @12" EW I--1 ANCHOR BOLT, SEE NOTES 1 1/2" & ANCHOR BOLT DETAILS I 1 1/2" FLUID MAX NON-SHRINK GROUT 3/4" CHAMFER, TYP 2 - #4 11@ TOP OF PAD • d� ' ADDL #4 @6" 1' SEE NOTE 7—� • " cm . 71,r . FOR PAD HT > 10" II II U ANCHOR BOLT SLEEVE #5 ADHESIVE DOWEL @ 12" MAX, 4 MIN, EXST SUSPENDED SLAB EMBED PER C 3265 OR SLAB ON GRADE, FOR THICKNESS SEE PLANS CONSTRUCTION JOINT, ROUGHEN & CLEAN PRIOR TO PLACING PAD TYPE F GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE F NTS DETAIL5OF9 CLEAN WATER SERVICES ( 3356 DURHAM AWWTF PHASE 5B2 CH2MHILL 03356G.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 #5 @12" EW AT 2" CLR FROM TOP SURFACE 6" MIN, TYP UNLESS NOTED OTHERWISE EQUIPMENT ON PLANS CONCRETE ti ANCHORS, SEE NOTE 3/4" FINISH CHAMFER, z GRADE TYP ifl #5 CONT g _ \i Li 'Li / 1.5 o z \i ' ►1=1 f I i ►1 I I� � s \'i� 0%NW 0--R:8'4%t .� �- _ 11� /\/ 1.5 2'_0" 6" 2'_O" 1.5 THICKENED MIN - MIN MIN MIN MIN EDGE OF SLAB ALL AROUND - NOTE: COMPACTED WHEN ANCHORAGE OF EQUIPMENT GRANULAR TO PAD IS REQUIRED, USE CONCRETE FILL, TYP UNDER ANCHORS SPECIFIED. CONC EQPT PAD TYPE G GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE G NTS DETAIL 6 OF 9 CLEAN WATER SERVICES ( 3356 DURHAM AWWTF PHASE 5B2 CN2 HILL 03356H.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 #5 @12" EW T&B 6" MIN, TYP UNLESS NOTED OTHERWISE EQUIPMENT ON PLANS CONCRETE ti ANCHORS, 3/4" SEE NOTE CHAMFER, FINISH TYP _ z GRADE 2 - #5 b CONT • • „ o z_ Q____!) • o z • • �- ��• �\\\\ // 1 .5 2,_O" 6" 2'_O" 1.5 THICKENED MIN MIN MIN MIN MIN EDGE OF SLAB ALL AROUND - NOTE: COMPACTED GRANULAR WHEN ANCHORAGE OF EQUIPMENT FILL, TYP UNDER TO PAD IS REQUIRED, USE CONCRETE CONC EQPT PAD ANCHORS SPECIFIED. TYPE H GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE H NTS DETAIL7OF9 CLEAN WATER SERVICES 3356 DURHAM AWWTF PHASE 5B2 CH! MH LL 03356J.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 4 1/2" MIN ALL AROUND 3" MIN ALL AROUND 1 1/2" EQUIPMENT BASE 1 1/2" FLUID MAX CONCRETE ANCHOR NON-SHRINK GROUT ' 3/4" CHAMFER, TYP W/ CH} COORD 2 - #4 © TOP OF PAD 1 I LtJ L'}J #4@i2" T • #5 ADHESIVE DOWEL .«./ @ 12" MAX, 4 MIN, ) CONSTRUCTION JOINT, • EMBED PER( 3265 ROUGHEN AND CLEAN PRIOR TO PLACING PAD TT rf LI II • • II • II • • II II u u .f • • . • • EXST OR NEW SUSPENDED SLAB OR SLAB ON GRADE, FOR THICKNESS SEE PLANS TYPE J GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE J NTS DETAIL8OF9 CLEAN WATER SERVICES ( 3356 DURHAM AWWTF PHASE 5B2 CH2MHILL 03356L.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 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. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER AND AS APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE PAD IS BEING PLACED. 3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER. 4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINK GROUT AFTER BOLTS ARE ALIGNED. SEE ® . 5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE. 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 SHALL NOT BE EXPOSED TO VIEW. 7. HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT CLEARANCE TO KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE TABLE BELOW). WHERE EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE MINIMUM SHOWN, USE TYPE "B" EQUIPMENT PAD WITH BLOCKOUT. 8. TYPE "D" PAD SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED. PLACE THE SURROUNDING FLOOR SLAB AFTER THE EQUIPMENT PAD. 9. AT CONTRACTOR'S OPTION, CONCRETE ANCHORS MAY BE USED IN LIEU OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT MANUFACTURER AND APPROVED BY THE ENGINEER. ANCHORS SHALL BE INSTALLED WITH 4" MINIMUM EDGE DISTANCE IN EACH DIRECTION. AB DIA (IN.) 1/2 5/8 3/4 7/8 1 1 1/4 1 3/8 1 1/2 1 3/4 2 MIN PAD HT (IN.) 7 8 1/2 10 11 12 1/2 15 16 1/2 18 21 24 CONCRETE EQUIPMENT PAD - NOTES NTS DETAIL9OF9 CLEAN WATER SERVICES ( 3356 DURHAM AVWVTF PHASE 5B2 CH2MH LL 03357.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 PROJECTION SEE TYPICAL ANCHOR BOLT, AS REQD EQUIPMENT SIZE AS SHOWN PROJECTION ANCHOR OR AS REQD 0 AS REQD BOLT DETAIL BY MFR TOP OF d' CONC °. -- 0 .°0• c;I �O.•o-°' NON-SHRINK GROUT p d + 1", MIN . _ -0 o o INSIDE DIAMETER FILL WITH a t NON—SHRINK SLEEVE, GROUT SEE NOTE 2 -2 1/8" PLATE , WASHER, I -0/3" DIA MIN, �� ROUGHEN SEE NOTE 2 MI EDGE, CLEAN x ALL AROUND J ANCHOR BOLT, SIZE `��' U AS SHOWN OR AS 6d, 4" MIN CORED REQD BY MFR REMOVE FORM AT HOLE IN EXST CONC 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 A • W/NON-SHRINK GROUT EQPT PAD 0 0:0.:•' s:o CONC EQPT Uw Z o • . 1111 PAD HEIGHT ■Ism. X CC p N IIII n,.- n 0' TOP OF °° STRUCTURAL d + 1", MIN i DIIIII, SLAB OR I. BEAM P ANCHOR BOLT • ° cc IIII SLEEVE AS DEPTH o;•. - J CONC SLAB SPECIFIED AS READ �, ° U OR BEAM GROUT 3" CLR, ELEVATION ALL AROUND MACHINERY ANCHOR BOLT DETAIL ANCHOR BOLT BLOCKOUT NOTES: 1. FOR CONCRETE EQUIPMENT PAD DETAILS AND NOTES NOT SHOWN SEE ( 3356 2. MATERIAL TO MATCH BOLT. ANCHOR BOLT DETAILS NTS CLEAN WATER SERVICES ( 3357 DURHAM AVVVVfF PHASE 5B2 CH2MHILL 03380.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 WIDTH AND HEIGHT OF CURB AS NOTED ON PLAN r - 2 - #5 @ TOP & 7 #5 @12" WHEN CURB HEIGHT EXCEEDS 12", MIN 2 BARS FOR CURB I HEIGHT LESS THAN 12" LOCATE EF WHEN WIDTH EXCEEDS 9", BARS SHALL BE CONTINUOUS AROUND CORNERS � _ #5 @12„ PLACE EA FACE WHEN CURB WIDTH IS LARGER THAN 9” N � � J 0 CONCRETE CURB NTS CLEAN WATER SERVICES ( 3380 DURHAM AWWTF PHASE 5B2 CH2MHILL 04001.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 CORNER BARS LAP STANDARD 90° MATCH TYP HORIZ Q r HOOK AT BARS SIZE & SPG -1 FAR FACE •r Aas • •s . a as ■ •a ■ •• ,T-!! y ��.e �'�s'ai — r -'ii r� `r��j ! i,I■ 11- 1!__H____ 1_11 ME IN IN isa u I II 01 I irivisiimms �_■■�■� TYP p�S�a 111111/M 5 TYP VERTS, TYP VERT 'E•l_ VERTS ■ LOCATE VERTS BARS AT `,�„J WITHIN HORIZ 1/2” CLR BARS AT OF CELL Iii' CORNERS ONLY WALLS �s'IN r_a, Ill lop EXTERIOR CORNER INTERIOR CORNER DOUBLE MAT PLAN FOR HORIZONTAL BARS STANDARD 90° HOOK AT FAR FACE r awl w a r m realm r � 1111 3 TYP VERTS rilk Ilr' 2 TYP i CORNER BARS LAP VERTS MATCH TYP HORIZ Liti `,,, BAR SIZE & SPACING Q rig J rip EXTERIOR CORNER INTERIOR CORNER SINGLE MAT PLAN FOR HORIZONTAL BARS NOTES: 1. LAP = 1'-4" MINIMUM FOR JOINT REINFORCING UNLESS NOTED OTHERWISE. 2. LAP=48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" FOR HORIZONTAL BARS UNLESS NOTED OTHERWISE. 3. AT OPENINGS, CONTROL JOINTS, OR CORNERS LESS THAN 6'-0" IN LENGTH. SEE DETAILS ( 4005 ) AND ( 4006 REINFORCED MASONRY WALL CORNERS (SINGLE AND DOUBLE MAT) NTS CLEAN WATER SERVICES ( 4001 DURHAM AWWTF PHASE 5B2 CH2MHILL 04002.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 2 - #5 ABOVE "W" 2'-8" & BELOW OPNG, NOTE 1 TYP SEE NOTES 2 & 3 .�®®®��®�i�■�► 8" LINTEL AkiII 1_11k BLOCK 2 TYP WALL 1■.�� Imell. ` (FULL VERTICAL HT) A BARS X111111O 1 SSEIDEE NOoFT OE 4NG, z 8" BOND BEAM 1 : 1 1 I al . . . ,• . • 111, . . 140-' ' I . 1 �osi._—sammmi®..amom Eli� SAW CUT 1®11. ®®p ._ REINF CIRCULAR OPNG��1 SHOWN I OR SOLID GROUT ■ ®1' OE NM III NMI RECTANGULAR OPNG ABOVE NOTES: 1. TYPICAL FOR ALL OPENINGS WITH (W, H, OR D) 2'-0" OR GREATER AND 4'-0" OR LESS, UNLESS NOTED OTHERWISE. SEE PLANS FOR LARGER OPENINGS. 2. AT ADJACENT OPENINGS WITH LESS THAN 8'-0" WALL BETWEEN, CONTINUE HORIZONTAL REINFORCING TO 2'-8" BEYOND FURTHEST OPENING. 3. AT OPENINGS LOCATED WITHIN 2'-8" OF CORNER, CONTINUE HORIZONTAL REINFORCING AROUND CORNER PER DETAIL ( 4001 4. LOCATE VERTICAL BARS CENTERED IN 2 ADJACENT CELLS IN 8" WALLS, AND EACH FACE IN SINGLE GROUT CELL IN 12" WALLS. LAP 48 BAR DIAMETERS WITH MATCHING FOUNDATION DOWELS. CMU OPENING REINFORCING NTS CLEAN WATER SERVICES ( 4002 DURHAM AWWTF PHASE 5B2 CH2MHILL 04003A.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 AIM 1111111111` —...011b■ ® GROUT ALL CELLS • WITHIN SHADED . ; i .' 1 BOUNDARY AREA 1 .. . :; 1. } ''. ' ' . J = z w "A„ BARS IN =i p LINTEL BLOCK "C” BARS EACH -I UI SEE NOTE 3 SIDE, SEE NOTE 2 min (ONE CENTERED PER CELL IN 8" Ti . ' WALLS, TWO _ (1 EF PER CELL / _ IN 12" WALLS) �'� . � � . ALLS) HOOKS SHOWN ARE IN HORIZ PLANE, TYP "B" BARS IN PP' BOND BEAM TYP WALL HORIZONTAL JAMB "W" JAMB BAR AT TOP OF WIDTH WIDTH STIRRUP, SAME LENGTH AS "A" BARS 111111 TYP CMU WALL 111111 TYP WALL IliiVERTICAL NI I1 HORIZONTAL 90 i REINFORCING II____Al BAR TOP OF STIRRUPAT , SAME STIRRUPS [HOOK I., w A w 1111 LENGTH AS "A" BARS AS READ L = J = SEE SCHEDULE aa_ o a o 12" CMU WALL 8" CMU WALL 1111 0 0 0 U III STIRRUPS 135° Iii AS READ HOOK LINTEL BOTTOM in ? J [ III SEE SCHEDULE v[11 HORIZONTAL ` I LINTEL BOTTOM REINFORCING / HORIZONTAL "A" BARS SEE LINTEL BLOCK REINFORCING "A" SCHEDULE BARS SEE SCHEDULE 8" LINTEL SECTION 12" LINTEL SECTION CMU OPENING REINFORCING NTS DETAIL 1 OF 2 CLEAN WATER SERVICES ( 4003 DURHAM AWWTF PHASE 5B2 CH2MH _L 04003B.dgn 2015\01\09 CH2MHILL PROJECT NO. 495379 CMU OPENING REINF SCHEDULE 8" WALLS W LINTEL STIRRUP "A" "B" "C" JAMB DEPTH SIZE, SPG BARS BARS BARS WIDTH <2-8" 8" - 1 1 1 8" >2'-8"<4'-0" 16" - 2 1 1 8" >4'-0"<6'-0" 24" #3 @8" 2 1 2 16" >61-0"<8'-0" 32" #3 @16" 2 2 3 24" >8'-0"<10'-0" 48" #3 @24" 2 2 3 24" 12" WALLS W LINTEL STIRRUP "A" "B" "C" JAMB DEPTH SIZE, SPG BARS BARS BARS WIDTH <2'-8" 8" - 2 2 2 8" >2'-8"<4'-0" 16" - 2 2 2 8" >4'-0"<6'-0" 24" #3 @8" 2 2 4 16" >6'-0"<8'-0" 32" #3 @16" 2 2 6 24" >8'-0"_5101-0" 48" #3 @24" 2 2 6 24" NOTES: 1. USE BAR QUANTITIES AND SIZES GIVEN IN LINTEL SCHEDULE UNLESS OTHERWISE NOTED ON THE DRAWINGS. 2. EXTEND "C" BARS 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" BEYOND TOP AND BOTTOM OF OPENING EXCEPT THAT WHEN "H" OR "W" EXCEEDS 2'-0", "C" BARS SHALL EXTEND FULL HEIGHT. WHERE THERE IS LESS THAN 8'-0" BETWEEN ADJACENT OPENINGS, EXTEND REINFORCING CONTINUOUS TO 2'-8" BEYOND FURTHEST OPENING. 3. "A" AND "B" BARS SHALL EXTEND 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" EACH SIDE OF THE OPENINGS. 4. FOR BAR SIZES, MATCH TYPICAL WALL REINFORCING AS SHOWN ON THE BUILDING WALL SECTIONS. CMU OPENING REINFORCING NTS DETAIL 2 OF 2 CLEAN WATER SERVICES ( 4003 DURHAM AWWTF PHASE 5B2 CH2MHILL 04004A.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 TYP 2 TYP HORIZ VERT I I I I I BARS AT REINF — I I I TOP OF HOOKS I 1 I I I I I I I I 1 WALL AND SHOWN AT ALL ARE IN I I I I I I III I I I I I I I ROOF AND HORIZ I I I I I I I FLOOR PLANE, I LEVELS TYP I �f� N I 72 BAR DIA TYP —__11 �� LAP, TYP, HORIZ �m�11 �� SEE NOTE 2 REINF ME��M1 NMI= _ _ ■ =�11 �■∎_ ■M��•- cm U �w��1 11��===�it OPENING SEE ==p=1 al 11111 REINF SEE NOTE 2 _Mi -- Mn __ __— ( 4003 7 i_■ I ■1111M—____I■__ ==I1111II!1 ===11M-—__— 1‘ TOP OF SEE 48 BAR CONCRETE NOTE 8 DIA LAP, HORIZ BAR IN SEE NOTE 2 DOWELS, FIRST COURSE SEE NOTE 4 ELEVATION WALL PIER OR COLUMN, SEE NOTE 7 NOTES: 1. FOR TYPICAL WALL REINFORCING, SEE WALL SECTIONS AND DETAILS FOR EACH FACILITY. FOR MINIMUM REINFORCING REQUIREMENTS, SEE GENERAL STRUCTURAL NOTES. 2. LAP VERTICAL REINFORCING WITH WALL DOWELS 48 BAR DIAMETERS (2'-0" MIN), LAP ALL OTHER VERTICAL BARS 72 BAR DIAMETERS. 3. STAGGER SPLICES IN ADJACENT HORIZONTAL BARS IN THE SAME COURSE BY 2'-0". 4. PROVIDE DOWEL BARS IN FOUNDATION TO MATCH ALL VERTICAL REINFORCING. 5. FOR ADDED REINFORCING AT WALL INTERSECTIONS AND CORNERS, SEE ( 4001 6. GROUT EACH SIDE OF OPENING AS NOTED IN TYPICAL OPENING REINFORCING DETAIL ( 4003 7. FOR HORIZONTAL REINFORCING AT OPENINGS SEE COLUMN AND PIER DETAILS. 8. DO NOT PLACE VERTICAL CONDUIT IN THE SAME CELL AS VERTICAL REINFORCING. SPECIAL REINFORCED MASONRY SHEAR WALL NTS CLEAN WATER SERVICES ( 4004 DURHAM AWWTF PHASE 5B2 CH! MHI _L 04005A.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 OPENING 2'-8" TO 4'-0" OPENING (SEE NOTE 3) 180° HOOK, TYP siorsATAN T"T 'l TTiI � �soL s.��Ls .. 4003 • #3@16" TIES TYP EA END OF PIER IN BOND BEAM INTERIOR PLAN ram, • • • • i #3@16" "C" BARS Tii TIES IN PER( 4003 ) LAP 72 BAR BOND BEAM TYP � DIAMETERS WiTiiI a si " T' TiI IJP1 �ai a��reaa�a�Lai TYPICAL CORNER OPENING 2'-8" TO 4'-0" REINFORCING, SEE (SEE NOTE 3) ( 4001 ) SIM CORNER PLAN 8" CMU WALL NOTES: 1. SOLID GROUT PIERS FULL WALL HEIGHT. 2. WHERE PIERS ARE CENTERED BELOW BEAM BEARING, REDUCE TIE SPACING TO 8". 3. FOR 8" CMU WALL PIERS 2'-0" AND LESS, AND FOR 12" CMU WALL PIERS 2'-8" AND LESS, SEE WALL COLUMN DETAIL ( 4006 4. CONTRACTOR'S OPTION TO PROVIDE 180° HOOKS OR 135° HOOKS. CMU WALL PIER NTS DETAIL 1 OF 2 CLEAN WATER SERVICES ( 4005 DURHAM AVWVfF PHASE 5B2 CH2MHILL 04005B.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 OPENING 3'-4" TO 6'-0" OPENING -VI+I (SEE NOTE 3) T 1■1111.- • rr'e� r"-r' r 135° HOOK, s ! um �� ! 1 TYP, SEE 1.,,MRIP,1 1101.4M 1116.11.11® ®1�1�1 NOTE 4 \ `-�" d TYP #3 @16" "C" BARS PER 4003 U VERTICAL TIES IN BOND TYP EA END OF PIER BEAM EA FACE INTERIOR PLAN 1.A1° rri—� ii #3 TIES '°1°�Hi ■ TYP CORNER @ 16" IN a I dl REINF, SEE BOND BEAM EACH FACE .�� 4001 ) SIM map rerairentip.alraplivilp ..C.. BARS pl�I 1 ii I.��..�z 4003 ®�r � L �iAI TYP s� �i � ii i a OPENING 3'-4" TO 6'-0" NJ (SEE NOTE 3) CORNER PLAN NOTES: 12" CMU WALL 1. SOLID GROUT PIERS FULL WALL HEIGHT. 2. WHERE PIERS ARE CENTERED BELOW BEAM BEARING, REDUCE TIE SPACING TO 8". 3. FOR 8" CMU WALL PIERS 2'-0" AND LESS, AND FOR 12" CMU WALL PIERS 2'-8" AND LESS, SEE WALL COLUMN DETAIL ( 4006 4. CONTRACTOR'S OPTION TO PROVIDE 180° HOOKS OR 135° HOOKS. CMU WALL PIER NTS DETAIL 2 OF 2 CLEAN WATER SERVICES ( 4005 DURHAM AWVVTF PHASE 5B2 CH2MHILL 04006A.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 OPENING 2'-0" OR LESS OPENING =fir row LA,..„1111111111111LINklidl "C" BARS PER( 4003 ) SIM 1/2" CLR #3 @8" C 180° TYP EACH END OF PIER TYP IN BOND HOOK (4 BARS MIN IN COLUMN) BEAM BLOCK INTERIOR PLAN e a$ "C" BARS L.11 g�a PER 4003 , ,A�� TYP TYP CORNER REINFORCING, SEE r r�aa� ( 4001 ) S I M LINE® �� 0 #3 @8" HOOK OPENING 2'-0" OR LESS IN BOND BEAM BLOCK CORNER PLAN NOTE: GROUT WALL COLUMNS FULL WALL HEIGHT. 8" CMU WALL CMU WALL COLUMN NTS DETAIL 1 OF 2 CLEAN WATER SERVICES ( 4006 DURHAM AWWTF PHASE 5B2 CH2MHILL 04006B.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 OPENING 2'-8" OR LESS OPENING BARS PER( 4003 TYP EACH 1°�� ►..��°°��s END OF COLUMN 135° � MMII �Q�iil. BENDS -J #3 TIES r @ 8" IN BOND BEAM BLOCK INTERIOR PLAN INN vas 135° BENDS Immas=101 #3 TIES r @ 8" IN BOND BEAM BLOCK �vewi� s TYP CORNER "C" BARS wrimmr="irmk d REINFORCING, SEE PER 4003 �� i 4001 SIM TYP ®_�_ ( ) OPENING 2'-8" OR LESS J CORNER PLAN NOTE: GROUT WALL COLUMNS FULL WALL HEIGHT. 12" CMU WALL CMU WALL COLUMN NTS DETAIL 2 OF 2 CLEAN WATER SERVICES ( 4006 DURHAM AVW/TF PHASE 5B2 CH2MHILL 04031.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 3/8" SEALANT BOND BREAKER TAPE 3/8" ' �� BACK—UP ROD 8" CMU WALL CMU BLOCK c STOP TYP HORIZONTAL • REINFORCING CONTINU AT JOINTE , I ' EXCEPT HORIZONTAL BARS AT • ALL ROOF AND FLOOR LEVELS THRU JOINT • PROVIDE TYP VERTICAL REINFORCING IN 2 CELLS EACH SIDE OF JOINT PREFABRICATED CONTROL JOINT NOTE: 12" CMU WALL WITH 2 LAYERS OF REINFORCING IS SIMILAR. CMU CONTROL JOINT NTS CLEAN WATER SERVICES ( 4031 DURHAM AWWTF PHASE 5B2 CH2MHILL 04041.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 4 TYP WALL REINFORCING BARS CONTINUOUS 7 PARALLEL TO RAKE 72 BAR DIAMETERS i�16 i SLOPE TOP OF WALL � TO MATCH ROOF SLOPE � �'' SEE WALL SECTIONS 11111II11116''' FOR ROOF CONNECTION SLOPE SHALL BE FORMED Ui ,.. BY CUTTING MASONRY TYP WALL MI I `:. ft UNITS, NOTCH REINFORCING I' :: ,. I-- RECEIVE 1 ®'�'�'�a'®�"®��'��'®��"®m' REINFORCING o CMU WALL I ':.: I Me ii-WE® • NOTE: GROUT MINIMUM 12" AT TOP OF WALL. CMU WALL AT RAKE NTS CLEAN WATER SERVICES ( 4041 DURHAM AVWV F PHASE 5B2 CH2MHILL 04042.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 PRE-CAST CAP A - N 1 CMU RAKE WALL(4041 2 CMU WALL 1 CLOSED END `r' BLOCK _\\ T . I T I- CONTROL JOINT CONC WALL OF BIOFILTER CMU WALL AT BIOFILTER NTS CLEAN WATER SERVICES ( 4042 DURHAM AWWTF PHASE 5B2 CH2MH LL 04043.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 B 1 MASONRY CONTROL � JOINT 4031 I PRE-CAST CAP '0."° 0 CONC WALL OF BIOFILTER PLAN CMU WALL B PRE-CAST CAP CMU RAKE I WALL(4041 1 \ 2 MASONRY CONTROL I 1 I— If JOINT 4031 in 6 .,_, I � - 1 .. ■ o N \ CONC WALL OF BIOFILTER SECTION CMU WALL AT BIOFILTER - ELEVATION CHANGE NTS CLEAN WATER SERVICES ( 4043 DURHAM AWWTF PHASE 5B2 CH2MHILL 05001.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 v z0- COL + 1", L + 5 2 1- 1 rut 6" MIN r MIN + _ Sal I It — o liii ! O HSS 0 HSS V �, COLUMN 1 l'., 11 COLUMN PLAN PLAN COL + 1" 2 1/2" FOR COL + 5" MIN W10 COLUMN, Z ,......alliel 1 3 1/2'1 FOR g W12 COLUMN, ry - 12C CC I I I 4" FORW14 1 r.w O l COLUMN- Ow ¢ III + U) 0 t - - - - - , - - J it 11 O WAIF Om2 - U N Z a- VV COLUMN PLAN = H W COLUMN PLAN W OR HSS I NOTE 2 0 W OR HSS COLUMN COLUMN 11/2" SEE 1 1/2" TYP p NOTE 2 TYP ,,,, AI in. lik ,,,, 1 w1 w O u1 �a1 l O II 11 Z II II li I i w Z _ ili 1 1 w Z I I i I I U) Q III i 1 i Cl) Q �' ANCHOR an I . _ _1 — a BOLTS ELEVATION 1 1/2" NON-SHRINK GROUT ELEVATION AS SPECD, ROUND CORNERS ANCHOR NOTES: TYPE A W/ 3/411 RADIUS TOOL TYPE B BOLTS 1. UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 3/4" DIA x REQUIRED WITH LEVELING NUTS AND 11-011 MINIMUM EMBED AND BASEPLATES SHALL BE CENTERED ON COLUMN. 2. WELD SIZE SHALL BE DETERMINED BY THE THICKEST MEMBER JOINED; MINIMUM WELD SIZE SHALL BE 3/1611 FILLET FOR MATERIAL THICKNESSES UP TO AND INCLUDING 1/2", 1/411 FILLET FOR THICKNESSES OVER 1/2" TO 3/411, AND 5/16" FILLET FOR MATERIAL THICKNESSES OVER 3/4". ALL WELDS SHALL BE SINGLE-PASS WELDS. COLUMN BASE - STEEL NTS CLEAN WATER SERVICES 5001 DURHAM AVVVVTF PHASE 5B2 CH2MHILL 05020.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 OL BOLTS 21/2" MAX 1" MIN 1 1/4" MIN AT I 2 1/2" COPED BEAM F COPE FLANGE AS STD FLANGE I .1 REQD FOR PROPER • GAGE INSTALLATION SEE " 11 I li� JL6x4x5/16, 1 ROW �� __:lam �� 1 = 'R 10 NOTE 5 C � CONN ONLY, PROVIDE C. _ �� w c� �I_ ADDL BOLT TO H I - -"s: o ENCLOSE BEAM =i I i 0 1 1/4" M II_ WEB I J W MIN, - ��: CR:� 5/16" x REQD DOUBLE i -� i i n ��Lu T&B I ANGLE, TYP UON STEEL BEAM ( �� SST BOLTS, TYP UON �� m� OR COLUMN 1 1/2" h.. 1 1/2" STEEL BEAM MIN 4 MIN NOMINAL BEAM ROWS OF BOLT DIA, DOUBLE ANGLE, DEPTH, INCHES BOLTS INCHES LENGTH, INCHES COMMENTS 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" - 6 1 3/4" 0'-3" SEE NOTE 3 4 1 3/4" 0'-2 1/2" SEE NOTE 3 NOTES: 1. UNLESS OTHERWISE NOTED, NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS TO ENCLOSE BEAM WEB. 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 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 NTS CLEAN WATER SERVICES ( 5020 DURHAM AWWTF PHASE 5B2 CH2MHILL 05022.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 3 1/2" MAX, TYP L BOLT 1 1/2" MIN FOR 3/4" BOLTS, A325N BOLTS W/ 1 3/4" MIN FOR 7/8" BOLTS, TYP SHORT SLOTTED HORIZ HOLES IN 1 1/2" MIN AT COPED BEAM, TYP UON , ' II 3/8" SHEAR BEAM FLANGE, TYP Alimt, pe_44_. Apikai PLATE, TYP IIL--71.III YY J M , I I 4 r-_,. (.!.-. II 0 _ I 1/4 , ; I--__D I 1/4 V I L-- ___ I 1 N - 1 V i : STEEL BEAM OR I �AA`i� CHANNEL, TYP ��`�� 1 1/2" 1/4 ■ TYP 1/4" STIFFENER MIN 1/4 TWO SIDE CONN ONE SIDE CONN NOMINAL BEAM ROWS OF BOLT DIA, LENGTH OF DEPTH, INCHES BOLTS INCHES SHEAR PLATE 27 8 7/8" 2'-0" 24 7 3/4" 1'-8 1/2" 21 6 3/4" 1'-5 1/2" 18 5 3/4" 1'-2 1/2" 16 4 3/4" 11 1/2" 12-15 3 3/4" 8 1/2" 8-10 2 3/4" 5 1/2" NOTES: 1. THIS DETAIL APPLIES ONLY WHERE SPECIFICALLY SHOWN ON DRAWINGS. 2. CONNECTION DETAIL SHOWN APPLICABLE ONLY TO BEAMS BRACED BY METAL DECK (COMPOSITE OR NON-COMPOSITE); FOR OTHER BEAM FRAMING CONDITIONS, SEE DETAIL C 5020 3. (*) DIMENSION SHALL BE 3" UNLESS OTHERWISE REQUIRED FOR PROPER FABRICATION. BEAM SINGLE PLATE SHEAR CONNECTION - STEEL NTS CLEAN WATER SERVICES ( 5022 DURHAM AVN TF PHASE 5B2 ,CH2MHI .L 05029.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 3 1/4 2 1/2" SIDE S> 1/4 ,4 1/4" 1 1/4" TYP SUPPORTED SUPPORTING I BEAM BEAM 1 114" TYP 3" ` 3" SPACING, TYP OO OO PL 5/16" x 8" x VARIES, EACH SIDE COPE BOTTOM FLANGE WITH 3/4" BOLTS, SAME NUMBER FOR INSTALLATION AS SHOWN FOR SUPPORTED BEAM SIZE IN TYPICAL BEAM FRAMING CONNECTION DETAIL( 5020 (LENGTH OF PLATE IS SAME AS LENGTH OF ANGLES IN TABLE) NOTE: PROVIDE SHIM PLATES AS REQUIRED. BEAM SPLICE - STEEL NTS CLEAN WATER SERVICES ( 5029 DURHAM AWWTF PHASE 5B2 CH2MHILL 05076.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 ALUMINUM NOMINAL BEAM ROWS OF LENGTH NOTES: DEPTH, INCHES BOLTS OF ANGLE 1. NUMBER OF ROWS IS EQUAL TO NUMBER OF 10 3 7 1/2" BOLTS TO ENCLOSED WEB. 7-8-9 2 5" ' 2. ALL FRAMING CONNECTIONS 5-6 1 3" SHALL CONFORM TO SCHEDULE UNLESS 4 1 2 3/4" DETAILED OTHERWISE ON FRAMING PLANS. zm� Z 1 12 1/2" 2 1/21 VARIES Q I r ► " � � Sw --- ALJL 6x4x3/8 , " . �. 1 ROW CONN ONLY, -11' N - "'! - ® E PROVIDE ADDL BOLT • ��I: t 0 TO ENCLOSED Fl I;;s - BEAM WEB ule s --QI ALJL 4x4x5/16" , CN - Mi. III - a M1110 -0 i t I I 3/4" DIA SST _IL — — — BOLTS AS SPECD C-------= NOTE: * 2 1/2" DIMENSION TYPICAL EXCEPT 2" FOR 4" BEAM. TYPICAL BEAM CONNECTION - ALUMINUM NTS CLEAN WATER SERVICES ( 5076 DURHAM AVVWTF PHASE 5B2 CH2MHILL 05087A.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 6" 3" 3" 2 1/2" 21/2" —1-41 ' ' EXST CONC MIN AL , WALL OR BEAM t I BEAM • w Oo cn N N w j I M O 3", SEE z NOTE 1 �—.;17: — z �_Q: -( w W - — - - I ! Z� mo V 7" MIN I _ z EMBED cn 2 4„ SSTJL7x4x3/8x0'-3" W/ 0',° <0,°0 2 - 3/4" DIA SST o ° °.° •. TYP ADHESIVE 2 - 3/4" DIA SST ANCHORS (O'-2 3/4., BOLTS (PROVIDE LENGTH FOR 4" BEAM SHORT HORIZONTAL SLOTTED HOLES SSTJL4x3 1/2x3/8x0'-8 1/2" IN BEAM WEB) W/4 - 3/4" DIA SST EXISTING 6" 3" 3" ADHESIVE 4" MIN li .1-11 1 ANCHORS /4" [ CONCRETE WALL OR BEAM i 1 I .o : - _ wN iv 0 .004.0.°., N w in j co W 07 , M Z OZ N - C - - I- 2 b M Q- COPE BOTTOM �- —'- 1 0 o 4- FLANGE FOR BEAM 00 Q I� INSTALLATION w 1 - t - :- -4 °° - - - - -I � � I } 7" MIN ~ z ALBEAM EMBED 1- 4.. CLIP BOTTOM OF 0 ,°c:-.0-°° 0 a' 0 1 TYP ANGLE 3"@45° — 2 - 3/4" DIA SST BOLTS (PROVIDE SHORT HORIZONTAL SLOTTED HOLES IN BEAM WEB) NOTE: SEE NOTES ON DETAIL 2 OF 2. BEAM WALL CONNECTION - ALUMINUM NTS DETAIL 1 OF 2 CLEAN WATER SERVICES ( 5087 DURHAM AWWTF PHASE 5B2 ,CH2MHILL 05087B.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 S STJ L4x4x3/8x 1'-2 1/2" W/ 6 - 3/4" DIA SST ADHESIVE 6" 3" 3" ANCHORS 4 MIN �t+ ~I EXISTING CONCRETE 1 3/4" I WALL OR BEAM 10 *.,0.'o; - W N M � � z-O - - 1- mgt '. - - M III. co II-- - Wi=° N o COPE BOTTOM In:III: Q FLANGE FOR BEAM In: w INSTALLATION L-_-_-_ I 7" MIN col - + f +I STEEL EMBED 1 + BEAM - - - - I - T - CLIP BOTTOM OF z o_ 4" ANGLE 3"©45° Z TYP 0 .00<0, o ° C- 0 3 - 3/4" DIA SST BOLTS (PROVIDE SHORT HORIZONTAL SLOTTED HOLES NOTES: IN BEAM WEB) 1. 3" DIMENSION TYPICAL EXCEPT 2 1/2" FOR 5" BEAMS AND 2" FOR 4" BEAMS. 2. DO NOT CUT EXISTING CONCRETE BEAM TOP REINFORCING DURING DRILL-IN ANCHOR INSTALLATION. FIELD LOCATE BEAM REINFORCING PRIOR TO FABRICATION WITH GROUND PENETRATING RADAR OR OTHER ACCEPTABLE MEANS. ADD LENGTH TO CLIP ANGLES AS REQUIRED TO LOWER ANCHORS TO CLEAR REINFORCING WHILE MAINTAINING SPACING AND EDGE DISTANCE AS SHOWN. 3. WHERE BOTH ENDS OF BEAM ARE ATTACHED TO A WALL, PROVIDE LONG HORIZONTALLY SLOTTED HOLES IN BEAM WEB AT ONE END. TIGHTEN NUTS SNUG TIGHT, BACK OFF 1/2 TURN, AND LOCK WITH DOUBLE NUT. BEAM WALL CONNECTION - ALUMINUM NTS DETAIL 2 OF 2 CLEAN WATER SERVICES ( 5087 DURHAM AWVVTF PHASE 5B2 CH2MHILL 05302.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 WELD AS STEEL DECKING I I SPECIFIED 6_ WALL PL 3/8 x 3 x CONT W/ 1/2"x24" DEFORMED ANCHOR � STUDS @ 2'-0" ON CENTER i ..,„ 4„ I � . . . r:0 --, : :• .,,,, ,,,,. . •. •. . i , . . TOP OF MASONRY ; ; ' ; ,1iv 2 - #5CONT ' II MASONRY BOND ' , , r BEAM, SEE PLANS NOTE: 1. WHERE DECKING SPAN IS PARALLEL TO WALL, LOCATE VALLEY OF DECKING CENTERED ON WALL. METAL DECK BEARING WALL TOP CONNECTION NTS CLEAN WATER SERVICES ( 5302 DURHAM AWVVTF PHASE 5B2 CH2MH .L 05321A.dgn 1/15/2015 CH2MHILL PROJECT NO. 495379 OPENING WIDTH „W., WALL, TYP DECK/WALL CONN SEE WALL CLOSURE SUPPORT 5302 CONNECTION z O 0_ w v) -� O 0 0 z 0_ � LLJ Li z U) W J 0- 0 w CLOSURE 2 CL METAL SEE BEAM JOIST SUPPORT OR BEAM CONNECTION _ I t TYP PLAN 3/16 / OPENING CLOSURE DECK SPAN SUPPORT 2'-0" < W < 4'-0" L 3x3x1/4 L < 6'-0" L 4x3x1/4 (LLV) 4'-0" < W <_ 6'-0" L 4x3x1/4 (LLV) 6'-0" < L < 7'-6" L 5x3x1/4 (LLV) 6'-0" < W NA 7'-6" < L NA NOTES: OPENINGS 2'-1" TO 6'-0" 1. ATTACH METAL DECKING TO ALL SUPPORTS PERPENDICULAR TO DECKING SPAN WITH SPECIFIED FASTENERS AT EACH VALLEY OF DECKING. ATTACH METAL DECKING TO SUPPORTS PARALLEL TO SPAN @ 6" ON CENTER. WHERE VALLEY OF DECKING DOES NOT FALL AT SUPPORTS PARALLEL TO DECK SPAN, PROVIDE FILLER PIECES FOR EQUAL ATTACHMENTS. 2. REFER TO SPECIFICATIONS FOR SMALLER DECK OPENING REINFORCEMENT. ROOF DECK OPENING NTS DETAIL 1 OF 2 CLEAN WATER SERVICES ( 5321 DURHAM AWVVTTF PHASE 5B2 ,CH2MHILL 05321B.dgn 1/15/2015 CH2MHILL PROJECT NO. 495379 IIIIIIIIIIIIIIIIIIIIIITII SUPPORT ANGLE, _ SEE SCHED I, COPE ANGLE STEEL I, 1 AS REQD t' , BEAM j SUPPORT ANGLE, SEE SCHEDULE � _ _1-__ .-,_ c., i A 3/16 TYP , •1 1 I 1 3/16 EA END 0 ��I 3/16 V - -- BEAM SUPPORT L 5x3x1/4x0'-8" LONG W/ 2 - 5/8" t\ DIA CONC ANCHORS @5" GA WALL SUPPORT FRAMING CONNECTIONS "W, „W, „W, ►r 7— L2x2x3/16", TYP, 12" TO CONNECT TO 24" MAX ROOF BEAM I- WHERE INDICATED, SEE BEAM SUPPORT L 6 z I w -2;: - - - - - --. - - 0 u <TYP 3/16 V r i 1 METAL ROOF PLAN DECKING ATTACHMENT, DECK SEE NOTE 1 ∎_ _ ,∎ __ I L2x2x3/16", TYP SECTION NOTE: OPENINGS 1'-0" TO 2'-0" SEE NOTES AND SCHEDULE ON ® DETAIL 1 OF 2. ROOF DECK OPENING NTS DETAIL 2 OF 2 CLEAN WATER SERVICES C 5321 DURHAM AWVVTF PHASE 5B2 CH2MHILL 05576A.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 _. VARIES, SEE COVER SYMMETRICAL EDGE PL FOR w TYPE DETAILS m ABOUT CL TYPE 'C' Oo EDGE OF — CHECKERED COVERS, "'I a A OPENING I PL COVER MAX-fir SEE DETAIL / CZZ:: .7::3 / 3/16 V 2-6 2/3 1.... .. I ' �1/3 STIFFENERI JSTIFFENER SPG OR STIFFENER SPG OR ►{' 12" MAX SPACING, SEE TABLE 6" MAX I 'W' COVER PLATE WIDTH TABLE NOTES: 1. STIFFENERS TO BE PLACED LONG LEG OPENING SPAN STIFFENER MAX MAX PLATE VERTICAL. LENGTH 'L' SIZE STIFFENER WIDTH 'W' SPACING 2. SPAN DIRECTION OF PLATE TO BE PARALLEL TO STIFFENERS, AND SHALL BE SHORT L<2'-6" NONE - 5'-0" DIMENSION OF OPENING UNLESS NOTED 2'-6"<L<3'-6" L2x1 1/2x1/4 1'-6" 4'-0" OTHERWISE ON PLANS. 3'-6"<L<4'-0" L2 1/2x1 1/2x1/4 1-6" 4'-0" 3. MAXIMUM ALLOWABLE UNIFORM DESIGN LOAD = 300psf. 4'-0"<L<4'-6" L2 1/2x1 1/2x1/4 1'-3" 4'-0" 4. MAXIMUM WEIGHT OF COVER PLATE TO 4'-6"<L<5'-0" L3x2x1/4 1'-6" 4'-0" BE 125 POUNDS. 5'-0"<L<5'-6" L3x2x1/4 1.-3" 3'-0" 5. COVER PLATES AND STIFFENERS ARE ALUMINUM PLATES AND ANGLES. 5'-6"<L<6'-0" L3 1/2x2 1/2x1/4 1'-6" 3'-0" 6. ALL COVER PLATES TO HAVE A MINIMUM 6'-0"<L<6'-6" L3 1/2x2 1/2x1/4 1'-3" 2'-6" OF TWO EYES AS SHOWN IN I 6'-6"<L<7'-0" LIFTING EYE DETAILS. L4x3x1/4 1'-3" 2'-6" 7'-0"<L<7'-6" L4x3x1/4 1'-0" 2'-0" COVER STIFFENERS COVER PLATE 1 3/4" DIA x ..,::. pi! 4" LONG ROD—s\ ,;; ;; . N;; ; s ' id,V:;:Z':' r TYP 3/16 NOTE: THIS DETAIL IS APPLICABLE TO TYPES "A"AND "B" COVERS AND OTHER COVERS NOT INTENDED TO BE AIRTIGHT. LIFTING EYE TYPE"A" CHECKERED FLOOR PLATE - ALUMINUM NTS DETAIL 1 OF 3 CLEAN WATER SERVICES ( 5576 DURHAM AVVVVfF PHASE 5B2 CHM/HILL 05576B.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 COVER PLATE TUBE 3x3 1� — UNDER COVER 3/4" DIA x 2 5/8" PLATE LONG ROD ,- ---- - W ALL --� _- 00 .1.: d TYP w 3/16 • - ----- PLAN 3/4" DIA x 2 5/8" ROD COVER PLATE CL OF 1"x2 5/8" SLOTTED HOLE SEAL au&"I WELD 3/16 TUBE 3x3x0.188 I� I 2 1/4" LONG 1/4x3x3 ∎∎∎∎►�� PLATE, GRIND CORNERS TO MATCH RADIUS OF CORNERS ON TUBE SECTION NOTE: THE DETAIL IS APPLICABLE TO TYPE "C" COVERS AND OTHER AIR TIGHT COVERS. LIFTING EYE TYPE "B" 1/4" SEAL 1/4 1 3/8" 7/8" 1/8"THICK x 1 1/2" CONT WELD I NEOPRENE GASKET •rii■i�i�i�i•- I &\ \∎M\\ I AL SPACER TYPE "C" PL 1/8x1 1/4"x CONT COVER PL AL PL 3/8x3"x CONT, STOP 1/4" STAINLESS STEEL 1/4" FROM FACE OF FLAT HEAD SCREWS @ SUPPORT ANGLE EA END, 12" CENTERS DRILL &TAP FOR 1/4" STAINLESS STEEL SCREWS NOTE: THIS DETAIL APPLIES AT TYPE "C" COVERS AND OTHER AIRTIGHT COVERS. EDGE PLATE DETAIL CHECKERED FLOOR PLATE - ALUMINUM NTS DETAIL 2 OF 3 CLEAN WATER SERVICES ( 5576 DURHAM AVVVVfF PHASE 5B2 CH2MHILL 05576C.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 OPENING SPAN __ SEE PLAN 3/8" UNLESS 1 3/8" ` /X1/4" MAX NOTED 1/2" MAX 3/8"x3/4" STAINLESS OTHERWISE, — STEEL FLAT BAR SEE PLAN STIFFENERS 177 a WHERE REQD, d SEE DETAIL ', a AND TABLE . .° ^s. ', d d STAINLESS STEEL L2x2x1/4" 3/8" DIA x 6" STAINLESS e a 3/16 k TYP STEEL ANCHORS AT 18" CENTERS HOOK 2"AS SHOW COVER TYPE "A" STIFFENERS OPENING SPAN 1/4" MAX WHERE REQD, SEE PLAN 1/4" STAINLESS SEE DETAIL 7/8" 1/2" STEEL FLAT AND TABLE 'r HEAD SCREWS 3/8" UNLESS 1/2" MAX ' 3/4" WITH 2 SQ NOTED f r NUTS WELD OTHERWISE, TO L, ONE AT SEE PLAN EA CORNER 3/8"x3/4" STAINLESS . .. STAINLESS STEEL L2x2x1/4" C.p``�•`, ' 'd• STEEL FLAT •'\,.., • ' BAR 3/8" DIA x 6"STAINLESS '" STEEL ANCHORS AT 18" • CENTERS HOOK 2"AS SHOWN e o 3/16 COVER TYPE "B" STIFFENERS WHERE REQD, OPENING SPAN 1/4" MAX SEE DETAIL SEE PLAN 11/2 1/4" STAINLESS AND TABLE 7/8 STEEL FLAT HEAD 3/8" UNLESS 1/2" MAX I 314" SCREWS WE DI SQ TO L NOTED I IP AT 12" CTRS ALL OTHERWISE, AROUND SEE PLAN 1/8" THICK x d 1/2"x3/4" 1 1/2" CONT I o ,,. :a. STAINLESS NEOPRENE GASKET ...\_�,, STEEL BAR STAINLESS STEEL L2x2x1/4" `! ■ e 3/16 • 3/8" DIA x 6" STAINLESS STEEL ANCHORS AT 18" NOTE: CENTERS HOOK 2"AS SHOWN THIS DETAIL APPLIES AT OPENINGS THAT REQUIRE COVER TYPE "C" AIR TIGHT COVERS. CHECKERED FLOOR PLATE - ALUMINUM NTS DETAIL 3 OF 3 CLEAN WATER SERVICES ( 5576 DURHAM AWWTF PHASE 5B2 CH2MHI . . 05577.dgn 1/9/2015 CH2MHILL PROJECT NO. 495379 1/4" SST FH SCREWS WHERE REQD( 5576 ) SIM DRILL AND TAP SUPPORT MEMBER AL L3x3x1/4" W/ 3/4" SST CONC ANCHORS @ 1'-0" OC 3/8" AL CHKD PL 5576 3/8"x3/4" AL FB SPACER, SEE NOTES 1 & 2 3/16 /1-12 1/4" MAX 3/8"x3/4" AL FB, 1/2" •- 3/4" 1/2" 3/16 > 1-12 e. SEE NOTE 2 - pi . r1/4" MA 112" 1/2" 90 � o, . %O I 9 9 M o O I.i- Ip I 11iFii 7/8" 1... g 11,..-- 1 �I .7/8" I MIN I MIN I MIN 1/4" ` 1 1/2" 1 MAX MAX j AL L2x2x1/4"i 1/2" 7/8" ∎∎iIiii ,�i� W/ 3/4" SST MIN BOLTS @ STIFFENERS AL I-BEAM 1'-0" CENTERS WHERE REQD AL CHANNEL NOTES: 1 . PROVIDE AL FB 3/8" AT CL SUPPORT WHERE FLANGE WIDTH (OR FLANGE PLUS ANGLE) EXCEEDS 4". 2. TYPE "B" COVER SHOWN. DETAIL SIMILAR FOR TYPE "A" COVER. PROVIDE 1/2" THICK FLAT BAR SPACERS FOR TYPE "C" COVER. FLOOR PLATE SUPPORT FRAMING NTS CLEAN WATER SERVICES ( 5577 DURHAM AWWTF PHASE 5B2 CH21101H LL 07422.dgn 2015\01109 CH2MHILL PROJECT NO. 495379 WALL 1'-6" STANDING SEAM SHEET METAL ROOF PANEL SHEET METAL I RAKE TRIM SLIP SHEET SELF-ADHERING UNDERLAYMENT MATCH EAVETRIM �.—.—.—,. 1 MTL DECKING Bs EE SEE ENT STRUCT i DRAWINGS CONT BENT PL, I I SEE STRUCT DWGS j CMU RAKE WALL RAKE TRIM A CLEAT BY I W■M \y\��_\ SHEET ;; METAL TRIM MFR 1 ' ►I ►1 ►I : ►1 AWL& RAKE NTS ©CH2M HILL CLEAN WATER SERVICES ( 7422 DURHAM AWWTF PHASE 5B2 CHZMH . 07426.dgn 2015\01109 CH2MHILL PROJECT NO. 495379 1'-8" CL WALL RETURN OR BEAM ROOF PANEL MFR'S STD CLOSURE STANDING SEAM SHEET METAL ROOFING SLIP SHEET SELF-ADHERING UNDERLAYMENT SHEET METAL METAL DECK, SEE EAVE TRIM BY ROOF 11,1;1` STRUCT DWGS PANEL MFR BENT PLATE DECK SUPPORT, BENT PLATE, ,\4 SEE STRUCT DWGS SEE STRUCT DRAWINGS ST METAL CURE TRIM WITH INTERMEDIATE ROOF PANEL MFR Ma j 1:1 i■� HIGH EAVE NTS /1/- ©CH2M HILL CLEAN WATER SERVICES ( 7426 DURHAM AVVVV F PHASE 5B2 ,CH2MHILL 07427.dgn 2015\01109 CH2MHILL PROJECT NO. 495379 q WALL 11-6" F STANDING SEAM SHEET METAL ROOFING SLIP SHEET SELF ADHERING UNDERLAYMENT ' METAL DECK, SEE STRUCT DWGS iiiir ,,z,, %iop BENT PLATE ,„„...... ....i......:. DECK SUPPORT,lippiip SEE STRUCT DWGS \ %� CONT HOLD DOWN BENT PL FASCIA, i ----::-,z.:.:,,_.. ' SEE STRUCT DWGS \ METAL GUTTER & $ --ii �` , 3"x4" DOWNSPOUT �I_N �'1 ■ / rr)- ..• . 1•. ■ • 7 PREFINISHED 1" ■ I �1 SHEET METAL -• — ■� �� TRIM 5" LOW EAVE NTS ©CH2M HILL CLEAN WATER SERVICES ( 7427 DURHAM AVVVVTF PHASE 5B2 CHZMHILL 9001.dgn 2015\01\09 CH2MHILL PROJECT NO. 495379 SUPPORTS AS PROVIDED BY CONTRACTOR STANDING SEAM SHEET METAL ROOFING METAL ROOF DECK IMEIMMIlir I I - Z ill -vOINI I I 1 I MOUNTING STEEL 1 BRACKET, TYP PANEL AT ROOF ROOF MEMBERS, ACOUSTIC PANEL, TYP SEE STRUCTURAL DWGS, TYP MOUNTING BRACKET, V . —V..' • ..../.. ..-- ACOUSTIC PANEL ATTACHED PER MFR'S a ° RECOMMENDATIONS ° BASED ON SUBSTRATE a A. CONCRETE d WALL (CMU ABOVE) —N.,. • A " 1 A. E? z_ a d FINISH FLOOR a A. d d d • ' L � o p o t ,,o ^___, BASE OF PANEL AT WALL ACOUSTIC PANELS NTS ©CH2M HILL CLEAN WATER SERVICES 9001 DURHAM AVWV F PHASE 5B2 ,CH2MH LL 10401.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 SIZE AS SCHEDULED o D A w cRIL ❑ ` RED w U u) WHITE w FOR MESSAGE HERE , BLACK `n SEE SIGN SCHEDULE IN SPECIFICATIONS DANGER SIGN NTS CLEAN WATER SERVICES ( 10401 DURHAM AWWTF PHASE 5B2 CH2MHILL 10402.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 SIZE AS SCHEDULED h al a CAUTION w J `� 0 w /---_ YELLOW w FOR MESSAGE HERE , BLACK SEE SIGN SCHEDULE IN SPECIFICATIONS CAUTION SIGN NTS CLEAN WATER SERVICES ( 10402 DURHAM AWVVTF PHASE 5B2 CH2MHILL 11281A.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 OPERATOR 111, 1" DIAMETER MINIMUM STAINLESS STEEL STEM co e5 cy TOP OF WALL OR SLAB 0 0 I— w w 0 0 z I I U o o 1 /B\ w 1 0 O 0 . C . 0 CHANNEL WIDTH AND NOMINAL GATE WIDTH STYLE A _FABRICATED SLIDE GATES NTS CLEAN WATER SERVICES ( 11281A DURHAM AVW/TF PHASE 5B2 C112MHILL 11281B.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 GROUT FILL AFTER GATE INSTALLATION a 0 .0Obo• .O 0 .O.Oa.O• .� • p O . p GATE FRAME AND GUIDE - - - - _ r WALL BLOCKOUT LIQUID HEAD SIDE / GLIDE �� i �I a .0 /f 0 .(2f.0-00 o o I \ PLATE DISC I � I 1 SECTION A NOTES: 1. GATE SEAL NOT SHOWN. 2. COORDINATE BLOCKOUT DIMENSIONS WITH GATE SUPPLIER. GUIDE DETAIL NTS CLEAN WATER SERVICES ( 11281B DURHAM AVWVTF PHASE 5B2 CH2MHILL 11281C.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 LIQUID HEAD SIDE v m' PLATE DISC �I GATE STIFFENER �1 CHANNEL INVERT SEAT INSERT - `j� CHANNEL BLOCKOUT FRAME INVERT - - e p <O p O p 0 0 •0•p<0•0o GROUT FILL AFTER GATE INSTALLATION SECTION B NOTES: 1. COORDINATE BLOCKOUT DIMENSIONS WITH GATE SUPPLIER FLUSH INVERT DETAIL NTS CLEAN WATER SERVICES ( 11281C DURHAM AVWVTF PHASE 5B2 CH2MHILL 13249.dgn 10/24/2014 CH2MHILL PROJECT NO. 495379 MOUNT TRANSMITTER/ INDICATOR ABOVE ELEMENT CONNECTION 3-VALVE EQUALIZATION MANIFOLD e r 3/8" SST TUBING, TYP PROCESS CONNECTION v( Nog 3/8" SST DRAIN VALVE vt & TEST TAP AT LOW POINT NOTES: 1 . ALL LINES SHALL HAVE A CONTINUOUS SLOPE OF 1/4" PER FOOT MIN (1" PER FOOT PREFERRED). SLOPE DOWNWARD TO TEST TAP FOR AIR SERVICE. PRESSURE DIFFERENTIAL TRANSMITTER/ INDICATOR FOR AIR SERVICE NTS CLEAN WATER SERVICES ( 13249 DURHAM AWWTF PHASE 5B2 CHZMH LL 13302.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 PRESSURE GAUGE/ PRESSURE SWITCH (PS) TRANSMITTER • 1/2" SST TUBING NOTE 1 1/2" V306 BALL VALVE SEE DETAIL 13305 TEST TAP / DRAIN PORT NOTES: 1. LOCATE PROCESS TAP ON SIDE OF PIPE FOR LIQUIDS SERVICE. LOCATE PROCESS TAP ON TOP OF PIPE FOR AIR/GAS SERVICE. 2. INDICATOR AND SWITCH INSTALLATION SHOWN. FOR SINGLE INSTRUMENT INSTALLATIONS, MOUNT DEVICE DIRECTLY ABOVE TEST TAP. 3. INSTALL PRESSURE INSTRUMENTS IN A VERTICAL ORIENTATION FOR VIEWING EASE. PRESSURE INSTRUMENT INSTALLATION DIRECT MOUNTING NTS CLEAN WATER SERVICES ( 13302 DURHAM AVWVTF PHASE 5B2 CH2MHILL 13303.dgn 10/24/2014 CH2MHILL PROJECT NO. 495379 MOUNT TRANSMITTER/ / - INDICATOR ABOVE /\ _, 1 ELEMENT CONNECTIO REFER TO MOUNTING DETAIL C 13380 ) ( 13381 3/8" VALVE AND TEST TAP, TYP. '. / 2-VALVE EQUALIZATION MANIFOLD 3/8" SST TUBING, TYP. PRESSURE -\CONNECTION ■ 3/8" VALVE NOTES: 1 . FOR GAS SERVICE, SLOPE ALL LINES UPWARD TOWARD INSTRUMENT. 2. FOR LIQUID SERVICE, SLOPE ALL LINES UPWARD TOWARD VENT VALVE. 3. ALL LINES SHALL HAVE A CONTINUOUS SLOPE OF 1/4" PER FOOT MIN (1" PER FOOT PREFERRED). PRESSURE TRANSMITTER INSTALLATION NTS CLEAN WATER SERVICES ( 13303 DURHAM AWVVTF PHASE 5B2 C1•12MHI .L 13304F.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 PRESSURE GAUGE/ PRESSURE SWITCH (PS) TRANSMITTER 1/2" SST TUBING •• 1" ANNULAR SEAL NOTE 1 RED VALVE SERIES 42 41111 101 101 OR EQUAL •— TEST TAP / DRAIN PORT 1" V306 BALL VALVE SEE DETAIL ( 13305 SIMILAR NOTES: 1. LOCATE PROCESS TAP ON SIDE OF PIPE FOR LIQUIDS SERVICE. LOCATE PROCESS TAP ON TOP OF PIPE FOR AIR/GAS SERVICE. 2. INDICATOR AND SWITCH INSTALLATION SHOWN. FOR SINGLE INSTRUMENT INSTALLATIONS, MOUNT DEVICE DIRECTLY ABOVE TEST TAP. 3. INSTALL PRESSURE INSTRUMENTS IN A VERTICAL ORIENTATION FOR VIEWING EASE. PRESSURE INSTRUMENT INSTALLATION ANNULAR SEAL MOUNTING NTS CLEAN WATER SERVICES ( 13304F DURHAM AVVV TF PHASE 5B2 CH2MHIL . 13305A.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 3/4" SST PIPE 3/4" V306 3/4" TAP, DOUBLE STRAP SADDLE mil1 �d' ,d� HO 1 CEMENT LINE STEEL PIPE, CAST IRON PIPE AND DUCTILE IRON PIPE 3/4" V330 FOR PVC PIPE 3/4" SCHED 80 CPVC 3/4" V335 FOR CPVC PIPE PIPE ON CPVC, 3/4" SCHED 80 PVC ;e SOLVENT WELD PIPE ON PVC REDUCING TEE W/ ,.x,,,111111„ SOLVENT WELD BY smi.. FEMALE NPT BUSHING 1 1 PVC AND CPVC PIPE PRESSURE CONNECTION INSTALLATION NTS CLEAN WATER SERVICES ( 13305A DURHAM AWWTF PHASE 5B2 CH2MHILL 13305B.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 3/4" V300 FOR STEEL PIPE 3/4" SST PIPE 3/4" V306 FOR SST PIPE ;5 SCREWED TEE WITH -■- BUSHING SAME MATERIAL AS PIPE I STEEL & SST PIPE 3 1/2" & SMALLER 3/4" V300 FOR STEEL PIPE 3/4" SST PIPE 3/4" V306 FOR SST PIPE ;5 3/4" THREADOLET SAME MATERIAL AS PIPE v 3/16 V STEEL & SST PIPE 4" & LARGER PRESSURE CONNECTION INSTALLATION NTS CLEAN WATER SERVICES ( 13305B DURHAM AWWTF PHASE 5B2 C142MHILL 13321.dgn 1/12/2015 CH2MHILL PROJECT NO. 495379 PRESSURE DIFFERENTIAL SWITCH MOUNT SWITCH ABOVE TAP, SLOPE TUBING DOWN TO TAP POINT @ MIN. 1/4" PER FT --\1/4 AIR DUCT ,m, NOTE 2 ,', LEAVE OPEN TO ROOM AIR NOTE 1 NOTES: 1. FOR AIR SUPPLY, CONNECT HIGH SENSING LINE TO DUCT. FOR AIR EXHAUST, CONNECT LOW SENSING LINE TO DUCT. 2. TUBING SHALL BE 1/4" DIA, TYPE 316 SST. PRESSURE DIFFERENTIAL SWITCH FOR AIR DUCT SENSING NTS CLEAN WATER SERVICES ( 13321 DURHAM AVWVTF PHASE 5B2 CHZMHIL 13380.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 STAINLESS STEEL BOLTS* � , FIELD NUTS & LOCKWASHERS - INSTRUMENT* WELDED AL c 0 END CAP 0 0 STAINLESS STEEL* 3 PIPE MOUNTING BOLTS, NUTS & I BRACKET* LOCKWASHERS 2" SCHED 40 AL PIPE PL 1/2"x10"x10" AL 3/16 V V 1" NONSHRINK GROUT °' .o•ob:Q.ao• :,o ob: • SECURE TO SLAB WITH • (4) 1/2" CONCRETE ANCHORS STANCHION MOUNT NOTES: 1 . PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING TO SPECIFICATIONS FOR PAINTING. 2. COMPONENTS DESIGNATED BY* ARE SUPPLIED BY INSTRUMENT MANUFACTURER. FIELD INSTRUMENT MOUNTING - STANCHION NTS CLEAN WATER SERVICES ( 13380 DURHAM AWWTF PHASE 5B2 CH2MHI . 13381.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 (� FIELD INSTRUMENT STAINLESS STEEL BOLTS, NUTS & 0 0 WELDED AL LOCKWASHERS 5" Q ' END CAP 2" SCHED 40 AL PIPE PIPE MOUNTING BRACKET • •b p• .v•a• O SECURE TO WALL ` L WITH (4) 1/2" SST CONCRETE - -� ANCHORS ti <TYP 0 0. 3/16 PL 1/4"x8"x8" AL, TYP 3/16 V CONCRETE WALL NOTES: 1. ALL MOUNTING BRACKETS ARE TO BE INSTALLED APPROXIMATELY 4'-0" ABOVE FLOOR, UNLESS OTHERWISE NOTED. FIELD INSTRUMENT MOUNTING - WALL NTS CLEAN WATER SERVICES ( 13381 DURHAM AVWVTF PHASE 5B2 CH2 (HILL 13388.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 316 SST UNI STRUT STUD NUT :o CONCRETE STEEL PLATE WALL OR ' :0. O• . PROVIDE 1/4" AL MOUNTING „ ffl PLATE, ROUND EDGES, SIZED TO EXTEND A MINIMUM OF 1" BEYOND ALL SIDES OF o THE INSTRUMENT ° • SECURE TO WALL � WITH (4) 1/2" : CONCRETE ANCHORS OR BLIND ANCHORS FOR STEEL PLATE. .,r - _] . 0 Q • •0. Q . O. O•. FLOOR SLAB NOTES: 1. ALL INSTRUMENTS AND PANELS LOCATED OUTDOORS SHALL HAVE A SUN SHIELD. 2. REFER TO AREA CLASSIFICATION TABLES FOR ANCHOR MATERIAL REQUIREMENTS. WALL MOUNTED PANEL OR INSTRUMENT INSTALLATION NTS CLEAN WATER SERVICES ( 13388 DURHAM AWWTF PHASE 5B2 CH2MHILL 13399.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 SEE NOTE 1 RED INDICATOR ALTERNATIVE LOCATION GREEN INDICATOR STACKED BEACON • Mii MOUNTING HEIGHT ___u_- 6'-0" AFF UNLESS INDICATED OTHERWISE ON DRAWINGS o ENTRY DOOR INTO ALARMED O SPACE IL 1 IL NOTES: 1. LOCATE INDICATOR WITHIN TWO FEET OF THE ENTRY DOOR OUTSIDE OF THE ALARMED SPACE. 2. LOCATE BEACON ON THE LATCH SIDE OF THE DOOR. IF THIS MOUNTING LOCATION IS NOT AVAILABLE OR OBSTRUCTED THE ALTERNATIVE LOCATION MAY BE USED. GO / NO-GO VISUAL ALARM INDICATOR NTS CLEAN WATER SERVICES ( 13399 DURHAM AVVVVTF PHASE 5B2 CH2MHI _L 15154.dgn 2015\01\09 CH2MHILL PROJECT NO. 495379 1" V900 1" HOSE ADAPTER 1" NPW— E "z— CASING GUARD ao 1--r GALVANIZED STEEL FILL WITH GROUT / \/ WALL SLEEVE v v e a C N 4 D D N IA 0 1" NPW > w O y__ a U U 2 w DQ- 2 (i) z — cn 2 CU FT PIPE r�;1t -•610,4 N EMBEDMENT o� A IV* •• •0 8 • \- PEDESTAL MOUNTED 1" NPW POST HYDRANT NTS CH2M HILL CLEAN WATER SERVICES ( 15154 DURHAM AVWVTF PHASE 5B2 CH2MH LL 15191.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 MAIN LINE PIPE 1, "' ICI '% d / 2"x6" NIPPLE, MATERIAL AS SHOWN IN PIPE SCHEDULE CJ 2" V301 - HANDLE HORIZ WHEN CLOSED; VERTICAL UP WHEN OPEN 2" MALE QUICK CONNECT ::■�, HOSE COUPLING W/CAP, e ATTACH CAP TO COUPLING W/CHAIN O J LL NOTES: 1 . FOR LINE SIZE 2" AND SMALLER, FITTINGS AND VALVES SHALL BE SAME SIZE AS LINE. FLUSHING CONNECTION NTS ©CH2M HILL CLEAN WATER SERVICES ( 15191 DURHAM AWWTF PHASE 5B2 CH2MHILL 15205.dgn 1/10/2015 CH2MHILL PROJECT NO. 495379 3" WELDED STL PIPE —\?„ _r II■ 3" V405 VALVE, LOCATE AT A LEAST 1 FT ABOVE GRADE V TERMINATE 1 F� MEIN ABOVE GRADE ``• , 1 ______ 3" STL PIPE 3" FLANGED NOZZLE WELDED TO STEEL PIPE 17 PIPE HIGH POINT VENT NTS CLEAN WATER SERVICES ( 15205 DURHAM AVWVTF PHASE 5B2 CH2NIHILL 15501.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 B-LINE FIG B2400, STAINLESS STEEL PIPE STRAP W/ 1/2" BOLTS - - - - - 1 - - - - 1/2" I TYP 10" MAX DIA PIPE iT r TYP> L5x3x1/4 3/16 V 2 HSS4x4x1/4 � 1 1/2" TYP PL 3/4" R 8 4110 11 :o. • i o. • i .o. • . oa 7 1/2" I 4 - 3/4" SST ADHESIVE EW ANCHORS W/ 6" EMBEDMENT NOTES: 1. PROVIDE SUPPORTS AS REQUIRED BY PIPE SIZE AND MATERIAL, 10'-0" MAXIMUM. 2. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED FOR PIPES LESS THAN 4" DIAMETER. 3. FOR MATERIAL PAINTING AND COATING SEE SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT NTS CLEAN WATER SERVICES ( 15501 DURHAM AVWVTF PHASE 5B2 CHZMHILL 15503.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 WALL ANCHORS SPACER BLOCK AS REQUIRED rLi PIPE SIZE 4" MAX , j o - 0 ## / [1, _ . PIPE CLIP NOTES: 1. FOR VERTICAL PIPES ONLY. 2. PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED. FABRICATE OVERSIZE STRAP WHERE REQUIRED. 3. FOR MATERIAL, PAINTING AND COATING SEE SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT - WALL MOUNT NTS CLEAN WATER SERVICES ( 15503 DURHAM AWWTF PHASE 5B2 CH2MHILL 15505.dgn 1/10/2015 CH2MHILL PROJECT NO. 495379 MACHINE BOLT, TYP TOLCO FIG 7 3/4" THRU OFFSET PIPE 10" PIPE CLAMP PROVIDE PIPE PLAN OR PROTECTION BARRIER VERTICAL PIPE AS SPECIFIED. FABRICATE ELEVATION OVERSIZE CLAMP WHERE REQUIRED. CONCRETE ,., ' FLOOR OR 1",;i .r. WALL Q Lu uu r a _ . o. •. o •.o. °• _ °a° 1/2" DIA SST CONCRETE ADHESIVE ANCHORS WITH 4" EMBEDMENT SECTION NOTE: FOR MATERIAL, PAINTING AND COATING SEE SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT - WALL MOUNTED NTS CLEAN WATER SERVICES ( 15505 DURHAM AWWTF PHASE 5B2 CH2MHILL 15524.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 CHANNEL, ANGLE OR PRE-ENGINEERED PIPE SUPPORT PRE-ENGINEERED PIPE CLAMP ALL \ 1 EXTERIOR > V !� WALLS / _ N_ Z_ CONCRETE ANCHORS I xx 2 MIN, NUMBER AND ( SIZE AS REQUIRED 2 BY CALCULATIONS M 1 1/2" MIN NON- SHRINK GROUT co z o _ CONCRETE SLAB c`' 2 O O d o, ° Li]] I�I O .O O°aOo °o NOTES: 1. MAXIMUM PIPE SIZE: 4" DIAMETER. 2. FOR MATERIAL, PAINTING AND COATING SEE SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. 3. PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED. 4. SUBMIT FINAL DESIGN CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED. FLOOR PIPE SUPPORT NTS CLEAN WATER SERVICES ( 15524 DURHAM AWWTF PHASE 5B2 CH2MHI _L 15540A.dgn 1/10/2015 CH2MHILL PROJECT NO. 495379 J L C C L NOTES: _-�. I I Al" . THE MIDDLE RING LENGTH OF THE SLEEVE COUPLING SHALL L7 I I_jA`' BE AS SPECIFIED. ,-_... Jill�1 111._ Iw 2. THE CONTRACTOR FROM MANUFACTURERS DETERMINE THE TA LENGTH OGS USING(COUPLING G J w o BOLT LENGTH)FROM MANUFACTURER'S CATALOGS USING THE T SPECIFIED MIDDLE RING LENGTH. 3. "G"=MANUFACTURERS RECOMMENDED SPACE BETWEEN ENDS 11I�1H[ 11F ' Ul (;)) OF PIPE. w 4. "C"=J+A+1 INCH,(ROUND THIS VALUE UP TO NEXT EVEN INCH), ah MINIMUM. _.I1/1 ll iMi. 5. TIE ROD LENGTH=2L+2C+G. 6. "L"SHALL BE EQUAL TO OR GREATER THAN 3 TIMES THE TIE ROD TIE RODS,FOR NUMBER DIAMETER. AND SIZE,SEE SCHEDULE FLEXIBLE SLEEVE COUPLING,AS SPECIFIED TIE ROD LUGS,SEE SCHEDULE AND DETAILS SINGLE THRUST COUPLING DETAIL J J CONCRETE L C D C L 6" WALL ��i MIN rlr S IN1 I I I ��I;o.0.o°Q0. NOTES: / _,1'I �I 1�11-.-,5 aD 1. THE MIDDLE RING LENGTH OF THE SLEEVE COUPLING SHALL BE AS SPECIFIED. 2. THE CONTRACTOR SHALL DETERMINE THE LENGTH"J" (COUPLING _ BOLT LENGTH)FROM MANUFACTURER'S CATALOGS USING THE 111 li " 1 __ SPECIFIED MIDDLE RING LENGTH. o• •o, 3. G=MANUFACTURER'S RECOMMENDED SPACE BETWEEN ENDS I�I I I OF PIPE. .I� .1I__ 4. C=J+A+1 INCH,(ROUND THIS VALUE UP TO NEXT EVEN INCH), •,,, i, • MINIMUM. 5. D=2C+6 INCHES UNLESS OTHERWISE SHOWN OR SPECIFIED. FLEXIBLE SLEEVE 6. TIE ROD LENGTH=2L+2C+2G+D. COUPLING AS SPECIFIED, FOR LOCATION,SEE PLANS TANDEM THRUST COUPLING DETAIL SPECIAL THRUST TIE FOR STEEL PIPE NTS CLEAN WATER SERVICES ( 15540A DURHAM AWVVfF PHASE 5B2 CH2MHILL 15540B.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 LUG SCHEDULE TYP TIE ROD DIA LUG TYPE TB T A HB HF W E Y X WELD s.TB �f TB 5/8 P 1/2 3/8 " 5 3 7/8 2 1 3/8 3 5 5 3/16 }F �• 3/4 P 5/8 3/8 6 4 1/8 2 1 112 3 1/8 6 6 3/16 BACK I 7/8 P 5/8 112 61/2 43/8 2 15/8 31/8 61/2 61/2 114 PLATE 5/8 RR 1/2 3/8 _ 5 37/8 2 138 3 RING RING 3/16 DEG 3/4 RR 5/8 3/8 6 4118 2 11/2 31/8 RING RING 3/16 — 7/8 RR 5/8 1/2 6 1/2 4 3/8 2 1 5/8 31/8 RING RING 1/4 >- —___ q. F-a SYM X 1 RR 3/4 1/2 7 43/4 21/4 1 3/4 31/4 RING RING 1/4 1114 RR 3/4 5/8 71/2 51/2 21/2 2 /8 33/4 RING RING 1/4 1114 RR 7/8 5/8 7112 5112 2112 2 1 5 18 3314 RING RING 5/16 13/8 RR 7/8 5/8 83/4 53'4 2112 21/4 33/4 RING RING 5/16 _ GUSSET A 11/2 RR 1 3/4 10 6 21/2 21/2 37/8 RING RING 3/8 PLATES 15/8 RR 11/8 3/4 " 103/4 61/4 21/2 25/8 37/8 RING RING 3/8 FRONT 1 3/4 RR 1 118 7/8 12 6 1/2 2 1/2 2 3/4 4 RING RING 3/8 PLATE TYPE"P"PLAN 1 7/8 RR 1 1/4 7/8 _ 13 63/4 2 1/2 2 7/8 4 RING RING 3/8 2 RR 13/8 1 14 71/4 25/8 31/8 41/4 RING RING 7/16 21/4 RR 13/8 1 153/4 73/4 2518 33/8 43/8 RING RING 7/16 21/2 RR 11/2 1 171/2 8 _ 2518 358 _ 412 RING RING 7/16 NOTE: TB • TYP C t• V TB 1. THE CONTRACTOR SHALL VERIFY THAT THE SLEEVE COUPLING, BACK TO BE PROVIDED BY THE CONTRACTOR,WILL FIT IN THE SPACE RING BETWEEN THE PIPE AND THE TIE RODS)AS PROVIDED BY THE LUG SCHEDULE. CE TIE __ ti ROD I a X SEE NOTE 1 O — Y 5 HOLE OVERSIZE SEE NOTE 1 d TIE ROD DIA+OS a TIE ROD DIA OS O P UP TO 1" 1/8" BACK RING w 1 1/8"TO 1 3/4" 3/16" Arfaii,\441 FRONT RING ` ABOVE 1 3/4" 1/4" Q TIE I 1 1 I 1 11 I ROD fl . 1 1 I I 1 1 ' TYP _—I I� PIPE A A FRONT CUT PLATE NOTE: RING TO FIT PIPE OD 1. ENDS OF BACK AND FRONT PLATE FOR TYPE"P"LUG TYPE"RR"DEVELOPED PLAN SHOWN DASHED. FRONT ELEVATION NOTES: 1. "b"SHALL BE GREATER THAN OR EQUAL TO"a". 2. •SHALL BE 15 DEG,EXCEPT THAT IT SHALL BE REDUCED AS NECESSARY FOR"a"TO EQUAL"b". 3. FRONT AND BACK RINGS BACK RING CONTINUOUS AROUND PIPE. 4. SEE LUG SCHEDULE FOR SEAL TYP WELD SIZE. 5. GUSSET PLATE SHALL HAVE A TIGHT FIT WITH THE BACK PLATE AND BACK I Ot TIE ROD FRONT RING AS DEFINED PER AWS D1.1. m RING W GUSSET PLATES, BEVEL AND CURVE TO MATCH PIPE OD GUSSET ELEVATION SPECIAL THRUST TIE FOR STEEL PIPE NTS CLEAN WATER SERVICES ( 15540B DURHAM AVVVVfF PHASE 5B2 CH2MH .L 15540C.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 TEST NOTES; PRESSURE 50 PSI 1. TIE RODS SHALL BE ASTM A193 GRADE B7.RODS 5/8-INCH THROUGH 7/8-INCH MINIMUM DIAMETER SHALL HAVE ASME 81.1 COARSE THREAD SERIES(UNC)THREADS. PIPE LUG TIE ROD NUMBER PIPE WALL TIE RODS 1-INCH AND LARGER IN DIAMETER SHALL HAVE 8 THREADS PER INCH NOMINAL DIAMETER TYPE REQUIR ED THICKNESS (8-UN). DIA(IN) (IN) (W) 2. NUTS SHALL BE HEAVY HEX CONFORMING TO ASTM A194 GRADE 2H. 3. PLATE SHALL CONFORM TO ASTM A516,GRADE 70. 6 P 5/8 2 0.280 4. TIE RODS SHALL BE EQUALLY SPACED AROUND THE PIPE AND SHALL 8 P 5/8 2 0.280 STRADDLE THE TOP CENTERLINE OF THE PIPE. 10 P 518 2 0.350 5. TIE RODS SHALL BE TIGHTENED GRADUALLY AND EQUALLY IN STAGES TO 12 P 5/8 2 0.400 PREVENT UNEVEN ALIGNMENT AND TO ALLOW EQUAL STRESS ON ALL RODS 14 RR 5/8 2 0.188 UNDER PRESSURE TIGHTEN UNTIL SNUG.PROVIDE DOUBLE NUTS AFTER 16 RR 518 2 0.188 TIGHTENING TO LOCK THE ASSEMBLY.AT LEAST TWO FULL THREADS SHALL 18 RR 5/8 4 0.188 PROTRUDE FROM THE LOCKING NUT. 20 RR 5/8 4 0.188 6. ALL WELDS SHALL MEET THE REQUIREMENTS OF AWS D1.1.VT ACCEPTANCE SHALL BE TABLE 6.1'STATICALLY LOADED NON-TUBIAAR STRUCTURES'. 24 RR 5(8 4 0.188 7. THE MINIMUM PIPE WALL THICKNESS SHOWN IN TI-E SCHEDULE IS THE 30 RR 7/8 4 0.250 MINIMUM SHELL THICKNESS ALLOWED UNDER THE HARNESS ASSEMBLY.IF 36 RR 7/8 6 0.250 WRAPPERS OR PADS ARE USED,THIS MINIMUM THICKNESS BECOMES THE 42 RR 1 6 0.250 MNIMUM THICKNESS OF THE WRAPPER.IF WRAPPERS ARE USED,THE 48 RR 1 6 0.250 MINIMUM WIDTH AND/OR LENGTH SHALL NOT BE LESS THAN THE"A'AND/OR 54 RR 1 118 6 0.250 'X-DIMENSIONS SHOWN IN THE LUG SCHEDULE PLUS 2-INCHES OR THE'A' 60 RR 1 1!8 8 0.250 AND/OR'X'DIMENSIONS PLUS 2 TIMES I.56411,(WHERE R IS 0.5 TIMES THE 66 RR 1 1/4 8 0.313 PIPE OUTSIDE DIAMETER AND T IS THE MINIMUM PIPE SHELL THICKNESS), WHICHEVER IS GREATER.PIPE WALL THICKNESS GREATER THAN THAT 72 RR 1 3/8 8 0.313 SHOWN IN THE TIE ROD SCHEDULE MAY BE REQUIRED AND MAY BE SHOWN 78 RR 1 1/2 8 0.375 OR SPECIFIED ELSEWHERE. 84 RR 1 1/2 10 0.375 8. FRONT AND BACK RING SEGMENTS SHALL BE JOINED BY CJP GROOVE WELDS 90 RR 1 1/2 10 0.375 THAT SHALL BE 100%RADIOGRAPHICALLY TESTED PER AWS D1.1,6.12.1. 96 RR 11/2 10 0.400 102 RR 15/8 10 0.425 108 RR 13/4 10 0.450 114 RR 13/4 10 0.475 120 _ RR 13/4 12 0.500 SPECIAL THRUST TIE FOR STEEL PIPE NTS CLEAN WATER SERVICES ( 15540C DURHAM AVVVVTF PHASE 5B2 CHZIIAHILL 15607.dgn 2015\01109 CH2MHILL PROJECT NO. 495379 FILL WITH FILL WITH SILICONE NON-SHRINK CAULK TO PROTECT GROUT - o ._...0;-o 0:0.c Q:o THREADS, JOINT TO o.• . °• BE WATERTIGHT ....•.� PASSING PIPE a�—lam-a WATER SIDE DRY OR — - INTERIOR EXTERIOR WALL WALL SEE NOTE 1 ` MODULAR MECHANICAL ►��, SEAL ASSEMBLY WITH SST BOLTS AND NUTS, 0 . G. AS SPECIFIED FOR NEW WALLS, PROVIDE PIPE SLEEVE, NOTE 2. FOR EXISTING WALLS, OMIT PIPE SLEEVE AND CORE DRILL TO DIAMETER RECOMMENDED BY MECHANICAL SEAL ASSEMBLY MANUFACTURER. INSIDE SURFACE MUST BE SMOOTH. PREPARE AND COAT EXPOSED STEEL REINFORCEMENT WITH SYSTEM NO.7. GROUT FILL AND / OR MACHINE AS NECESSARY FOR SMOOTHNESS NOTES: 1. WHERE PIPE PASSES THROUGH INTERIOR WALL, GROUT IS NOT REQUIRED. WALL PIPE PENETRATION SEAL NTS CLEAN WATER SERVICES ( 15607 DURHAM AWWTF PHASE 5B2 CH2MH .L 15610.dgn 22-FEB-2007 CH2MHILL PROJECT NO. 495379 PASSING PIPE (SEE NOTE 1) FILL WITH SILICONE CAULK TO PROTECT THREADS. JOINT TO FILL WITH BE WATERTIGHT NON-SHRINK GROUT ° ° o° 4°H; • • CORE DRILL TO ° ° ��' A • °•A i� ii ►i∎o •. 'o■.A.°.. DIAMETER po• °° :1 % •° RECOMMENDED .::.o .! •.� �._, ►., .o BY MECHANICAL o o,a 01.64. �� °o SEAL ASSEMBLY • MANUFACTURER INSIDE MODULAR MECHANICAL SEAL ASSEMBLY WITH SST BOLTS AND NUTS, AS SPECIFIED. NOTES: 1 . PROVIDE RISER CLAMP FOR PASSING PIPE AT ABOVE SLAB LOCATION. FLOOR PENETRATION SEAL NTS CLEAN WATER SERVICES ( 15610 DURHAM AWWTF PHASE 5B2 CH2MHILL 15640.dgn 11/18/2014 CH2MHILL PROJECT NO. 495379 SET COVER OF VALVE BOX CAST IRON LID AND CONC PAD 1/4 " BELOW GRADE IN PAVEMENT OR SHOULDER, AND FLUSH WITH PROVIDE 1'-6" SQ x 4" GRADE ELSEWHERE THICK CONC PAD FINISHED GRADE COMPACTED :o; I BACKFILL - • 11117-1-- CAST IRON VALVE BOX, I I SLIDING TYPE, Z I UPPER SECTION I III CAST IRON COT I EXTENSION ROD REQD W/ 2" VALVE BOX I OPERATING NUT 1'-0" BELOW LOWER SECTION I ' GRADE WHEN VALVE ' IS OVER 3'-0" BELOW GRADE u GATE VALVE � E VALVE SIZE AND ENDS AS SPECIFIED OR INDICATED ON PLANS BURIED GATE VALVE BOX NTS ©CH2M HILL CLEAN WATER SERVICES ( 15640 DURHAM AVVV TF PHASE 5B2 CH2MH LL 15720.dgn 2015101\09 CH2MHILL PROJECT NO. 495379 1/2" CHAMFER, BOTH FLANGES 1'-6" 2- 3/8" DIA 8" SST BOLTS 7 SST BOLT PER r r _ _it ._ HOS RACK MFR ;II II II SST HOSE RACK v o III I ' I - 07% 1/4" SST PL U I L — j c, SST C 3x4.5 C° I � 8"x8"x1/2" SST PL, 3/16V MIN WITH 5/8" DIA A ANCHOR BOLTS ii II II LEVELING NUTS Il II II II II II II III II L J) 4" HIGH MIN `J L ) CURB OR EQUIPMENT PAD ELEVATION SECTION NOTES: 1 . REMOVE ALL BURRS AND SHARP EDGES. FLOOR MOUNTED HOSE RACK NTS CLEAN WATER SERVICES ( 15720 DURHAM AVVVVT F PHASE 5B2 CHZNIHILL 15884.dgn 2015\01\09 CH2MHILL PROJECT NO. 495379 BENT PL 3/16x3xCONT STRAP WITH END PLATE 3x3x3/8 EA END I DUCT CL ELEV, SEE DWGS 1/4x6" NEOPRENE SHEET BETWEEN DUCT AND PLATE 14x4x3/8x0'-3" SADDLE PLATE 3/8x6" I BENT TO OD OF DUCT +1/2" 1/4 I PL 3/8x6" STIFFENERS VARIES EA SIDE OF SADDLE g_ BASE PLATE ' 1/2x10" REQD II I II II o 0 1 1/4" MINIMUM 3" TYP 8-5/8" DIA SST TYPE IL NS GROUT DRILL-IN ADHESIVE 3/16 :\ NCHORS @ 7" GA O 3/16 TYP FRP DUCT 5/8" DIA BOLT, PROVIDE STEEL PLATE 3"x3" WASHER SHIM PACK SO BOLT CAN BE TIGHTENED WITH STRAP SNUG ON DUCT NOTE: CONCRETE SLOPES VERIFY ELEV IN FIELD 1. ALL MATERIALS TO BE ° Ili I STAINLESS STEEL UNLESS I I I NOTED OTHERWISE. I I I 3 1/2" I I I TYP DUCT SUPPORT DETAIL NTS CLEAN WATER SERVICES ( 15884 DURHAM AVVVVTF PHASE 5B2 CH2MHIL - 15886.dgn 2015101\09 CH2MHILL PROJECT NO. 495379 7 ROOF BEAM WHERE OCCURS. ATTACHMENT TO L4x4 ANGLE SIMILAR WITHOUT FIG. B3083. SEE NOTE 3 Z Z ��— 5/8" DIA BOLT u., B-LINE I 3/16 v <I-YP e 4" FIG. B3083 9 1[ MAX ROD ATT, TYP 1 1 _ 2" TYP 1/2" THREADED i 1 1/2" TYP ROD I I LI'LENGTH AS REQD (40" MX) — — 3"x3"x1/4" ANGLE ,•' MAX im B-LINE FIG. B22 CHANNEL W/TOLCO SL228 ROD STIFFENER EA END AND MAX 1'4 " O.C. FRP DUCT ----I I 2" BENT PL1/4x3", TYP OF 2 PIECES 1 1/2" AROUND DUCT WRAP DUCT WITH 3"x1/4" NEOPRENE SHEET NOTES: 1. ALL MATERIALS EXCLUDING CHANNEL CONNECTION TO BEAM SHALL BE STAINLESS STEEL. 2. VERIFY DUCT OUTSIDE DIAMETER AND ELEVATION FOR SUPPORT FABRICATIONS. 3. WHERE SUPPORT LOCATIONS DO NOT ALIGN WITH ROOF BEAMS PROVIDE L4x4x5/16 TO SPAN PERPENDICULAR TO BEAMS SUPPORTED AT TOP OF BOTTOM FLANGE WITH 1/4" FILLET WELD ALL AROUND. DUCT SUPPORT DETAIL NTS CLEAN WATER SERVICES ( 15886 DURHAM AVWVTF PHASE 5B2 ,CH2MHILL 15888.dgn 2015\01\09 CH2MHILL PROJECT NO. 495379 316 SST BOLTS AND HARDWARE, TYP. 1/4" DIAMETER / MINIMUM. BOLTING PATTERN PER DUCTWORK SPECIFICATION FA DUCT 1/4" HYPALON GASKET COVER PLATE 1■1 Ea///I V/ L ... ., � PLATE SUPPORT ANGLE BOLT FLAT WASHER PLATE ICI LOCK WASHER SUPPORT ANGLE NUT EXISTING COVER PLATE FA CONNECTION NTS ©CH2M HILL CLEAN WATER SERVICES ( 15888 DURHAM AWWTF PHASE 5B2 CH2MH .L 15889.dgn 2015\01\09 CH2MHILL PROJECT NO. 495379 STAINLESS STEEL ABOVE GRADE BOLTS ALL AROUND FRP DUCT FOR AIR AND WATER TIGHT FIT 1/4" HYPALON GASKET FLANGE FOR f I ITT1' BOLTS ON EACH II =`I((-,l l 11111=,III =11(1-1111=1111,1111 Fill IIII^ IIII III1= BELOW GRADE --� HDPE DUCT NOTES: 1. PROVIDE OVERSIZED FRP DUCT FLANGE FACE TO MATCH THE FLANGE SIZE OF THE OPPOSING HDPE. FRP TO HDPE DUCT CONNECTION DETAIL NTS .�CH2M HILL CLEAN WATER SERVICES ( 15889 DURHAM AWWTF PHASE 5B2 CH2MH L - 15897.dgn 2015101\09 CH2MHILL PROJECT NO. 495379 1/2" 1/2"x1" • INCREASER ISOMETRIC 4" FRP CONNECTION W/PVC BLIND FLANGE 1/2" PVC FULL COUPLING BOND TO PVC FLANGE 112" PVC 1/2" BALL VALVE 90 DEG ELBOW, (V330) TURN INTO FA CAP FLOW, PROVIDE 1/2"x1" INCREASER Mit'•I1811 3- - - - � , @ 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. GAS SAMPLE PROBE NTS CLEAN WATER SERVICES ( 15897 DURHAM AVWVfF PHASE 5B2 C • 2MHILL 15898.dgn 2015\01\09 CH2MHILL PROJECT NO. 495379 CLEANOUT WITH PLUG UNION FULL SIZE VENT EQUIPMENT OR ` in., DUCT DRAIN I I CONNECTION 1 , 1" MIN -�' FT_ co SLOPE 1" AIR GAP _ r HUB f DRAIN •Q o o o J o • o \� L _` BLOCKOUT IN STRUCTURAL SLAB AS REQUIRED NOTES: 1. MINIMUM DRAIN PIPE SIZE TO BE EQUAL TO CONNECTION PROVIDED WITH EQUIPMENT OR AS INDICATED ON DRAWING. 2. MINIMUM DISTANCE "A" EQUAL TO ONE HALF SYSTEM NEGATIVE STATIC PRESSURE (IN. W.C.) PLUS 1" OR SYSTEM POSITIVE STATIC PRESSURE PLUS 1". 3. MINIMUM DISTANCE "B" EQUAL TO SYSTEM NEGATIVE STATIC PRESSURE (IN. W.C.) PLUS 1" OR ZERO FOR SYSTEM POSITIVE PRESSURE. 4. PROVIDE BLOCKOUT IN STRUCTURAL PAD AS NEEDED FOR REQUIRED TRAP DEPTH. 5. ALL PIPING TO BE SCHEDULE 80 PVC. 6. ALL PIPING TO BE INSULATED. VENT OPENING AND CLEANOUT PLUG SHALL REMAIN ACCESSIBLE. EQUIPMENT DRAIN TRAP NTS Cc CH2M HILL CLEAN WATER SERVICES ( 15898 DURHAM AWWTF PHASE 5B2 CH2MH LL 15899.dgn 2015\01\09 CH2MHILL PROJECT NO. 495379 I cO N u (TT11. SEE NOTE 2 I 1" PVC OR FRP THREADED PIPE NIPPLE, WITH CAP (TYP OF 2) FRP WELD, MIN TWO LAYERS DUCT 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. FOUL AIR TEST PORT NTS CLEAN WATER SERVICES ( 15899 DURHAM AVVVVrF PHASE 5B2 CH2MHILL 15900.dgn 2015\01109 CH2MHILL PROJECT NO. 495379 SST MEDIUM DUTY PIPE CLAMP WITH SST BOLTS ELASTIMERIC FA DUCT PAD, 1/8" THICK al 1.1 i / I L,r, ...._____ _______) Lr=r' 1 1L/T2S" III >3/16"" ■ 3/16 ■ 3/16" 3/8" THICK 3/16" J / SST PLATE, 'A' DIA 3/16" "B" SQUARE STAINLESS / STEEL PIPE 1/4" / 12" DIA CONC SHAFT W/ (4)#5 VERTS AND z #3 TIES AT 6" 0.C. W/ 33" SPACING @T C A _ , , GRADE X1111=111.-1 ((-111 _ � _ DUCT SIZE "A" "B" - 11(IIII (111E M1' ; 111= 4"-6" 3„ 6" 8"-16" 4" 9" cNI 18"-60" 6" 12" - - - o z d NOTES: NOTE 1 1. IN LEU OF PIER AS SHOWN, CONTRACTOR MAY PROVIDE 3'x3'x8" DEEP CONCRETE PAD,C3356)' SIM. 2. MATERIAL OF CONSTRUCTION TO BE TYPE 304 SST FRP DUCT SUPPORT DETAIL-GRADE MOUNTED NTS CLEAN WATER SERVICES ( 15900 DURHAM AVVV TF PHASE 5B2 CH2MHILL 15957.dgn 11/16/2014 CH2MHILL PROJECT NO. 495379 (ISOLATION) * SS BLIND FLANGE WITH TAP TO MATCH SIZE OF BALL VALVE COMPRESSION HARDWARE �- W/ 300 SERIES 0-RING * 0'\ SS RESTRAINT HOOK * SS SAFETY CHAIN * SOLUTION TUBE * El! :migi •�, ` 6" DIAMETER/ 3 MIN BALL CHECK VALVE * FLEXIBLE HOSE * u•s BALL VALVE * _L LL CHEMICAL SIZE AND SERVICE MAIN LINE AS INDICATED V330 NOTES: 1. VALVE SIZE, TYPE, AND MATERIAL TO MATCH 411 1 is 1= FEED LINE SIZE AND TYPE AS SPECIFIED FOR SERVICE. CHEMICAL INJECTOR 2. ASTERISK (*) INDICATES INCLUDED WITH SPECIFIED CHEMICAL INJECTOR PACKAGE. NTS CLEAN WATER SERVICES ( 15957 DURHAM AVWV F PHASE 5B2 ,CH2MHILL 16100.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 BOTTOM OF STEEL OR CONCRETE STRUCTURE CONDUIT SIZE AS REQUIRED NOTE 2 "' NOTE3 �` 4 �•°• 666 1 51 1 I MIN 'e' SEISMIC BRACE TO FRAMING CHANNEL ROOF OR FLOOR TOP OF BEAM ABOVE UNLESS BRACED TO WALL, NOTE 2 AS REQUIRED, NOTE 1 SINGLE RACK NOTES: 1. LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING BETWEEN CONDUITS. 2. DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE SUPPORT RODS, CONNECTIONS AND BRACES PER MANUFACTURER'S RECOMMENDATIONS AND SEISMIC REQUIREMENTS. 3. AT STEEL STRUCTURE, USE MALLEABLE BEAM CLAMP. AT CONCRETE STRUCTURE, USE UNIVERSAL CONCRETE INSERT, FRAMING CHANNEL WITH #4 x 3'-0" BELOW. TYPE AND SIZE AS REQUIRED BY TOTAL LOADS. 4. USE STAINLESS STEEL HARDWARE IN WET AND/OR CORROSIVE AREAS. 5. SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT DISTURBING ADJACENT CONDUITS. CONDUIT RACKING SYSTEM NTS CLEAN WATER SERVICES ( 16100 DURHAM AWWTF PHASE 5B2 CH2MHILL 16106.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 • ao. GALVANIZED STEEL :0.-0%°:<:0;0, SHEET METAL INSULATION AS REQUIRED •ESCUTCHEON, TYP 1 ;'0:0:0.0;-0:, TO FILL CAVITY .rnm i ice&�4v.0 ililililiiiliiililiilii A I- Z ow o � � w el =,c,)- 0 • �illlilillillllfiilliilllllf ° GALVANIZED STEEL PIPE g� -°'' -°--1 SLEEVE OR CORE DRILLED °0 �"� �-, CONDUIT• HOLE IN CONCRETE WALL •0 4).°°:09•' NOTES: 1. CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. IF WALL IS A FIRE WALL, FILL CAVITY WITH FIRE STOP SEALANT AS SPECIFIED. INTERIOR WALL PENETRATION NTS ©CH2M HILL CLEAN WATER SERVICES ( 16106 DURHAM AWWTF PHASE 5B2 CH2MHILL 16107.dgn 1/12/2015 CH2MHILL PROJECT NO. 495379 EXISTING BUILDING o:° ° WALL ° , o o. 0� LB ,° LB CONDULET CONDULET °' ° 00 v .o 0 00 0 f FINISH GRADE o t--"-e as 11+f1 Q•Q�o;ao•°a —� j _'=1111-1111 — ,11k \1I11E 0 0 e o .° ♦` '--` NOTES: 1. INSTALL CONDUITS THROUGH EXISTING WALLS IN ACCORDANCE WITH THIS DETAIL IF NOT OTHERWISE INDICATED. 2. DRILL HOLE USING METHODS THAT LEAVE A SMOOTH OPENING. SEAL OPENING AROUND CONDUIT, INSIDE, AND OUTSIDE, WITH ONE PART POLYURETHANE IMMERSIBLE SEALANT. CONDUIT ENTRANCE NTS CLEAN WATER SERVICES ( 16107 DURHAM AWWTF PHASE 5B2 CH2MH 16108.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 N INSIDE OF °Oo° o STRUCTURE 0. 0 o� o. 000 op 0 e° ° 'O O a o o. • 000000OM i4 0 'o <0• 0 .0o 0. , OVERSIZE ///////// /////////�/// AF/// SLEEVE A __I ' ° . •�O y o �o o oo. 0 ° 0�o O ° • a0,90 o, o o. 0 ADJUSTABLE o 00 0 GLAND LOCATED o• o WHERE ACCESSIBLE — o0° 00.0 • o° 0.0 NOTES: 1. USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENETRATIONS OF BUILDING EXTERIOR WALLS ARE MADE, BELOW OR ABOVE GRADE. WATERTIGHT WALL CONDUIT SEAL NTS CLEAN WATER SERVICES ( 16108 DURHAM AVWVTF PHASE 5B2 C112MHILL 16110.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 PROVIDE A PVC SLEEVE AND FILL WITH A SUITABLE PLASTIC EXPANDABLE COMPOUND WHERE CONDUIT. FOR TYPE CONDUIT PASSES THROUGH SLAB �� REQUIRED, SEE SPECIFICATIONS 'a c / .Qa c 0.00 o �� i a. D o .d ��o o I I p 0 ..p o o, .2 0 0 '°°"0'* : / 0 f. a 0 o • o I I STRUCTURAL SLAB NOTES: 1. ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. SLAB PENETRATION NTS CLEAN WATER SERVICES 16110 DURHAM AWWTF PHASE 5B2 CH2MHILL 16115.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 PREMOLDED JOINT FILLER AT FLEXIBLE NEOPRENE SLEEVE CONSTRUCTION JOINT CLOSED CELL NEOPRENE ADAPTER REQUIRED STAINLESS STEEL FOR PVC CONDUITS M 1 CLAMP, TYP CONDUIT, SIZE vo- - - -�1 �� PER PLANS A+��4 1�� HUB hilT ��1 RGS CONDUIT, �� TYP PROVIDE CONTINUOUS GROUND PATH PER NOTE 3 NEC REQUIREMENTS NOTES: 1. DETAIL APPLIES TO CONDUIT EMBEDDED IN STRUCTURAL CONCRETE AT BUILDING INTERFACES AND AT STRUCTURAL EXPANSION JOINTS. 2. DETAIL APPLIES TO ALL EXPANSION JOINTS FOR THE UNDERGROUND CONCRETE ENCASED CONDUITS. 3. PVC CONDUIT INSTALLATIONS SHALL HAVE 18 INCHES MIN LENGTH OF RGS CONDUIT EACH SIDE OF FITTING. EXPANSION/DEFLECTION COUPLING NTS CLEAN WATER SERVICES C 16115 DURHAM AVVVV F PHASE 5B2 `+1,,,12 MH _L 16152.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 W COLUMN ALL OR NOTES 2 AND 3 WIRING DEVICE OR ELECTRICAL :j EQUIPMENT 3 CONDUIT FOR CONTROL STATIONS MOUNT PIPE STRAP AT 4'-0"± FLOOR OR PLATFORM NOTES: 1. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. USE WASHER AND SPLIT-LOCK WASHERS UNDER ALL NUTS. 2. ON CONCRETE WALLS USE STAINLESS STEEL CONCRETE ANCHORS. MOUNT ENCLOSURE ON 1/2" SPACERS OF 1/2" SCHEDULE 80 PVC CONDUIT. 3. BOXES 6 INCHES SQUARE AND LESS SHALL BE SUPPORTED BY TWO ANCHORS. LARGER BOXES SHALL BE SUPPORTED BY AT LEAST FOUR. DEVICE MOUNTING, WALL OR COLUMN NTS CLEAN WATER SERVICES ( 16152 DURHAM AWWTF PHASE 5B2 CH2MHIL . 16158a.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 10" 1/2" RADIUS, TYP . i 1 1/2", TYP o , 3/8" STEEL PLATE PLAN 1/2" RADIUS, TYP 1/4"x7 1/211x9" STEEL MOUNTING PLATE 3/16 3/16 V 2 411 STEEL CHANNEL C 3/16 FLOOR OR PLATFORM NON-SHRINK GROUT .O .Q•o.a:0..o I I I I :0 ?•o. • a.0..O • O u O . O o . 1/211 CONCRETE ANCHORS OR ANCHOR BOLTS WITH LEVELING NUTS, TYP OF 4 ELEVATION NOTES: 1. HOT-DIP GALVANIZE ASSEMBLY AFTER FABRICATION. 2. USE GALVANIZED MOUNTING HARDWARE. USE WASHERS AND SPLIT-LOCK WASHERS UNDER ALL NUTS AND BOLTS. DEVICE MOUNTING, CONTROL STATION PEDESTAL NTS CLEAN WATER SERVICES C_ 16158a DURHAM AWWTF PHASE 5B2 CH2MH _L 16158b.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 3" 48" MAX 3" �..� SEE NOTE 3 —1/�– 3/4" RADIUS, TYP 1/4" ALUMINUM PLATE, ROUND EDGES, SIZE PER EQUIPMENT REQUIREMENTS 10", TYP 1/2" ALUMINUM 3/16 <TYP PLATE 3/16 7 1 1/4", TYP cs" sr is O H 1/2" RADIUS, TYP Eo zz SECTION ALUMINUM CHANNEL(4x2.16 IN SEISMIC ZONES r 0 AND 1, 6x3.00 IN SEISMIC ZONES 2 AND HIGHER) LENGTH PER EQUIPMENT REQUIREMENTS PROVIDE FELT SPACER OR BITUMASTIC COATING BETWEEN ALUMINUM AND CONCRETE l` - NON-SHRINK GROUT O. V .,° o a O 0 0 *.G-0; C.O .?f a).-a G FLOOR OR 1/2" STAINLESS STEEL CONCRETE PLATFORM, ANCHORS OR ANCHOR BOLTS NOTE 2 WITH LEVELING NUTS, NOTES: (TYP OF 4 EACH BASE) 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 #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. 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. DEVICE MOUNTING, EQUIPMENT PEDESTAL NTS CLEAN WATER SERVICES ( 16158b DURHAM AWWTF PHASE 5B2 CH2 1HILL 16159.dgn 1/12/2015 CH2MHILL PROJECT NO. 495379 PROVIDE MIN 1/4" PLATE, SIZE AS REQUIRED, ROUND EDGES, WELD TO CHANNEL DEVICE CONCRETE WALL - �— MIN 6" CHANNEL p . <0•0o PAINT ALUMINUM IN o CONTACT WITH ;r, op CONCRETE AS SPECIFIED, IF ALUMINUM IS USED - 0 '00 MIN (2) 5/8" DIA 00 CONCRETE ANCHORS o' a %a Co GRADE NOTES: = Ill- U 1. EQUIPMENT HAVING A FRONTAL AREA GREATER THAN 3 SQUARE FEET raf OR WIDER THAN 18 INCHES SHALL BE SUPPORTED BY 2 CHANNELS. 2. USE WASHER AND SPLIT-LOCK WASHERS UNDER ALL NUTS AND BOLTS. 3. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED. PEDESTAL MOUNTED DEVICE NTS CLEAN WATER SERVICES ( 16159 DURHAM AWWTF PHASE 5B2 CH2MHILL 16167.dgn 10/14/2014 CH2MHILL PR WALL OR COLUMN 0 0 .6 . 0 ' e e — 0� CONDUIT � CONDUIT CONCRETE CLAMP ANCHOR �1 _ J FORMED STEEL CHANNEL 00 .do 0• e e 00 NOTES: 1. SUPPORT ALL EXPOSED CONDUITS ON FORMED STEEL CHANNELS. CONDUIT SUPPORT ON STRUCTURE NTS CLEAN WATER SERVICES ( 16167 DURHAM AWWTF PHASE 5B2 CH2MHILL 16326b.dgn 1/15/2015 CH2MHILL 1'-2" MIN (2-DUCTS) 8" MIN _ (1-DUCT) FINISH GRADE 11=11Ii 1111-1Il1 =1111 11= c/) SEE TRENCH AC J J N TOPPING DETAIL O O (IF APPLICABLE) °o °o COMPACTED CO CD EARTH V A BACKFILL z z 2" "D" 2" PLASTIC, MAGNETIC - - V 3" WIDE DETECTABLE CV CO TAPE - z ii ::�� 4" RED-DYED CONCRETE CAP (NOTE 1) tit :� COMPACTED ? � , , � BEDDING AND � ,A �i� 1�'ii;�� PIPE ZONE MATERIAL CONDUIT NOTES: D = 3" MIN FOR 2" AND 1. PLACE CONCRETE CAP ACROSS FULL WIDTH LARGER CONDUIT OF TRENCH. D = 2" MIN FOR 1 1/2" AND SMALLER CONDUIT TRENCH AND CONDUIT PLACEMENT WITH CONCRETE CAP NTS CLEAN WATER SERVICES ( 16326b DURHAM AWWTF PHASE 5B2 CH2MH .L • 20 ss 16353.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 3 �1 �2 K_J •� •a v a v v� 2 � . � O r� e ' 1 J 7 7 ° • p \ \ ❑ ❑ 111 0 )- p ❑ J \ I ' NO# 1/0 BARE COPPER IN X11 DUCT BANK r10 r6� . °I 4 : .___9 . -'dam••. v v •,......':'v.;v' ,'. o c A 0 0 0 I \ o 0 0 0 0 o ° ° r15 L 4 ° . 0:°•° °°• ° 12" :° ° J 0 o• r :°:;:o° • . .° o ° 0' •°: BOND ALL METAL ACCESSORIES WITHIN VAULT TO GROUND ROD NOTE: � XJ FOR NOTE TEXT,( 16354 ). TYPICAL MANHOLE NTS CLEAN WATER SERVICES ( 16353 DURHAM AVVVVfF PHASE 5B2 CH2MH .L L 16354.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 MANHOLE DETAIL NOTES: r� PROVIDE SQUARE, HINGED LID, SEE SCHEDULE ON DRAWING X1 ) FOR LID DETAILS. �2J FINISHED GRADE. ( BOND HINGED LID TO GROUND ROD PER MANUFACTURER'S RECOMMENDATIONS. (4J COMPACTED RIVER ROCK, MINIMUM %" DIAMETER. 1 3" DEEP SUMP WITH 18"X18" C.I. FRAME AND GRATE 5J U.S. FOUNDRY CAT. #USF 4605 OR EQUAL. r61 PRE-CAST CONCRETE (4000 PSI AT 28 DAYS) ELECTRIC J MANHOLE AS MANUFACTURED BY U.S. PRE-CAST, BROOKS, OR EQUAL. (� \ STAINLESS STEEL HOOKS AND FRP CABLE RACKS. CABLE RACKS AS MANUFACTURED BY UNDERGROUND DEVICES ,INC. OR APPROVED EQUAL �gJ CONCRETE KNOCKOUT, ONE PER SIDE. COPPER CLAD GROUND ROD, X"x10'-0", BY BLACKBURN, OR �9J EQUAL. GROUND ROD CLAMP TYPE GRC58 BY BURNDY OR EQUAL. r1 PULLING IRON INSTALLED ON FLOOR. r1 J #1/0 BARE COPPER CONTINUOUS GROUND CONDUCTOR. �1 J DRY PACK ALL OPENINGS. CONDUIT INSTALLATIONS SHALL BE WATERTIGHT. DUCT BANK CONCRETE ENCASEMENT. X11 TERMINATE ALL CONDUITS IN MANHOLE WITH END BELLS. (TYPICAL) �1J GROUND ROD HOLE. • #6 BARE COPPER GROUND CONDUCTOR. MANHOLE DETAIL NOTES NTS CLEAN WATER SERVICES ( 16354 DURHAM AVVVVTF PHASE 5B2 CH2MH _L 16452.dgn 10/14/2014 CH2MHILL PROJECT NO. 495379 —\ GROUND WIRE GROUNDING BUSHING ► ► D ► ► ► ► n ► ► EQUIPMENT ENCLOSURE METAL CONDUIT 4W NOTES: 1. THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED BY THE SPECIFICATIONS SHALL BE GROUNDED IN ACCORDANCE WITH THIS DETAIL. CONDUIT GROUNDING NTS CLEAN WATER SERVICES ( 16452 DURHAM AWWTF PHASE 5B2 CH2MH l