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RECEIVED MAY 1 4 9n13 For the construction of theCITYOFTIGARD `it ILDING DIVISION Durham Advanced Wastewater Treatment Facility Cogeneration and Brown Grease Receiving Facilities — Phase 5D2 Project 6471 90% Review Submittal CleanWater Services Volume IV of VII Details . . t?ODU 7 City of Tigard Approved Plans rr y Date F)E A 1(- OFFICE COPY CH2MHILL Portland, Oregon May 2013 CLEAN WATER SERVICES DURHAM ADVANCE WASTEWATER TREATMENT FACILITY PHASE 5D2 COGENERATION AND BROWN GREASE RECEIVING FACILITIES Index to Design Details DETAIL NUMBER DETAIL DESCRIPTION CLEAN WATER SERVICES -DETAILS CWS-060 MECHANICAL INSIDE DROP MANHOLE CWS-240 WATER QUALITY MANHOLE(MECHANICAL) CITY OF TIGARD, OREGON -DETAILS 503 TYPICAL GATE VALVE 542 FIRE HYDRANT ASSEMBLY SERIES 2000 2010 CONCRETE SIDEWALK 2080 GUARD POST-EXTERIOR 2220 ASPHALT CONCRETE PAVEMENT 2221 PAVEMENT CONNECTION 2230 CONCRETE PAVEMENT 2234 CONCRETE TO ASPHALT TRANSITION 2240 GRAVEL SURFACING 2251 CONCRETE CURB 2260 CONCRETE VALLEY GUTTER 2270 CONCRETE MOW STRIP 2310 TYPICAL TRENCH 2320 SURFACE RESTORATION 2335 TRENCH PIPE CROSSING 2340 CONCRETE ENCASEMENT 2400 MANHOLE BASE SECTION-6"TO 24"PIPE 2420 ECCENTRIC MANHOLE TOP SECTION 2425 MANHOLE FRAME AND COVER 2431 PIPE CONNECTIONS 2440 EXTERIOR CLEANOUT 2460 CATCH BASIN 2462 CATCH BASIN FRAME AND GRATE 2480 PRECAST TRENCH DRAIN 2490 OIL/WATER SEPARATOR 4/29/2013 DETAIL NUMBER DETAIL DESCRIPTION SERIES 3000 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 3142 SLAB CONSTRUCTION JOINT 3151 WALL VERTICAL CONSTRUCTION JOINT 3154 WALL BASE CONSTRUCTION JOINT 3265 ADHESIVE DOWEL 3282 BUILDING SLAB ON GRADE SAWN CONTROL JOINT 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 3341 SLAB AT DOOR OPENING 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 3377 FORMED CONCRETE TRENCH 3380 CONCRETE CURB SERIES 4000 4001 REINFORCED MASONRY WALL CORNERS(SINGLE&DOUBLE MAT) 4002 CMU OPENING REINFORCING 4003 CMU OPENING REINFORCING 4004 SPECIAL REINFORCED MASONRY SHEAR WALL 4005 CMU WALL PIER 4006 CMU WAL COLUMN 4031 CMU CONTROL JOINT 4041 CMU WALL AT RAKE 4/29/2013 DETAIL NUMBER DETAIL DESCRIPTION SERIES 5000 5002 POST BASE-STEEL 5020 TYPICAL BEAM CONNECTION-STEEL 5022 BEAM SINGLE PLATE SHEAR CONNECTION-STEEL 5029 BEAM SPLICE-STEEL 5056 BEAM/WALL CONNECTION-STEEL 5066 BEAM SEAT/INTERIOR WALL-STEEL 5067 BEAM SEAT/EXTERIOR WALL-STEEL 5071 BEAM SEAT CLOSURE PLATE 5082 CANTILEVER CANOPY FRAMING PLAN(1 OF 4) 5082 CANTILEVER CANOPY SUPPORT FRAMING(2 OF 4) 5082 CANTILEVER CANOPY FRAMING DETAIL(3 OF 4) 5082 CANTILEVER CANOPY FRAMING DETAIL(4 OF 4) 5301 DECK LEDGER SUPPORT ANGLE 5302 METAL DECK BEARING WALL TOP CONNECTION 5303 METAL DECK/WALL CONNECTION 5315 METAL DECK/BEARING WALL CLOSURE 5321 ROOF DECK OPENING 5331 COMPOSITE BEAM 5506 STAIR DETAILS-STEEL(1 OF 2) 5506 STAIR DETAILS-STEEL(2 OF 2) 5508 STAIR LANDING SUPPORT-STEEL 5521 RAILING-THREE RAIL-ALUMINUM(1 OF 6) 5521 RAILING-THREE RAIL STAIR-ALUMINUM(IBC)(2 OF 6) 5521 RAILING POST ANCHORAGE TYPE A-ALUMINUM(3 OF 6) 5521 RAILING POST ANCHORAGE TYPE B-ALUMINUM(4 OF 6) 5521 RAILING POST ANCHORAGE TYPE C-ALUMINUM(5 OF 6) 5521 RAILING POST ANCHORAGE TYPE H-ALUMINUM(6 OF 6) 5545 PRE-ENGINEERED PIPE LADDER-ALUMINUM 5566 STANDARD GRATING 5576 CHECKERED FLOOR PLATE-ALUMINUM SERIES 6000 6444 COUNTERTOP END SUPPORT(MASONRY WALL) SERIES 7000 7420 CANOPY 7421 CANOPY FASCIA 7422 CANOPY RAKE 7423 CANOPY HEAD WALL 7424 CANOPY SOFFIT/WALL 7532 COPING(MASONRY WALL) 7534 BASE FLASHING 7537 PIPE PENETRATION 7624 CONTROL/EXPANSION JOINT 7625 CONDUCTOR HEAD 7626 HIGH EAVE 7627 LOW EAVE 7703 PIPE THROUGH FLOOR 7704 PIPE PENETRATION(EXTERIOR WALL) 7731 MECHANICAL EQUIPMENT CURB 7732 DUCT/PIPE PENETRATION 4/29/2013 DETAIL NUMBER DETAIL DESCRIPTION SERIES 8000 8101 DOOR HEAD 8102 DOOR JAMB 8103 DOOR HEAD 8104 DOOR JAMB 8105 DOOR HEAD 8106 DOOR JAMB 8107 DOOR HEAD 8108 DOOR JAMB 8109 DOOR HEAD 8117 DOOR HEAD 8118 DOOR JAMB 8201 DOOR HEAD 8202 DOOR JAMB 8701 DOOR SILL 8702 DOOR SILL 8703 DOOR SILL 8704 DOOR SILL 8715 DOOR SILL 8901 LOUVER HEAD AND SILL 8902 LOUVER HEAD AND SILL SERIES 10000 10401 DANGER SIGN 10402 CAUTION SIGN SERIES 13000 13217 THERMAL MASS FLOW ELEMENT INSTALLATION 13258 DIGESTER RADAR LEVEL TRANSMITTER 13302 PRESSURE INSTRUMENT INSTALLATION DIRECT MOUNTING 13305A PRESSURE CONNECTION INSTALLATION 13305B PRESSURE CONNECTION INSTALLATION 13361A THERMOWELL INSTALLATION 13361B THERMOWELL INSTALLATION 13388 WALL MOUNTED PANEL OR INSTRUMENT INSTALLATION 4/29/2013 DETAIL NUMBER DETAIL DESCRIPTION SERIES 15000 15100-3 CONDENSATE DRAIN 15100-4 HORIZONTAL UNIT HEATER CONNECTION 15100-5 UNIT HEATER MOUNTING 15100-6 HEATING COIL CONNECTION 15105 HIGH POINT VENT/LOW POINT DRAIN 15164A INTERIOIR HOSE VALVE 15182 TYPE 2 FLUSHING CONNECTION 15186 WATER FLUSHING PUMP SEAL 15191 LINE DRAIN VALVE INSTALLATION 15192 HPA STATION 15205-1 PIPE HIGH POINT VENT 15408 ELECTRONIC TRAP PRIMER 15410-9 HUB DRAIN 15502 PIPE SUPPORT-FLANGE SUPPORT PEDESTAL TYPE-ADJUSTABLE 15503 PIPE SUPPORT-WALL MOUNTED 15505 PIPE SUPPORT-WALL MOUNTED 15506 PIPE SUPPORT-WALL MOUNTED 15508 PIPE SUPPORT-WALL MOUNTED-MEDIUM 15514 PIPE SUPPORT 15521 STACKED PIPE WALL SYSTEM 15524 FLOOR PIPE SUPPORT 15531 PIPE BRACING-LONGITUDINAL 15532 PIPE BRACING-LATERAL 15550 PIPE HANGER 15557 PIPE HANGER 15570 TRAPEZE PIPE HANGER WITH UNISTRUT OR POWER STRUT STEEL CHANNEL 15573 ELBOW SUPPORT 15600 DUCTILE IRON WALL PIPE 15604 TYPE B PIPE SLEEVE 15605 STEEL WALL PIPE 15606 DOUBLE FLEXIBLE JOINT FOR STEEL PIPE 15607 WALL PIPE PENETRATION SEAL 15608 BURIED EXPANSION JOINT DETAIL 15609 CONCRETE THRUST BLOCK 15610 FLOOR PENETRATION SEAL 15611 PIPE PENETRATION 15620 FLOOR SLEEVE 15622 FLOOR PIPE 15701 FLOOR STAND INSTALLATION 15720 FLOOR MOUNTED HOSE RACK 15725 WALL MOUNTED HOSE RACK 15810-5 FLOOR EXHAUST DUCT 15810-9 DUCT MOUNTED AIR OUTLET OR INLET 15810-10 DUCT WALL PENETRATION 15811 FLOOR PENETRATION-WET AREA 15812 FLOOR PENETRATION-DRY AREA 15813 DECK MOUNTED DUCTING AND SUPPORT 15814 INSULATED DUCT THROUGH DECK 15891 STAINLESS STEEL FA FLOOR PIPE 15892 TANK/EQUIPMENT VENT 15897 GAS SAMPLE PROBE 15899 FOUL AIR TEST PORT 4/29/2013 DETAIL NUMBER DETAIL DESCRIPTION SERIES 16000 16100 CONDUIT RACKING SYSTEM 16106 INTERIOR WALL PENETRATION 16109 FLUSH CONDUIT STUB 16110 SLAB PENETRATION 16115 EXPANSION/DEFLECTION COUPLING 16152 DEVICE MOUNTING,WALL OR COLUMN 16158A DEVICE MOUNTING,CONTROL STATION PEDESTAL 16158B DEVICE MOUNTING,EQUIPMENT PEDESTAL 16167 CONDUIT SUPPORT OR STRUCTURE 16168 FLEXIBLE CONDUIT SUPPORT 16201 TYPICAL PRECAST LIGHT POLE BASE IN LANDSCAPE 16325B TRENCH AND CONDUIT PLACEMENT 16353 HANDHOLE 16354 CONDUIT HANDHOLE/MANHOLE ENTRANCE 16355 CONDUIT HANDHOLE/MANHOLE ENTRANCE 16358 CABLE RACK 16400A DUCT BANK 16400B DUCT BANK 16451 GROUND TEST WELL 16452 CONDUIT GROUNDING 16457 GROUNDING,GENERAL STAIRWAY 16458 GROUND BUS 4/29/2013 ANCHOR TO WALL WITH STAINLESS STEEL RISER CLAMP OR STAINLESS STEEL BAND AND STAINLESS STEEL EXPANSION ANCHORS MIN. 2 PLACES. STEEL BAND TO BE MIN. OF 2" WIDE 'o 4 0 I? CLAMP DETAIL N.T.S. MECHANICAL INSIDE DROP (OPTIONAL) TEE FITTING PLUG END--NN PIPE LE AS LE iii REQUIRED INFLOW PIPE MINIMUM OF 2 CLAMPS =�;.° WATERTIGHT MAXIMUM DISTACE BETWEEN SEAL CLAMPS IS 3' OR ADDITIONAL CLAMPS WILL BE REQUIRED. III A 4. ANHOLE .111 N. WALL 4 ia A , 45 DEC BEND NOTES: 1. PIPE AND FITTINGS SHALL BE SAME SIZE AS INFLOW PIPE TO MANHOLE. • 2. PIPE AND FITTINGS FOR DROP .A c GROUT TO ASSEMBLY SHALL BE: . v CENTERLINE DUCTILE IRON ANSI A21.50-1, OF BEND AWWA C150-1, AWWA C-900 OR PVCASTM 3034 SDR 35. MECHANICAL INSIDE DROP MANHOLE CleanWa er Services Ilan commitment is clear. DRAWING NO. 060 REVISED 12-06 NOTES: ...---.....,-Iiiik /000Th 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE DRAWING NO. 010 2. INLET AND OUTLET PIPE NOT TO EXCEED r 18"DIA. itellill 3. PROVIDE SPECIAL DETAIL FOR OUTLET FLOW CONTROL EXCEEDING 18" DIA. INLET --. OUTLET 4. AU.. OUTLETS SHALL HAVE FLOW CONTROL DEVICE. SUMP VOLUME AVAILABLE MINIMUM MAXIMUM 60" M.H.- 58.9 CF 98.1 CF 72" M.H.- 84.8 CF 141.3 CF PLAN 84" M.H.= 115.4 CF 192.3 CF PROVIDE SPECIAL DETAIL FOR VOLUME REQUIREMENTS EXCEEDING 192.3 CF y SUMP VOLUME REQUIREMENTS 20 CF/1.0 CFS OF INFLOW :;, :.'17:: 58.9 CF MINIMUM REQUIRED '� a.- 5' MINIMUM-0-4\ s- / ...::':' REMOVABLE WATERTIGHT CAP OUTLET FLOW CONTROL t.` 'a PLASTIC OR DUCTILE IRON PIPE "T" OR APPROVED EQUAL. INLET FLOW" .2 FT c FLOW OUTLET foum 1 i , 1836" 12" r:,1,�� . STD . ,r !MIN. l_j SECTION B-B I B _ /�/� ,,} VARIABLE SUMP 'r�. �' DEPTH `;t '° i. 60" MAXIMUM ANCHOR TO WALL WITH STAINLESS STEEL RISER 60" MINIMUM a- CLAMP OR STAINLESS STEEL BAND AND STAINLESS 36" MINIMUM s'.°. _ r;•! STEEL EXPANSION ANCHORS MIN. 2 PLACES. 'r•i '_.�' STEEL BAND TO BE MIN. OF 2' WIDE •:i,.��.•,...:" ; ':•a':+.'}'�r;:::;!." }.•.•. ..•.. }f' SF1 F TAPPING CONCRETE ANCHOR 1:�k..�•. ..+.".. :':r;v.-}•:y.�•_� a::;.. !' PHIWPS 5-12 OR EQUAL. r Yl"X1 )6" STAINLESS STEEL BOLT. MANHOLE DIAMETER TO BE DETERMINED p:' BY: o .A :7 1. SUMP VOLUME REQUIREMENTS. • 2 NUMBER AND SIZE OF INLETS & OUTLETS. iiiii, . 4 CLAMP DETAIL (SECTION A-A) N.T.S. WATER QUALITY MANHOLE ( MECHANICAL) CleanWater Services Our commitment is clear. DRAWING NO. 240 REVISED 12-06 OUTSIDE OF WITHIN PAVEMENT PAVEMENT 18" CAST IRON 910 BOX PROVIDE 24" BY , 4" THICK CONCRETE •'.• '•; .: -..•Lk Li= PAD (SEE NOTE 4) HAND TAMP BACKFILL AROUND TOP SECTION 6" MIN. W [12" MAX. 6" ASTM 3034 PVC ------___________.... I -711- OPERATING NUT EXTENSION (SEE DETAIL NO. 505) L ) ? _____ NOTES: ii \\ \A\ / 1)1) VALVE BOX NOT TO REST ON OPERATING ASSEMBLY. 2) OPERATOR EXTENSION /REQUIRED WHEN VALVE NUT IS DEEPER THAN 3 FEET 24" FROM FINISHED GRADE. 3) CENTER VALVE BOX ON \- AXIS OF OPER. NUT. 4) PROVIDE 24" SQUARE BY 4" THICK CONCRETE PAD AROUND VALVE 24"- BOX OUTSIDE OF PAVED AREAS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD M1 I CITY OF TIGARD APPROVED BY: NO SCALE OREGON AGUSTIN P. DUENAS, P.E. TYPICAL GATE CAPITAL CONSTRUCTION AND cm(ENGINEER DWG. NO. TIG TRANSPORTATION DIVISON S.W.[-I BLVD. 503 TIGARD,OREG EGON97223 JULY 2009 VALVE TI GARD VOICE:(503)639-4171 FAX: (503)6847297 APPROVAL DATE 02010.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 H. WIDTH AS NOTED ON PLANS 1-0" FINISH GRADE, 6,. MIN SLOPE AS J w S�Op SHOWN ON TYP w O SLOPE 1/4"/FT Or4 GRADING PLANS � Z OR AS SHOWN 2' ?•7 1 :1, TYP .�.��■.r����s 41 BASE COURSE "70 * '� <O1 Z WWF PREPARED 4x4 - W4xW4, TYP SUBGRADE TYPICAL SECTION WIDTH AS NOTED ON PLANS WWF 4x4 - W4xW4, TYP N TOOLED w 1/2" PJF COLD JOINT w O SLOPE 1/4"/FT (WHERE AGAINST CI) Z OR AS SHOWN STRUCTURE) j ° ° BASE COURSE ♦/ \1 �� PREPARED SUBGRADE v 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. 3. PROVIDE CONTRACTION JOINTS AT 5' SPACING. CONCRETE SIDEWALK NTS CH2M HELL CLEAN WATER SERVICES C 2010 DURHAM AWWTF PHASE 5D2 CH2MHILL 02080.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 GROUT PLUG ' ° 8" DIA SCHED 40 STEEL Z PIPE, GRIND SMOOTH, g FILL WITH CONC AND C° PAINT AS SPECIFIED FINISH GRADE ( • P;p I • p0• °°d ° o° CONCRETE ;1.1 60 c° �1 ENCASEMENT k 0.41 O oa � P. ,s,1,. 1'-6" MIN DIA GUARD POST - EXTERIOR NTS CH2M HILL CLEAN WATER SERVICES ( 2080 DURHAM AVWVTF PHASE 5D2 CH2MHILL 02220.dgn 2013104\16 CH2MHILL PROJECT NO 422389 FINISH GRADE AS SHOWN TACK COAT ASPHALT CONCRETE 1,\L previrevro TOP OF • • AGGREGATE PREPARED • BASE COURSE SUBGRADE • e a' PREPARED SUBGRADE WOVEN GEOTEXTILE (AS SPECIFIED ASPHALT CONCRETE PAVEMENT NTS ©CH2M HILL CLEAN WATER SERVICES ( 2220 DURHAM AWWTF PHASE 5D2 CH2MHILL 02221.dgn 2013104\16 CH2MHILL PROJECT NO 422389 SAW CUT 2' MIN JUST PRIOR TO PAVING CRACK SEAL, TYP, SEE NOTE EDGE OF EXISTING PAVEMENT EXISTING PAVEMENT NEW PAVEMENT I 0 EXISTING BASE 0 D 0` 1 NEW BASE COURSE COURSE-- !� I grog ""^r � PREPARED WOVEN SUBGRADE GEOTEXTILE I NOTE: I PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING. CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED. PER ASTM D3406 PAVEMENT CONNECTION I NTS ©CH2M HILL I CLEAN WATER SERVICES ( 2221 DURHAM AWWTF I PHASE 5D2 CH2MHILL 02230.dgn 2013\04\16 CH2MHILL PROJECT NO. 422389 CONTRACTION JOINT, SEE NOTE 1 AND 2— CONCRETE SLAB ON GRADE REINFORCING, #5 @12" CENTERED, 0 2 1/2" COVER i 0 .°0 �vr��C}'x yJ o °o n° - BASE COURSE —704777 - 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: 12' x 12' OR AS SHOWN. 3. INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE CONCRETE PAVEMENT ABUTS CONCRETE CURB, BUILDING OR ANY RIGID STRUCTURE. 4. PROVIDE A 12" THICK BY 18" WIDE THICKENED EDGE AROUND PERIMETER OF SLAB. TRANSITION THICKENED EDGE TO NORMAL 8" THICKNESS IN 18". 5. CONCRETE SHALL BE 4000 PSI CONCRETE AS SPECIFIED IN SECTION 03300, CAST-IN-PLACE CONCRETE. CONCRETE PAVEMENT NTS ©CH2M HILL CLEAN WATER SERVICES ( 2230 DURHAM AWWTF PHASE 5D2 CH2MHILL 02234.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 CN O O '?:2°0,0 -, JOINT SEALANT, i AS SPECIFIED PREFORMED '�. °�'a° BACKER ROD JOINT SEAL EDGE OF CONCRETE / 1" DEEP x 3/4" WIDE AS SHOWN ON PLAN SAW CUT GROOVE. FILL WITH CRAFCO TYPE SEALANT TACK COAT SURFACES GREASE AND CAP ASPHALT CONCRETE SLAB-SIDE OF DOWEL PAVEMENT N o 0 0 . f ° o0 A A / o o L J /// //P ��• ///0//0 CONCRETE PAVEMENT BASE COURSE 18"X1 1/4" STEEL BURIED SLAB DOWELS @ 12" OC. CENTERED IN IMPACT SLAB PREPARED SUBGRADE CONCRETE EXPANSION JOINT CONCRETE TO ASPHALT TRANSITION NTS ©CH2M HILL CLEAN WATER SERVICES ( 2234 DURHAM AWWTF PHASE 5D2 CH2MHILL 02240.dgn 2013104\16 CH2MHILL PROJECT NO. 422389 FINISH GRADE SURFACING COURSE I�/ill' •/G�IiA. •/LI'jb./. iI%Ii F. "w / y -1SN BASE COURSE = co c0429cctc,)CaAS30 _60%1 AAA I H t_11l1 1111=)I{{. III E WOVEN i GEOTEXTILE PREPARED SUBGRADE GRAVEL SURFACING NTS CLEAN WATER SERVICES C 2240 9 DURHAM AVWITF PHASE 5D2 CH2MHILL 02251.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 3/4" RADIUS, TYP TOP OF CURB AT DRIVEWAY APPROACH I PAVEMENT 6" BACKFILL SURFACE BEHIND CURB Zo U I CD 3000 PSI FIBER : f/fir:'•, •a'� •%•� o REINFORCED `t BASE CONCRETE I COURSE 0 60.li;lefia 0 I I ►�v PREPARED 6" 8" 6" I SUBGRADE CONCRETE CURB NTS CH2M HILL CLEAN WATER SERVICES ( 2251 DURHAM AW'.NTF I PHASE 5D2 CH2MHILL 02260.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 314" R, #4 @12" TYP 5% 5% SEE I ao NOTE 2 • 1 _. SEE NOTE 3 3" #4 @ 8" 3" 1'-6" 3'-0" 6" NOTES: 1. * = THICKNESS OF ASPHALT PAVING. 2. PLACE PREMOLDED FILLER AGAINST VERTICAL FACE WHERE VALLEY GUTTER ABUTS CONCRETE. 3. CONSTRUCT 6" x * DEPRESSED BENCH WHERE VALLEY GUTTER ABUTS ASPHALT PAVEMENT. 4. WHEN BENCH IS NOT REQUIRED, CONSTRUCT 1" BATTER ON VERTICAL FACE. 5. PROVIDE 3" MINIMUM COVER ON ALL REINFORCING STEEL. CONCRETE VALLEY GUTTER NTS CLEAN WATER SERVICES C 2260 DURHAM AWWTF PHASE 5D2 CH2MHILL 02270.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 LANDSCAPE CHAMFERED EDGE PLANTING BED CONCRETE I MOW STRIP FINISH GRASS 8" FINISH GRASS � I . '/, We.0 COMPACTED e•-• GRAVEL 6" DEPTH /1 %mil/ OVER COMPACTED I ft 0 060 r P. SUBGRADE 4. \�//. 4, NOTE: 1. CONCRETE SHALL BE 3000 PSI MAXIMUM. I 2. MOWSTRIPS SHALL HAVE EXPANSION JOINTS EVERY 20 LINEAR FEET AND SCORE JOINTS EVERY 5 FEET WITH SMOOTH FINISH CONCRETE MOW STRIP I NTS =CH2M HILL I CLEAN WATER SERVICES C 2270 DURHAM AWWTF I PHASE 5D2 CH2MHILL 02310.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 NEW SURFACING, OR SURFACE RESTORATION, SEE PLANS C. 2320 ) i TRENCH BACKFILL dh= DEPTH OF ABOVE COVER PIPE ZONE MARKING 12" MIN TAPE AS SPECIFIED PIPE OUTSIDE j DIAMETER PIPE ZONE PIPE BEDDING MATERIAL 1 ,/,,,,,,,,/, TRENCH STABILIZATION WHERE REQD WIDTH AS SPECIFIED TYPICAL TRENCH NTS CH2M HILL CLEAN WATER SERVICES ( 2310 DURHAM AWWTF PHASE 5D2 CH2MHILL 02320.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 CUT PRIOR TO TRENCHING 1-0" MIN SEAL AND COVER COAT, IF SPECIFIED I AC PAVEMENT 2220 .w EXISTING ASPHALT ►: + CONCRETE I SAW CUT JUST ;iins**4 PRIOR TO PAVING • . PRIME COAT, AC PAVEMENT SECTION IF SPECIFIED ke.. • 44:11,14 TRENCH BACKFILL ABOVE PIPE ZONE BASE COURSE ASPHALT SURFACING I 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 I NTS CH2M HILL I CLEAN WATER SERVICES ( 2320 DURHAM AVVVVTF I PHASE 5D2 CH2MHILL 02335.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 CONTROLLED LOW-STRENGTH i FILL (CLSF) MINIMUM ALLOWABLE ; CLEARANCE IS 3" j 0 CLSF J 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 CLSF REQUIREMENTS. TRENCH PIPE CROSSING NTS CH2M HILL CLEAN WATER SERVICES ( 2335 DURHAM AVVVVrF PHASE 5D2 CH2MHILL 02340.dgn 2013\04\16 CH2MHILL PROJECT NO. 422389 TRENCH WIDTH VERTICAL TRENCH I f SHOWN, SEE( 2310 ) BACKFILL, \ SEE NOTE 1 SEE C 2310 ) /iii V I o. s STRUCTURAL CONCRETE Q " I • • • •e z I rN 7�‘^/��47 7/Z.4ks7//.�Q� 12" MIN NOTES: 1 . VERTICAL TRENCH WALLS SHOWN. CONTRACTOR SHALL SLOPE TRENCH WALLS OR SHORE EXCAVATIONS FOR CONSTRUCTION AND SAFETY IN ACCORDANCE WITH CURRENT OSHA REQUIREMENTS. 2. PEA GRAVEL BAGS, SANDBAGS, OR PRECAST SHAPED CONCRETE BLOCKS (12" MIN WIDTH) DESIGNED TO HANDLE THE INTENDED LOADS, MAY BE USED TO SUPPORT PIPE WHEN PLACING CONCRETE. I CONCRETE ENCASEMENT I NTS ©CH2M HILL I CLEAN WATER SERVICES ( 2340 DURHAM AWWTF I PHASE 5D2 CH21111HILL 02400.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 AS SPECIFIED OR SHOWN FLEXIBLE MANHOLE TOP a]MANHOLE 2420 CONNECTOR 0 PROVIDE JOINT ON PIPE WITHIN PRECAST MANHOLE 1'-6" OF OUTSIDE SECTIONS FACE OF MANHOLE GROUT IN EVEN SLOPE FROM 1_ _. . - 4„ FLOW LINE TO ._. FLOW LINE z MIN ' . Z.0 POURED OR PRECAST LESS THAN 2'-0" '• o CONC BASE AT o.o. CONTRACTORS ° (T OPTION C -t-- - - 6% S • o. •% SLOPE 2" COMPACTED ell P ° PER -0" IMPORTED PIPE \\'// 3 a J`� 1' BEDDING TO *' z///,� WR\ UNDISTURBED Z EARTH, 6" MIN PRECAST BASE CAST-IN-PLACE BASE MANHOLE BASE SECTION - 6" TO 24" PIPE NTS CH2M HILL CLEAN WATER SERVICES C 2400 DURHAM AWWTF PHASE 5D2 CH2MHILL 02420.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 MANHOLE FRAME AND COVER PRECAST CONC ( 2425 ) I GRADE RINGS J FINISH GRADE VARIES AS READ �' GROUT 2" MINIMUM 00 12" MAXIMUMS 2. VI PRECAST b I ECCENTRIC CONE r ..,b 2'-1" z• N I PRECAST MANHOLE t SECTIONS • ;o.. q,"0 • MANHOLE BASE ---,,,,:, AS SPECIFIED 2400 ) OR SHOWN ECCENTRIC MANHOLE TOP SECTION I NTS C:H2M HILL I CLEAN WATER SERVICES ( 2420 DURHAM AWVVTF I PHASE 5D2 CH2MHILL 02425.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 II-- a I - 0- DRAIN - , J LETTERING "DRAIN" OR "SEWER" SOLID COVER MACHINE TO ATRUE 25" 1/8" R 1" 1" ti I (r) 1 1 M t CV 23" SECTION MANHOLE FRAME AND COVER NTS CH2M HILL CLEAN WATER SERVICES ( 2425 DURHAM AVWVTF PHASE 5D2 CH2MHILL 02431.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 EXISTING CONCRETE WALL CORE DRILL HOLE 1-1/2 PIPE DIA, PIPE OD+2-1/2'± 18" MAX NEOPRENE CLEAN PRIOR TO GASKET INSTALLING GROUT AND PIPE NEW PIPE INVERT ELEVATION I SHOWN ON PLAN AkinI WET PIPE AND CONCRETE WALL. as THEN SEAL WITH 0- °0 ` I NON-SHRINK GROUT FLEXIBLE JOINT REQUIRED. I PIPE BELL WITH RUBBER INSERT OR PLAIN END WITH APPROVED FLEX COUPLIN PIPE CONNECTIONS I NTS CH2M HILL I CLEAN WATER SERVICES ( 2431 DURHAM AWWTF I PHASE 5D2 CH2MHILL 02440.dgn 2013104\16 CH2MHILL PROJECT NO. 422389 A r L. C) 9„ 1'-5 1/8" CLEANOUT FRAME AND COVER ASPHALT OTHER CONCRETE AREAS 2'-0" SQ CLEANOUT FRAME AND COVER wiervini9 bra C■1 WATERTIGHT PIPE PLU CONCRETE COLLAR 214; PIPE OD + 1" PROVIDE PIPE ° BEDDING MATERIAL • • 45° BEND FOR A MINIMUM OF 8" =MN AROUND CLEANOUT WYE PLUG OR ADAPTER TO SERVICE CONN PIPE �� • v. AS REQUIRED •/%M..•.% ; Ao 1 wi t�tt•zt, •ft, �i•��.� ,. PIPE BEDDING SERVICE CONN PIPE, MATERIAL AS SPECIFIE IF REQUIRED CLEANOUT EXTERIOR CLEANOUT NTS ©CH2M HILL CLEAN WATER SERVICES ( 2440 ) DURHAM AWWTF PHASE 5D2 ,CH2MHILL 02460.dgn 2013\01115 CH2MHILL PROJECT NO. 374210 B I A ---7:. 1\d\ I Q ml -N*N- FRAME AND GRATE 2462 PLAN ASPHALT CONCRETE PAVEMENT 1/4" LIP I vo 1 I ° vo ..„, o e • • 0 ,0 or,o 0 o Q o v �, o o� ,o 00 o I 0 0 o p 0 0 o, ° 0o 0' 0 09 %C. o .o o v O o 0, 909. oOo ,0 0 o Ov 0 15" I a O° 12" Cl) MAX MAX ,° VJ 09 o oOo 0 .0 0. 0 Q 0 Q o 05 o v o 0 , 0 0. oOo .Oo 0 •p°°0•D° OO % 0 'p°°0.0° 6 ° . °O 0° I L.6" 2'-4 1/4" 6" 6" 1'-8 7/8" 6" OA SECTION B SECTION I NTS NTS CATCH BASIN I NTS ®CH2M HILL CLEAN WATER SERVICES ( 2460 DURHAM AVWVTF I PHASE 5D2 CH2MHILL 02462.dgn 2013\01115 CH2MHILL PROJECT NO. 374210 1'-10 3/4" 1'-9 3/8" rl Ti A r - - 71 �� bo 1 ! N 2 1/2"x 1/2" I I FLAT BAR N i F 2 1/2" N 3"x2 1/2"x3/8" TYP 5/8" x 3" BOLTS TYP ANGLE—\ \ 3/4„ 2 EACH END 3/4" V _ -.-' '� V O SECTION _ A FRAME PLAN v _ NTS M 1'-9" 2 1/2" r r ' N, 111 111 1111 11 r l 1 r I li 3/8" x 2 1/2" CROSS BARS I� 11 0 11 11 11 11 11 � � FLAT BARS 3/8" ROUND OR m w Ill 11 11 11 11 11 11 11 11 11 AT 1 7/8 " - RECTANGULAR Z ON CENTER / BAR EN ° III II 1111llIi11 II iii EN o 4 IIII11 IIIIIl11II1 co o 1111111 11 11 11111 111I 11 IIH11111111111III I N l 11111111111111111111111 I A TYP BOTH ENDS 3/8" x 2" 2' OUTER BARS AND B FLAT BAR EVERY SECOND EACH END O SECTION INNER BAR NTS 3/1 6" GRATE PLAN CATCH BASIN FRAME AND GRATE NTS ©CH2M HILL CLEAN WATER SERVICES ( 2462 DURHAM AVWVfF PHASE 5D2 CH2MHILL 02480.dgn 2/21/2013 CH2MHILL PROJECT NO. 422389 SLOTTED GRATE I (HS-20 LOADING) AC PAVEMENT - LOCK DOWN BOLT I CONCRETE 1/4" LIP 4" MIN 4" MIN PAVEMENT I 2% 2% re 1%" °.° eo °o Io■re7mlg °.,O a° ° O. ep. O+ .Mkt c" ° t ogg-- ...., • . ..... • I GIs I I DEPTH VARIES IIII IliI - ; °: WITH CHANNEL =III1 8 a 0 .0 -0.�o� NUMBER, BEGIN .' ° I AT MINIMUM a I o .0 = DEPTH TRENCH ' ° 8 PRECAST Z TRENCH DRAIN 'v ^-ll+I-1111 1111- CONCRETE PREPARED I ENCASEMENT SUBGRADE PRECAST TRENCH DRAIN I NTS CLEAN WATER SERVICES ( 2480 DURHAM AVVVV F I PHASE 5D2 CH2MHILL 02490.dgn 2013104\16 CH2MHILL PROJECT NO. 422389, OPTIONAL FEATURES (ADDITIONAL COST) ANCHOR FLANGE rz RECESSED LIFT HANDLES (2) PER COVER n EPDXY COATING ' LIGHT TRAFFIC REINFORCED COVERS o HEAVY TRAFFIC REINFORCED COVERS 25.38" 1 ' STAINLESS STEEL CONSTRUCTION [-I SEDIMENT BASKET ` OUTLET ' INTERGRAL EXTENSION INCHES ,t�' INLET AND OUTLET SIZE 4" INCHES �� ' DOUBLE WALL CONSTRUCTION ' LEAK DETECTION INLET i 1 I I FILTER MEDIUM o I ' COALESCING PACK ° ' ANODES ' ' HOLD DOWN PADS [ i I ' ALUMINUM COVER 7.38" 7.38"� r ® NO HUB CONNECTION ' I HUB CONNECTION VENT VENT 63.00" 36.00" 49.50" J 28.13" n "rfrf O �, VENT --z.7---- C_ l r-- O �i- fl ` 1-I � DRAW OFF _ o CI o Cr, ° ° o N ( M In cNi cy) MP N- INLET OUTLET NOTES: 1. ROCKFORD MODEL OS-5642 OIL/WATER SEPARATOR ALL WELDED A36 1/4" STEEL, 100 GPM INTERMITTENT FLOW, 172 GALLON STATIC CAPACITY, 4" THREADED INLET AND OUTLET, 4" THREADED VENT CONNECTIONS (2), 2" OIL DRAW-OFF CONNECTION, VISIBLE DOUBLE-WALL OUTSIDE TRAP SEAL, REMOVABLE FILTER SCREEN, NON-REMOVABLE SEPARATOR PLATES, OPEX SHOP COAT COATING INSIDE AND BITUMINOUS COATING OUTSIDE. 2. PROVIDE HEAVY TRAFFIC (HS20) REINFORCED COVERS SECURED WITH STAINLESS STEEL BOLTS WITH HEAVY DUTY LEAKPROOF GASKET. OIL/WATER SEPARATOR NTS C CH2M HILL CLEAN WATER SERVICES ( 2490 DURHAM AWWTF PHASE 5D2 CH2MHILL 03051.dgn 2013\03\05 CH2MHILL PROJECT NO. 422389 EXPOSED FACE OF WALL- INSIDE OR WATER FILL WITH DRY PACK SIDE OF WALL I NONSHRINK GROUT, SEE NOTES o•o` - ... i..0.° USE CONICAL TYPE :0 ,o. :.a:o,:o INSERTS EACH FACE 1111° 11111 DEPTH OF CONE AS SPECIFIED, TYP .0 .o.o<:n o 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. I 2. DRY PACK METHOD SHALL BE AS SPECIFIED USING STEEL TOOLS. FORM SNAP-TIE HOLE I NTS CH2M HILL I CLEAN WATER SERVICES 3051 DURHAM AWWTF I PHASE 5D2 CH2MHILL 03052.dgn 2013\03\05 CH2MHILL PROJECT NO. 422389 MECHANICALLY v ° Y ° °7--),V ROUGHEN ORV° V° °o SANDBLAST ° ° o ° ° A. EXTERIOR (DRY SIDE) TAPER-TIE HOLE ° . . ° ° f FACE OF WALL SURFACES V �O. o D o V ° o COAT HOLE WITH BONDING AGENT DRYPACK DRYPACK WATER SIDE DRY SIDE ° . `O,V DRIVE IN VINYL PLUG, OV° ° Ve °o SIZE OF PLUG AS INTERIOR (WATER ° ° o ° ° ° REQD TO FIT TIGHT SIDE) FACE OF WALL . . ° ° ° AT CENTER OF WALL 0O. ; : 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 ©CH2M HILL CLEAN WATER SERVICES ( 3052 DURHAM AWWTF PHASE 5D2 CH2MHILL 03061.dgn 2013103\05 CH2MHILL PROJECT NO. 422389 2.. GRIND AND REMOVE I EXTRA CONCRETE IN PLYWOOD FORM 2" POURING SPOUT SEEPAGE RING CARRY FORM 3" ABOVE 1! • 'rt, TOP OF OPENING II 145° ii o! PIPE AS REQUIRED I` SQUARE OPENING = i; i; DIAMETER OF �� It ,' CONCRETE MIX AS FLANGE OR �� SPECIFIED BELL PLUS 2" II II 1/2"x314" DEEP RECESS I 0 ill FOR DRYPACK GROUT ���', �i ! AT BOTTOM & SIDES, II • II SEE ( 3103 ) I HYDROPHILIC WATERSTOP 2" FORM KEY AT ALL AROUND ( 3103 BOTTOM & 2 SIDES I WATER SIDE WALL THICKNESS I 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. I 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 I NTS G CH2M HILL I CLEAN WATER SERVICES ( 3061 DURHAM AVWVfF I PHASE 5D2 CH2NIHI I 03101.dgn 2013\04\09 CH2MHILL PROJECT NO. 422389, "F"-APPROXIMATE "C"-MIN STEM "D"-CENTER BULB NO. OF RIBS THICKNESS OUTSIDE DIA EA SIDE, EA @OUTSIDE FACE OF WS ,�� ,��������:�����'�:.���∎• ►\►��' !'" �.. +. -1�wj���!�!i 1/8" PROJECTION ��� ALL RIBS, TYP "B"-MIN STEM "E"-MIN BULB 5/32" THICKNESS THICKNESS TYP @ CTR BULB SIZE "A" "B" "C" 6"x3/8" 6" 3/8" 3/8" 7/8" 1/4" 6 - NOTES: 1. NON-ROUND CENTER BULBS SHALL HAVE A MINIMUM OUTSIDE DIMENSION OF 'D'. 2. SEE SPLICE DETAIL 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 WATER STO_ P NTS ©CH2M HILL CLEAN WATER SERVICES ( 3101 DURHAM AWWTF PHASE 5D2 CH2MHILL 03103.dgn 2013103\05 CH2MHILL PROJECT NO. 422389 FORMED CONTINUOUS GROOVE, SEE GROUTING WET FACE OF WALL PROCEDURE OR SLAB 3/4" (INTERIOR - WATER HOLDING STRUCTURES) I 1/2" (EXTERIOR - DRY BELOW "A I - GRADE STRUCTURES) M QV 6 e M,c o • . OoO ,• .• o a- Q o e a d 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 ©CH2M HILL CLEAN WATER SERVICES ( 3103 DURHAM AWWTF PHASE 5D2 CH2MHILL 03111.dgn 2013103\05 CH2MHILL PROJECT NO. 422389 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 I) III ITHIRD WELD 'll FLAT ELL FLAT TEE FLAT CROSS NOTE: ALL WELDS SHALL BE PER WATERSTOP MANUFACTURER'S RECOMMENDATIONS. WATERSTOP JOINTS NTS CH2M HILL CLEAN WATER SERVICES ( 3111 DURHAM AWWTF PHASE 5D2 CH2MHILL 03112.dgn 2013\04\09 CH2MHILL PROJECT NO. 422389 CONCRETE WALL I WS IN WALL FOOTING OR WS IN VERTICAL BASE SLAB JOINT WALL JOINT WS IN WALL BASE WATERSTOP IN BASE CONSTRUCTION JOINT, SLAB JOINT SEE ( l 3154 ) SLAB RETE CONCRETE FOOTING OR BASE SLAB Z ' BOND WS AT ALL INTERSECTIONS, SEE NOTE 3. NOTES: 1. SUBMIT DETAILS OF SPLICING AND LOCATION. I 2. BOND OR SPLICE ALL HORIZONTAL TRANSVERSE WATERSTOPS IN BASE SLAB JOINTS TO CONTINUOUS LONGITUDINAL WATERSTOP IN WALL BASE FOR COMPLETE SEAL. I 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 ) I WATERSTOP CONNECTION I NTS ©CH2M HILL I CLEAN WATER SERVICES ( 3112 DURHAM AWWTF I PHASE 5D2 CH2MHILL 03142.dgn 2013\04\09 CH2MHILL PROJECT NO. 422389 3/8" TOOLED JOINT TYP SLAB REINF ROUGHEN AND CLEAN CONTINUOUS THROUGH JOINT SEE NOTE N. � . . . . . . 'I CO w ►►11 o ►► I - - -- - - - - - - H Q Y • c!) U_• H 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 ©CH2M HILL CLEAN WATER SERVICES ( 3142 DURHAM AVWV F PHASE 5D2 CH2MHILL 03151.dgn 2013\04\09 CH2MHILL PROJECT NO. 422389 6" PLASTIC WATERSTOP CONTINUOUS, STOP 1 1/2" FROM TOP OF WALL I Z ROUGHEN AND CLEAN I LAP REINF AS INDICATED ON PLANS I PLAN I NOTE: I ALL REINFORCING CONTINUOUS ACROSS JOINT. WALL VERTICAL CONSTRUCTION JOINT I NTS ©CH2M HILL I CLEAN WATER SERVICES ( 3151 DURHAM AWWTF I PHASE 5D2 CH2MHI 03154.dgn 2013\03\20 CH2MHILL PROJECT NO. 422389 EQUAL AllIV 6" PLASTIC WATERSTOP CONSTRUCTION �, JOINT co U t II 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 rJ CH2M HILL CLEAN WATER SERVICES ( 3154 DURHAM AWWTF PHASE 5D2 CH2MHILL 03265.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 END OF EXISTING WALL OR SLAB MINIMUM EMBEDMENT "B" I STD LAP LENGTH, SEE GENERAL HOLE DIA AS RECOMMENDED STRUCTURAL NOTES BY ADHESIVE MANUFACTURER 1, MIN EDGE DISTANC = - T/2, SEE NOTE 4 REBAR DOWELS, SEE DRAWINGS FOR SIZE AND SPACING L. NEW WALL OR EXISTING REINFORCING I SLAB EXTENSION LIMITED EDGE DISTANCE STD LAP LENGTH, �� I SEE GENERAL NEW WALL OR SLAB STRUCTURAL NOTES FACE OF EXISTING WALL OR SLAB EXISTING REINFORCING I MINIMUM EMBEDMENT "A", 3/4 H MAX WALL OR SLAB THICKNESS, H UNLIMITED EDGE DISTANCE DOWEL MINIMUM MINIMUM MINIMUM I SIZE EDGE DIST EMBEDMENT A EMBEDMENT B #3 2 1/2" 5" 8" I #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" I NOTES: #9 7 1/2" 15" 24" 1. CONFORM TO THE REQUIREMENTS OF SPECIFICATION SECTION 03215, CONCRETE I DOWELING. 2. FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. I 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 I DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED, STAGGER SPACING & LOCATE ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES. ADHESIVE DOWEL I NTS i<.CH2M HILL I CLEAN WATER SERVICES C 3265 DURHAM AWWTF I PHASE 5D2 CH2MHILL 03282.dgn 2013\03\20 CH2MHILL PROJECT NO. 422389 1/8" SAWCUT JOINT FILL WITH JOINT FILLER 28 DAYS AFTER PLACEMENT OF SLAB CONCRETE ~1 1 1 I- I— . 1 2"_ 2" - EVERY OTHER BAR CONTINUOUS THROUGH JOINT SINGLE REINFORCING MAT FILL WITH JOINT FILLER 28 DAYS AFTER PLACEMENT OF SLAB CONCRETE 1/8" SAWCUT JOINT TERMINATE ALL TOP BARS AT H JOINT 1 H 2" ,I 2" BOTTOM BAR CONT THROUGH JOINT DOUBLE REINFORCING MAT NOTES: 1. CONTRACTOR SHALL USE STRING LINE OR OTHER POSITIVE MEANS TO PLACE REINFORCING AND LOCATE SAWCUT. BUILDING SLAB ON GRADE SAWN CONTROL JOINT NTS ©CH2M HILL CLEAN WATER SERVICES ( 3282 DURHAM AWVVTF PHASE 5D2 CH2MHILL 03301.dgn 2013\03120 CH2MHILL PROJECT NO. 422389 ADD 1 - #5x4'-0" DIAG SEE NOTE 1 AT EA CORNER FOR l'h STEEL REINF EA LAYER OF REINF- / CUT BAND "B" TOTAL AREA OF BARS 1 EQUAL BAND "B" BARS CUT, SEE NOTE 6 & 7 ,, I__. im--....0. ____ = op-----.1.,ff OPNG 1IRMA i OPNG II II STEEL REINF / .._ _____.,! CUT BAND "A" , o TOTAL AREA OF I BARS EQUAL • yr BAND "A" BARS CUT, SEE NOTE 6 & 7 SEE NOTE 1 I 1 - #5 HOOP, DIA OF OPNG +8", IN EA LAYER I 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 I 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. I 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 I EXTRA REINFORCEMENT WHICH WILL FIT, AT THE BAR SPACING IN NOTE 6. OPENING REINFORCING I NTS G CH2M HILL I CLEAN WATER SERVICES C 3301 DURHAM AWWTF PHASE 5D2 CH2MHILL 03303-1.dgn 2013\04\10 CH2MHILL PROJECT NO. 422389 STD ACI-318 90° HOOK UNLESS OTHERWISE NOTED ti ... —\I ... 0-4. NOTE NOTE NOTE f 3 wi 3 3 IL w r w O `'' I LAP, SEE I p "' Z I NOTE 5, TYP Z r HORIZ WALL REINFORCING BETWEEN CORNERS AND INTERSECTIONS AS SHOWN ; 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 A" BARS, NOTE NOTE NOTE SEE PLANS r � 3 r 3 3 { "B" BARS 'Ilk ! „C" BARS - - --- Al■ --- � 1 ,-ipp w "E" BARS III w O ``' I ' "D" BARS 1 0 ``' LAP, SEE 7 z- �_ ' I "G" BARS I _� TYPICAL I / "F" BARS f TYPICAL HORIZONTAL 1 1 WALL REINFORCING AS 1 --1---y-- SHOWN ON DRAWINGS, I I LAP WITH CORNER AND 7 INTERSECTION REINFORCING DOUBLE REINFORCING MAT TYPICAL WALL, CORNER AND INTERSECTION REINFORCING NTS 0 CH2M HILL DETAIL 1 OF 2 CLEAN WATER SERVICES ( 3303 DURHAM AV V TF PHASE 5D2 CH2MHILL 03303-2.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 NOTES: I 1 . TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCING LAYOUT IS SHOWN TO AVOID CONGESTION AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING SEE PLANS. I ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING. 2. WHERE THE CORNER OR INTERSECTION REINFORCING SIZE AND I SPACING IS NOT SHOWN, NOTED OR TABULATED ON THE PLANS, THE SIZE AND SPACING SHALL BE THE SAME AS THE WALL HORIZONTAL REINFORCING SHOWN ON THE WALL SECTIONS OR AS NOTED FOR I THE REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS. 3. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE I LENGTH INDICATED AS "NOTE 3" SHALL BE THE LESSER OF L/4, 10 FEET, OR 1 .0 TIMES THE HEIGHT OF THE WALL, EXCEPT THAT IN NO I CASE SHALL IT BE LESS THAN 2 FEET. 4. L = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION. I 5. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE I LENGTH INDICATED AS "NOTE 5" SHALL BE EQUAL TO ONE "LAP LENGTH" AS REQUIRED BY THE GENERAL STRUCTURAL NOTES. USE THE LAP LENGTH AS REQUIRED FOR THE SMALLER OF THE I 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. I TYPICAL WALL, CORNER AND INTERSECTION REINFORCING I NTS ©CH2M HILL DETAIL 2 OF 2 I CLEAN WATER SERVICES ( 3303 DURHAM AVWVTF I PHASE 5D2 CH2MHILL 03305.dgn 2013104\09 CH2MHILL PROJECT NO. 422389, ACI MINIMUM HOOK EMBEDMENT LENGTH WALL VERTICAL BAR MIN REINFORCING SIZE EMBED #4 7° #5 9" #6 11" #7 12" #8 14" ❑l � W Ct (I) Q WHERE THE DOWEL LENGTH cy J INDICATED ON DRAWINGS IS z Q§ �j __ GREATER THAN REQUIRED U i LAP, WALL VERTICAL REINFORCING p ❑ I MAY BE EXTENDED DOWN TO MIN HOOK W z TOP OF SLAB EMBEDMENT - z O LENGTH o CJ C 3154 I � SLAB REINFORCING I 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 G CH2M HILL CLEAN WATER SERVICES C 3305 DURHAM AWWTF PHASE 5D2 CH2MHILL 03316.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 TYPICAL OPENING REINF CONSTRUCTION JOINT AROUND PIPE SEE( 3301 ---- C ii THICKNESS m •• k 2'-0" 2 - #5 EACH SIDE TYP 1'-0" 1'-0" �' —\ BOTTOM "U" SECTION OF y • TIES CONT TO END OF • HYDROPHILIC WATERSTOP ENCASEMENT 1111..._ CONTINUOUS ALL AROUND I • ,..iiiiii IN ALL CONSTRUCTION JOINTS � / TYPICAL PIPE / ENCASEMENT REINF I c,o4-4-r) f I PROVIDE LEVEL BEARING AREA BELOW VERT PIPE RISER EQUAL TO ENCASEMENT I ENCASEMENT RISER GROSS END AREA 8" MIN ALL___ #5 TIES @12" AROUND LAP LENGTH, SEE • GENERAL STRUCTURAL• 3" CLR, NOTES I TYP cp� 7 #5 • CONTINUOUS I SECTION NOTE: SECTION APPLIES TO PIPES W/ DIAMETERS 18" AND SMALLER. I PIPE ENCASEMENT I NTS ©CH2M HILL I CLEAN WATER SERVICES C 3316 DURHAM AWWTF I PHASE 5D2 CH2MHILL 03341.dgn 2013\03\31 CH2MHILL PROJECT NO. 422389 DOOR PJF BEYOND AT BLDG OPENING WALL & SLAB EDGE ADDL #4 @12"i 4'-O" EXTERIOR ALTN W/ SURFACE TYP FOR 6" SPACING I 1111--1111= „ - 2 LAYERS =I 1 N 1 1 o z ROOFING FELT e,�1oo � 2 ADDL #5 x OPNG TYPICAL TYP SLAB WIDTH + 2'- SLAB THICKNESS EA END REINF EXTERIOR FDN WALL ADDL #5 x OPNG STEP DOWN 1'-0" 2'-0" WIDTH + 2'-0" EA END © DOOR OPNG EXTERIOR PJF BEYOND AT BLDG DOOR OPENING - 1\i--- WALL & SLAB EDGE IN INTERIOR BEARING WALL 4'-0" ADDL #4 @12" I-- 1/2" PJF ALTN W/ TYP FOR 6" SPACING A F, • • •f� 1I • • �• • • • O Z II wrivy, � • HI i �- 2 LAYERS • • TYPICAL ROOFING FELT SLAB TYP SLAB •2ADDL #5xOPN/ REINF CONT THICKNESS WIDTH + 2-0" 2 ADDL #5 x OPNG EA END, TYP WIDTH + 2'-0" EA END 2'-0" INTERIOR FDN WALL TYP STEP DOWN 1'-0" @ DOOR OPNG INTERIOR SLAB AT DOOR OPENING NTS ©CH2M HILL CLEAN WATER SERVICES ( 3341 DURHAM AWWTF PHASE 5D2 CH2MHILL 03356A.dgn 2013\03\31 CH2MHILL PROJECT NO. 422389 4 1/2" MIN ALL AROUND 3" MIN ALL AROUND EQUIPMENT BASE T ; #4 @12" EW ANCHOR BOLT, SEE NOTES 1 1/2" FLUID MAX 1 A 1/2" i & ANCHOR BOLT DETAILS NON-SHRINK GROUT 3/4" CHAMFER, TYP IMI���INI 2 - #4 11@ TOP OF PAD •SEE NOTE 7r FOR PAD HT > 10" • A 1 • 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) I THICKNESS NOT SHOWN SEE PLANS CONSTRUCTION JOINT TYPE A GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. I CONCRETE EQUIPMENT PAD - TYPE A I NTS DETAIL 1 OF 9 CH2M HILL CLEAN WATER SERVICES ( 3356 DURHAM AWWTF PHASE 5D2 CH2MHILL 03356B.dgn 2013103\31 CH2MHILL PROJECT NO 422389 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 MM���MII 2 - #4 11@ TOP OF PAD ADDL #4 @6"I 1' SEE NOTE 7 FOR PAD HT > 10" - - V. • yr 7 • . IL • ` . 3357 #4 @12"Z 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 CH2M HILL CLEAN WATER SERVICES ( 3356 DURHAM AWWTF PHASE 5D2 CH2MHILL 03356C.dgn 2013\03131 CH2MHILL PROJECT NO. 422389 OPNG SIZE, VERIFY W/ PLANS & EQUIP MFR FORM TO RETAIN GROUT I 4 1/2" MIN ALL AROUND EQUIPMENT BASE 3" MIN ALL 1 1/2" FLUID I AROUND NON-SHRINK GROUT ANCHOR BOLT, 1 1/2" SEE NOTES & I ANCHOR BOLT MAX DETAILS I #4 @12" EW 1----1 \ 3/4" CHAMFER, TYP 40.Ativ. 2 - #4I 1 @TOP I �IMI� A OF PAD c-s . . 4 WO SEE p -- La '� ADDL #4 @6" 11 NOT 7 '!!° '!!' ,� FOR PAD HT > 10" I ■ i . . . . . . . . 1 ANCHOR "X" \— #4@12'1_L MIN 4 BOLT SLEEVE PER PAD (#5 @12" 2 MIN EASIDE FOR AB3/4" OR I OF OPNG EW 1-1 LARGER) CONSTRUCTION N J OINT #4 0 OR 111 FOR OPENINGS > 6" SUSPENDED SLAB; FOR REINF AND THICKNESS NOT SHOWN SEE PLANS #4@12"I BARS AT OPNG IF X 1 6 TYPE C GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. I CONCRETE EQUIPMENT PAD - TYPE C I NTS DETAIL 3 OF 9 ©CH2M HILL CLEAN WATER SERVICES ( 3356 DURHAM AVWVfF I PHASE 5D2 CH2MHILL 03356E.dgn 2013\03\31 CH2MHILL PROJECT NO. 422389 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 READ, 3 1/2" MIN, 10" MAX 3/4" CHAMFER, TYP • „ I, • . . • 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 CH2M HILL CLEAN WATER SERVICES ( 3356 DURHAM AWWTF PHASE 5D2 CH2MHILL 03356F.dgn 2013\03131 CH2MHILL PROJECT NO. 422389 4 1/2" MIN ALL AROUND 3" MIN ALL AROUND- { EQUIPMENT BASE I #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 mgagyrAw■ 2 - #4 1@ TOP OF PAD �° z '� ADDL #4 @6" 11 SEE NOTE 7 7 ,Fr FOR PAD HT > 10" • ▪ II • �,,, ANCHOR BOLT SLEEVE #5 ADHESIVE DOWEL I @ 12" MAX, 4 MIN, EXST SUSPENDED SLAB EMBED PER ( 3265 OR SLAB ON GRADE, FOR THICKNESS SEE PLANS CONSTRUCTION JOINT, I ROUGHEN & CLEAN PRIOR TO PLACING PAD TYPE F I GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. I CONCRETE EQUIPMENT PAD - TYPE F I NTS DETAIL5OF9 ©CH2M HILL CLEAN WATER SERVICES C 3356 DURHAM AWWTF PHASE 5D2 CH2MHILL 03356G.dgn 2013\03131 CH2MHILL PROJECT NO. 422389, 6" MIN, TYP UNLESS NOTED OTHERWISE EQUIPMENT ON PLANS CONCRETE ti ANCHORS, SEE NOTE 3/4" FINISH CHAMFER, z GRADE—\ TYP .•, I•. r ? -=J1 • / 1 iii 1. (0 - i i_ 1.5 #5 CONT THICKENED 6" EDGE OF SLAB MIN ALL AROUND #5 @12" EW AT 2" NOTE: CLR FROM TOP SURFACE WHEN ANCHORAGE OF EQUIPMENT TO PAD IS REQUIRED, USE CONCRETE ANCHORS SPECIFIED. TYPE G GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. CONCRETE EQUIPMENT PAD - TYPE G NTS DETAIL 6 OF 9 CH2M HILL CLEAN WATER SERVICES ( 3356 DURHAM AVVVVfF PHASE 5D2 CH2MHILL 03356H.dgn 2013103\31 CH2MHILL PROJECT NO. 422389 6" MIN, TYP UNLESS NOTED OTHERWISE EQUIPMENT ON PLANS CONCRETE ti ANCHORS, SEE NOTE I 3/4" FINISH CHAMFER, o z GRADE TYP L • £ ;; • 1111-1111111 u U • =11 =11 1111_ b z Hit= ' .7 1 C I 1.5 THICKENED 6" - 2 - #5 CONT EDGE OF SLAB MIN I ALL AROUND NOTE: #5 @12" EW T&B WHEN ANCHORAGE OF EQUIPMENT TO PAD IS REQUIRED, USE CONCRETE ANCHORS SPECIFIED. TYPE H GENERAL NOTE: FOR GENERAL NOTES SEE DETAIL 9 OF 9. I CONCRETE EQUIPMENT PAD - TYPE H I NTS DETAIL 7 OF 9 � CH2M HLl CLEAN WATER SERVICES ( 3356 DURHAM AWVVfF PHASE 5D2 CH2MHILL 03356J.dgn 2013\03\31 CH2MHILL PROJECT NO. 422389 4 1/2" MIN ALL AROUND 3" MIN ALL AROUND 1 1/2" EQUIPMENT BASE 1 1/2" FLUID MAX I CONCRETE ANCHOR NON-SHRINK GROUT ' 3/4" CHAMFER, TYP T.O. PAD, COORD W/ MECH 2 - #4 7 @ TOP OF PAD 1 ' I LtJ L-rJ #4@i 2" • #5 ADHESIVE DOWEL .../ @ 12" MAX, 4 MIN, EMBED PER( 3265 • CONSTRUCTION JOINT, ROUGHEN AND CLEAN PRIOR TO PLACING PAD ,-T . . • . . 'it- LI, II IL . . . 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 DETAIL 8 OF 9 QU CH2M HILL CLEAN WATER SERVICES ( 3356 DURHAM AWWTF PHASE 5D2 CH2MHILL 03356L.dgn 2013\03\31 CH2MHILL PROJECT NO. 422389 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 I 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 DETAIL 9 OF 9 CH2M HILL CLEAN WATER SERVICES ( 3356 DURHAM AWWTF PHASE 5D2 CH2MHILL 03357.dgn 2013\04\09 CH2MHILL PROJECT NO 422389 PROJECTION SEE TYPICAL ANCHOR BOLT, AS REQD EQUIPMENT SIZE AS SHOWN PROJECTION ANCHOR OR AS REQD AS REQD BOLT DETAIL BY MFR TOP OF .' CONC °:0'd°I I 0 °' NON-SHRINK GROUT cc Q I d + 1", MIN • 0 ° e INSIDE DIAMETER FILL WITH C7 ? I :•�� NON-SHRINK Lcij 2 II ii SLEEVE, -oz GROUT SEE NOTE 2 1/8" PLATE , WASHER, 1:):3" DIA MIN, II 111 ROUGHEN SEE NOTE 2 1111 EDGE, CLEAN rx ALL AROUND Lo J ANCHOR BOLT, SIZE rl U AS SHOWN OR AS 6d, 4" MIN CORED REQD BY MFR REMOVE FORM AT HOLE IN EXST CONC PROJECTION TOP BY CUTTING AS REQD C IS II CAA ST ST ANND D P RIOR ANCHOR BOLT RETROFIT P TO GROUTING TOP OF FILL BLOCKOUT CONC • • W/ NON-SHRINK TOP OF CONC GROUT EQPT PAD o • ',o CONC EQPT C7 0 0° • nn PAD HEIGHT a Dui ,r up N o ° . TOP OF ;��„ ° • °° STRUCTURAL d + 1", MIN �� SLAB OR "" BEAM cc ANCHOR BOLT • 0 1111 SLEEVE AS DEPTH °• - J U CONC SLAB SPECIFIED AS REQD >°0 ° 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 ©CH2M HILL CLEAN WATER SERVICES ( 3357 DURHAM AVWVfF PHASE 5D2 CH2MHILL 03377.dgn 2013104\18 CH2MHILL PROJECT NO. 422389 10" 4" 3/4" AL GRATING WITH GS-1 SUPPORT @ EDGE, SEE ( 5566 SLOPE TOP OF GROUT z TO DRAIN in 2 GROUT — r Z I NOTE: GRATING SHALL BE MEDIUM DUTY, SEE ( 5566 ). FORMED CONCRETE TRENCH NTS ©CH2M HILL CLEAN WATER SERVICES C 3377 DURHAM AWWTF PHASE 5D2 CH2MHILL 03380.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 WIDTH AND HEIGHT OF CURB AS NOTED ON PLAN 2 - #5 @ TOP & #5 @12" WHEN CURB HEIGHT EXCEEDS 12", MIN 2 BARS FOR CURB 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 1 THAN 9" cr J U CONCRETE CURB NTS ©CH2M HILL CLEAN WATER SERVICES ( 3380 DURHAM AWWTF PHASE 5D2 CH2MHILL 04001.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 - CORNER BARS LAP STANDARD 90° MATCH TYP HORIZ Q HOOK AT BARS SIZE & SPG J FAR FACE .. .1�'►•• s •• LT:a •a • •a . as WI IT �T�1 r ''Te SI MT=r�T i r ' �wwww�w,w 11111Litirall ss i i . i It lit, " I `truM MEMM Lam- ii & i L IIM 3TYP ''�'�� 5 TYP VERTS, TYP VERT T , VER S Lu LOCATE VERTS BARS AT �.�WITHIN HORIZ 1/2" CLR ITI1 BARS AT OF CELL '.' CORNERS ONLY WALLS � 1 Jili hill EXTERIOR CORNER INTERIOR CORNER DOUBLE MAT PLAN FOR HORIZONTAL BARS STANDARD 90° HOOK AT FAR FACE "Wag rMaill'MEW M E I r a l M r. I Ira� lqueiciwatmom 3 TYP VERTS r 2 TYP F„,1 CORNER BARS LAP Fl VERTS MATCH TYP HORIZ Lal■J BAR SIZE & SPACING < `,•I at1_rips Fiji EXTERIOR CORNER INTERIOR CORNER SINGLE MAT PLAN FOR HORIZONTAL BARS NOTES: I- 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. I 3. AT OPENINGS, CONTROL JOINTS, OR CORNERS LESS THAN 6'-0" IN LENGTH. SEE DETAILS C 4005 ) AND C 4006 I REINFORCED MASONRY WALL CORNERS (SINGLE & DOUBLE MAT) I NTS CH2M HILL CLEAN WATER SERVICES C 4001 DURHAM AWWTF I PHASE 5D2 CH2MHILL 04002.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 2 - #5 ABOVE "W" 2'-8" & BELOW OPNG, NOTE 1 TYP SEE NOTES 2 & 3 8" LINTEL ��� ���=- BLOCK 111111111® �� . 1� 2 TYP WALL IA VERTICAL BARS (FULL HT) EA E OF p OHM SEDE NOTE 4NG z • • �. . ...:.; ,. .: : # 1 - 8" BOND BEAM I • : . . .I I NOSE 1 I 1 • SAW CUT BLOCK FOR REINF SIM AS CIRCULAR OPNG� SOLID GROUT SHOWN FOR 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 ©CH2M HILL CLEAN WATER SERVICES ( 4002 DURHAM AWWTF PHASE 5D2 ,CH2MHILL 04003A.dgn 2013\04109 CH2MHILL PROJECT NO.422385 `m®rb.... ® GROUT ALL CELLS /111111 Miliglida WITHIN SHADED ��1®� �11,�I BOUNDARY AREA CMU OPENING REINF SCHEDULE Al~ a "A"BARS IN 8"WALLS z o LINTEL BLOCK W LINTEL STIRRUP "A" "B" "C" JAMB ,N®®®:®IIMMIP IAI DEPTH SIZE,SPG BARS BARS BARS WIDTH -A® I®®.I2'8" 8" 1 1 1 8" "C"BARS EACH SEE NOTE 3 SIDE,SEE NOTE 2 1r®� 1 >2'-8" 4'-0" 16" - 2 1 1 8" (ONE CENTERED ® 0NE® >4'-0"<6'-0" 24" #3 @8" 2 1 2 16" PER CELL IN 8" -dill Imo1 >6'-0"<8'-0" 32" #3 @16" 2 2 3 24„ WALLS,TWO / (1 EF)PER CELL >8'-0"<10'-0" 48" #3 @24" 2 2 3 24" IN 12"WALLS) �'® i� HOOKS SHOWN 12"WALLS ARE IN HORIZ /�,�� �®!�'�i PLANE,TYP W LINTEL STIRRUP "A" "B" "C" JAMB 1 DEPTH SIZE,SPG BARS BARS BARS WIDTH .'N __I®,. "B"BARS IN 52'-8" 8" 2 2 2 8" Nip' ••■■•-- \..mar BOND BEAM >2'-8"54'-0" 16" - 2 2 2 8" TYP WALL >4'-0"56'-0" 24" #3 @8" 2 2 4 16" HORIZONTAL LJAMBI "W" IAMBI >6-0"<8'-0" 32" #3 @16" 2 2 6 24" BAR AT TOP OF WIDTH WIDTH•>8'-0"510'-0" 48" #3 @24" 2 2 6 24" STIRRUP,SAME LENGTH AS "A"BARS Mil TYP CMU WALL Mill TYP WALL 1 VERTICAL !IIIL HORIZONTAL REINFORCING BAR AT TOP OF STIRRUPS HOOK • 1 � STIRRUP,SAME NOTES: AS REQD lull H ? _ l�flTll� LENGTH AS"A"BARS 1. USE BAR QUANTITIES AND SIZES GIVEN IN LINTEL SCHEDULE UNLESS OTHERWISE NOTED SEE SCHEDULE a a o I 12"CMU WALL ON THE DRAWINGS. o 0 2. EXTEND"C"BARS 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0"BEYOND TOP AND BOTTOM 8"CMU WALL III' w U) w II'I STIRRUPS I 1 H13050' OOK OF OPENING EXCEPT THAT WHEN"H"OR"W"EXCEEDS 2'-0","C"BARS SHALL EXTEND FULL LINTEL BOTTOM I!1! z w z w 1 AS READ HEIGHT. WHERE THERE IS LESS THAN 8 0"BETWEEN ADJACENT OPENINGS,EXTEND w w SEE SCHEDULE HORIZONTAL J�� J N LINTEL BOTTOM REINFORCING CONTINUOUS TO 2'-8"BEYOND FURTHEST OPENING. REINFORCING 3. "A"AND"B"BARS SHALL EXTEND 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0"EACH "A"BARS SEE HORIZONTAL SIDE OF THE OPENINGS. SCHEDULE LINTEL BLOCK REINFORCING"A" BARS SEE SCHEDULE 4. FOR BAR SIZES,MATCH TYPICAL WALL REINFORCING AS SHOWN ON THE BUILDING 8"LINTEL SECTION 12"LINTEL SECTION WALL SECTIONS. CMU OPENING REINFORCING NTS CC'I1IA HII CLEAN WATER SERVICES C 4003 DURHAM AVVWTF PHASE 5D2 CH2MHILI 04004A.dgn 2013\04\09 CH2MHILL PROJECT NO. 422389 /- 2 TYP TYP / HORIZ VERT I - 1 I I I 1 1 ''°-1 BARS AT REINF 1 I 1 I 1 TOP OF HOOKS -11" I I I I 11 I WALL AND SHOWN AT ALL ARE IN 1' 1 I 1 1 1 I I I I 1 1 ROOF AND HORIZ 1 I 1 1 I FLOOR PLANE, LEVELS TYP i 1 1 I 1 72 BAR DIA TYP —i 99 117-1 ∎∎ LAP, TYP, HORIZ . 1 SEE NOTE 2 REINF ____ ___ _ _ ■111111111111111111111 Mom 1115111111,M 111t1 ===∎=1■111 OPENING SEE .._��a REINF SEE ellik NOTE 2 I=�� 111111111111111111 -M 1111111111111111111111111 C 4003 0■11111•11m ■_��__-'__ ■ =MERUI■` 111111111111LINNIMINIM;IN•— 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 C 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 ©CH2M HILL CLEAN WATER SERVICES C 4004 DURHAM AVVVVfF PHASE 5D2 CH2MHILL 04005.dgn 2013\04101 CH2MHILL PROJECT NO.422384 OPENING_ 3'-4"TO 6'-0" OPENING OPENING 2'-8"TO 4'-0" OPENING M (SEE NOTE 3) 180°HOOK, (SEE NOTE 3) TYP Ii �° � � � �� � �• 135°HOOK, 1•.A��`_ _� `�. , TYP,SEE r s mum • • I ' NOT E 4 I"C"BARS PER(4003 • #3 @16"TIES N X o_ TYP \ #3 @16" TYP EA END OF PIER IN BOND BEAM "C"BARS PER 4003 V VERTICAL TIES IN BOND TYP EA END OF PIER BEAM EA FACE INTERIOR PLAN INTERIOR PLAN LIM LIMO rir piji @16EIN �°"j,�► TYP CORNER L!JBOND BEAM ' I'' REINFORCING,SEE EACH FAC C 4001 /\ SIM #3@16" "C"BARS m� "� TIES IN PERC 4003 LAP 72 BAR ®!BOND BEAM ' TYP 111111 WI DIAMETERS �� r" 12 ae e • I rr�,�air sa��u� F r '. II r r � �.'� r • "C"BARS r " ■I •a ! !!I1�=��ad`sai \ TYP 4003 IL sM�LI-___ IIr—___ `r—al TYPICAL CORNER OPENING 2'-8"TO 4'-0" REINFORCING,SEE OPENING 3'-4"TO 6'-0" -ow NOTE 3) 4001 SIM (SEE NOTE 3) CORNER PLAN CORNER PLAN 8"CMU WALL 12"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 CMU WALL PIER 135°HOOKS. NTS 6 CH2M HILL CLEAN WATER SERVICES ( 4005 DURHAM AWWTF PHASE 5D2 `sH2M IU r I 04006.dgn 2013\04101 CH2MHILL PROJECT NO.42238! OPENING 2'-8"OR LESS OPENING OPENING 2'-0"OR LESS OPENING I "C"BARS PER( 4003 TYP EACH .�a�a������+�T�� END OF COLUMN iH. 1.a�•,rill iaoaaia%ca� 135° 180° BENDS "C"BARS PER( 4003 )SIM 1/2"CLR #3 @8"U N TYP EACH END OF PIER TYP IN BOND HOOK n- 0 #3 TIES F (4 BARS MIN IN COLUMN) BEAM BLOCK BEAM BLOCK INTERIOR PLAN INTERIOR PLAN LIM Mil riri 135° .0 BENDS LII" #3 TIES r I F....4 8"IN BOND I"C"BARS BEAM BLOCK latawm PER tr. ®1■ sai„ 4003 r P'pr Irate n TYP TYP CORNER •REINFORCING,SEEs°�1 eso `- i ����n� TYP CORNER �swTrai i ► 4001 SIM "C"BARS Irritilli It`��.��.� ' 1 r REINFORCING,SEE ��- -.a�• PER 4003 c ���� 4001 51M�`sss�ssJ`iaJ TYP '�ssl �l. S Oss� #3 @8" C -)180° OPENING 2'-0"OR LESS IN BOND HOOK OPENING 7-8"OR LESS BEAM BLOCK ` CORNER PLAN CORNER PLAN NOTE: GROUT WALL COLUMNS FULL WALL HEIGHT. 8"CMU WALL 12"CMU WALL CMU WALL COLUMN NTS O CH2M HILL CLEAN WATER SERVICES ( 4006 DURHAM AVWVfF PHASE 5D2 CHZIVIHILL 04031.dgn 2013104\01 CH2MHILL PROJECT NO. 422389 3/8" SEALANT . 11/Pr•—® BOND BREAKER TAPE 3/8" j�°.A111 BACK-UP ROD 8" CMU WALL CMU BLOCK 0 STOP TYP HORIZONTAL I I REINFORCING AT JOINT, EXCEPT CONTINUE HORIZONTAL BARS AT I I 111111-111 111116h" _ ALL ROOF AND FLOOR LEVELS THRU JOINT • PROVIDE TYP VERTICAL REINFORCING IN 2 CELLS EACH SIDE OF i JOINT PREFABRICATED I CONTROL JOINT I_. NOTE: 12" CMU WALL WITH 2 LAYERS OF REINFORCING IS SIMILAR. I CMU CONTROL JOINT I NTS CH2M HILL I CLEAN WATER SERVICES ( 4031 DURHAM AWWTF I PHASE 5D2 CH2MHILL 04041.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 4 TYP WALL REINFORCING BARS CONTINUOUS 7 PARALLEL TO RAKE 72 BAR DIAMETERS SLOPE TOP OF WALL " *(9 TO MATCH ROOF SLOPE SEE WALL SECTIONS FOR ROOF CONNECTION 11=111111671.4� SLOPE SHALL ■� :': � '�� FORMED BY CUTTING MASONRY TYP WALL MI �� UNITS, NOTCH REINFORCING RI _______ .; ,..;; RE TO i�®MI ffiM®__ ®a REINFORCING IOW= CMU WALL NOTE: GROUT MINIMUM 12" AT TOP OF WALL. CMU WALL AT RAKE NTS ©CH2M HILL CLEAN WATER SERVICES ( 4041 DURHAM AWVVTF PHASE 5D2 CH2MHILL 05002.dgn 2013\03\04 CH2MHILL PROJECT NO. 422389 POST + 1" a- F- z F_l O cn I� , a_ HSS POST z PLAN I N POST + 1" za x 2H 1 PLAN W POST W OR HSS I POST 1 1/2" NON-SHRINK 1 1/2" e SEE I GROUT AS SPECD, / NOTE 3 ROUND CORNERS TYP W/ 3/4" RADIUS TOOL v ^ I w D w _ u ANCHOR BOLTS ELEVATION NOTES: 1. UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 3/4" DIA x REQUIRED WITH LEVELING NUTS AND 1'-0" MINIMUM EMBED AND BASEPLATES SHALL BE CENETERED ON POSTS. 2. USE OF 2 - BOLT STEEL POST BASEPLATE ANCHORAGE DETAIL SHOWN SHALL BE LIMITED TO STEEL SUPPORT MEMBERS WEIGHING LESS THAN 300 LBS IN I ACCORDANCE WITH OSHA STANDARDS. 3. WELD SIZE SHALL BE DETERMINED BY THE THICKEST MEMBER JOINED; MINIMUM WELD SIZE SHALL BE 3/16" FILLET FOR MATERIAL THICKNESSES UP TO AND I INCLUDING 1/2", 1/4" FILLET FOR THICKNESSES OVER 1/2" TO 3/4", AND 5/16" FILLET FOR MATERIAL THICKNESSES OVER 3/4". ALL WELDS SHALL BE SINGLE-PASS WELDS. POST BASE - STEEL NTS I_. CLEAN WATER SERVICES ( 5002 D DURHAM AWWTF PHASE 5D2 CH2MHILL 05020.dgn 2013\04\09 CH2MHILL PROJECT NO. 422389 OL BOLTS ' 2 1/2" MAX 1" MIN 1 1/4" MIN AT 2 1/2" COPED BEAM COPE FLANGE AS STD FLANGE I : REQD FOR PROPER • GAGE _ i# INSTALLATION SEE JL6x4x5/16, 1 ROW it NOTE 5 - '1 Ali C * CONN ONLY, PROVIDE Cam; 1 I = 1t) 10 c� 1I_ 4 ADDL BOLT TO w _ Hm _ - -'s: E `^ ENCLOSE BEAM -. :_ 0 0 1 1/4" c� 111: WEB w w MIN =s: = WEB Y J w 411, '�1' 5/16" x REQD DOUBLE i ' I ' ,C T&B ILA ANGLE, TYP UON 1 STEEL BEAM �� SST BOLTS, TYP UON �M M�OR COLUMN 1 1/2" 1 1/2" STEEL BEAM MIN / 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 5D2 CH2MHILL 05022.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 3 1/2" MAX, TYP 6L BOLT 1 1/2" MIN FOR 3/4" BOLTS, I A325N BOLTS W/ 1 3/4" MIN FOR 7/8" BOLTS, TYP SHORT SLOTTED HORIZ HOLES IN . I 1 1/2" MIN AT COPED I BEAM, TYP UON I 3/8" SHEAR BEAM FLANGE, TYP rim PLATE, TYP � � ! r����i ,, 5 Z `l `, - M `J I P--- d 1/4 L ; I ih ill _ 1/4 I i v Z-Ed /ti GREATER r THAN 3", USE STEEL BEAM OR I ONE SIDE u CONN @ �,`I� CHANNEL, TYP ii■Plall1111/M1 DEEPER BEAM 1 1/2" 1/4 MIN 1/4 > CTYP TWO SIDE CONN ONE SIDE CONN NOMINAL BEAM ROWS OF BOLT DIA, LENGTH OF DEPTH, INCHES BOLTS INCHES SHEAR PLATE I 27 8 7/8" 2'-0" 24 7 3/4" 1'-8 1/2" I 21 6 _ 3/4" 1'-5 1/2" 18 5 3/4" 1'-2 1/2" I 16 4 3/4" 11 1/2" 12-15 3 3/4" 8 1/2" 8-10 2 3/4" 5 1/2" I 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 ( 5020 3. (*) DIMENSION SHALL BE 3" UNLESS OTHERWISE REQUIRED FOR PROPER I FABRICATION. BEAM SINGLE PLATE SHEAR CONNECTION - STEEL I NTS CO CH2M HILL CLEAN WATER SERVICES ( 5022 DURHAM AWWTF I PHASE 5D2 CH2MHILL 05029.dgn 2013\04\11 CH2MHILL PROJECT NO. 422389 3 1/4 2 1/2" SIDES, 41/4" 1 1/4" TYP / 1/4 SUPPORTED SUPPORTING BEAM BEAM 1 1/4" TYP 3„ `*/ 3" SPACING, TYP 0 0 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 ®CH2M HILL CLEAN WATER SERVICES ( 5029 DURHAM AWWTF PHASE 5D2 CH2MHILL 05056.dgn 2013\04101 CH2MHILL PROJECT NO.42238£ 6" 3" 3" 3" 2 1/2" r MIN EXISTING CONCRETE STEEL [WALL OR BEAM I BEAM 0,o a;�,o e • w N JL4x3 1/2x3/8x1•-2 1/2" mw W/6-3/4"DIA SST 3 _ it_i_Em c., z O STUD TYPE ADHESIVE SEE , m I_ 1 z 6" 3" 3" ANCHORS 3 1/2" NOTE 1 �-_i'? -( 2 w — Iotii� - '' r MIN -I I 1 EXISTING CONCRETE o I 1 1/4" r WALL OR BEAM £ M� 7"MIN I z I. I r ° w N EMBED I , a, .-,.a % u)IL 4" JL7x4x3/8x0'-3"W/ 0-7,:.•0:- .∎ I '�■ e z 0 2-3/4"DIA SST STUD ° ° "° _III_ f z TYP TYPE ADHESIVE fo ==v- _ :. c ( 2-3/4"DIA A325N a 'III' a ANCHORS 0'2 3/4" BOLTS(PROVIDE `� LENGTH FOR 4"BEAM SHORT HORIZONTAL 6 iiii:_° N o COPE BOTTOM SLOTTED HOLES - M FLANGE FOR BEAM JL4x3 1/2x3/8x0'-8 1/2" IN BEAM WEB) — ==_ w ;�_ INSTALLATION m �_� 6" 3" 3" W/4-3/4"DIA SST EXISTING I fi r STUD TYPE ADHESIVE 3 1/2" [CONCRETE _ A MIN ANCHORS 1 1/4" WALL OR BEAM m • 7"MIN { I % EMBED I I w N STEEL NI p.oe;p.o - N _ BEAM e „HI__ 0 _ 2 c_��_� g Z CLIP BOTTOM OF - z Mr- IF;- o a 4" ANGLE 3"@45° _�__:_ O, o I COPE BOTTOM TYP 0 ° 0• ° r FLANGE FOR BEAM , co ¢m ______________ I— 3-3/4"DIA A325N w ___� INSTALLATION BOLTS(PROVIDE �� m ' SHORT HORIZONTAL SLOTTED HOLES 7"MIN I " IN BEAM WEB)a EMBED STEEL BEAM t0 NOTES: ) 4" CLIP BOTTOM OF 0-a "0.0; 1. 3"DIMENSION TYPICAL EXCEPT 2 1/2"FOR 5"BEAMS AND 2"FOR 4"BEAMS. TYP ANGLE 3"@45° ° 2. DO NOT CUT EXISTING CONCRETE BEAM TOP REINFORCING DURING DRILL-IN ANCHOR INSTALLATION. FIELD LOCATE BEAM REINFORCING PRIOR TO FABRICATION WITH GROUND 2-3/4"DIA A325N BOLTS PENETRATING RADAR OR OTHER ACCEPTABLE MEANS. ADD LENGTH TO CLIP ANGLES (PROVIDE SHORT HORIZONTAL AS REQUIRED TO LOWER ANCHORS TO CLEAR REINFORCING WHILE MAINTAINING SLOTTED HOLES IN BEAM WEB) 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 - STEEL NTS e CM21A MILL CLEAN WATER SERVICES ( 5056 DURHAM AWWTF PHASE 5D2 C142IVIHiu 05066.dgn 2013\04\09 CH2MHILL PROJECT NO. 422389 CL WALL & BEARING BEARING WALL TOP CONNECTION BETWEEN CLOSURE PLATES BEAMS, SEE( 5302 ) EA SIDE OF WALL (TOP OF PLATE TO BLOCKOUT, SEE C 5071 ) _ _ ti MATCH TOP OF BEAM FILL VOID AROUND ELEVATION) BEAM W/ FIRESAFING 1/4 1/4 Et__3 _4__ [__i STEEL BEAM, SEE FRAMING PLANS —\ O , I I I I STANDARD � - � 2" TYP OVERSIZED - U HOLES I i\ I - 1— ~} ci U ' END OF STEEL BEAM PLAN ..../— BEAM SPLICE WHERE WHERE DISCONTINUOUS NOTED ON PLAN. AT WALL 12" UNO SEE C 5029 ) till II CLOSURE I r--- JL_-_ PLATE r, 2 - 3/4" ANCHOR BOLTS BEARING 2" r, ,� � W/ LEVELING NUTS PLATE fl AND 2 - HEAVY WASHERS 3/4"x4" U N O I r' I i ` 1 r----j 11 N 11 I s.� CONTINUE FACE SHELLS ;,I,"• # OF MASONRY ACROSS °O 1 SEAT BLOCKOUT WHERE CMU OR HBU ®1 II BEAM DISCONTINUOUS INTERIOR rill I 040 tal BEARING WALL NON-SHRINK GROUT ELEVATION 8" BOND BEAM W/ 2 TYP HORIZONTAL BARS CONTINUOUS BEAM SEAT/INTERIOR WALL - STEEL LENGTH CENTERED NTS SINGLE BEAM SEAT) ©CH2M HILL CLEAN WATER SERVICES ( 5066 DURHAM AWWTF PHASE 5D2 CH2MHILL 05067.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 DECKING LEDGER SUPPORT ANGLE (TOP OF ANGLE 1 GROUT CELL EACH SIDE OF BLOCKOUT TO MATCH TOP OF , BEAM ELEVATION) 2 ti • 5301 1 l' STANDARD OVERSIZED 1/4 P HOLES 0 1/4 I } STEEL BEAM, -a- SEE FRAMING PLANS - r N a co H • CL WALL & BEARING CLOSURE PLATE( 5071 ) PLAN FILL VOID AROUND CONTINUE FACE SHELLS BEAM W/ FIRESAFING OF MASONRY ACROSS SEAT BLOCKOUT I I ! I . I I 2 - 3/4"x0'-10" ANCHOR BOLTS W/ LEVELING BLOCKOUT DEPTH, NUTS & 2 - HEAVY '2„ I SEE NOTE 1 WASHERS I !✓ = • BEARING PLATE 3/4"x4" UNO NON-SHRINK GROUT 8" BOND BEAM W/ 2 TYP MASONRY EXTERIOR HORIZONTAL BARS BEARING WALL CONTINUOUS (#5 MIN) ABOVE ELEVATION AND BELOW BLOCKOUT (5'-4" MIN LENGTH CENTERED NOTE: ON SINGLE BEAM SEAT) PROVIDE BLOCKOUT DEPTH AS REQUIRED FOR SETTING BEAMS, (BEAM DEPTH + 6") MIN, OR SET BEAMS BEFORE COMPLETING WALL ABOVE. BEAM SEAT/EXTERIOR WALL - STEEL NTS CH2M HILL CLEAN WATER SERVICES ( 5067 DURHAM AWWTF PHASE 5D2 CH2MHILL 05071.dgn 2013\04\09 CH2MHILL PROJECT NO. 422389 EXTEND PLATES TO CLOSE OPENING ABOVE BEAM WHERE WALL IS FABRICATE CLOSURE CONTINUOUS PLATE W/ MAX 3/16" GAP AROUND BEAM II I TOP OF WALL r ii - H . 0 Z L. + -f- — - - - 1 1C-ill) FILL WALL EDGE OF BLOCKOUT BLOCKOUT FOR W/ FIRE SAFING + I BEAM SEAT, + L I II J I SEE ( 5066 ) & ( 5067 + T I I 20 GA GALV STL CLOSURE 1" PLATES EA FACE OF WALL BLOCKOUT, ATTACH TO 3" WALL W/ 1/4"x1 1/2" TYP SST LIGHT DUTY PIN SIDES ANCHORS @ 6" MAX SPACING & DES NOTE: FOR DETAIL C 5067 ) CLOSURES, LOCATE ANCHORS SO THEY DO NOT CONFLICT WITH LEDGER ANGLE. BEAM SEAT CLOSURE PLATE NTS ©CH2M HILL CLEAN WATER SERVICES ( 5071 DURHAM AVVVVfF PHASE 5D2 CH2MHI _L 05082-1.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 MO + 1'-4" ' 8" MASONRY OPENING (MO) 8" ' __ CMU WALL MASONRY ANCHORS 11 I T&B OF FRAME, TYP IM# A _•_� ►0 _•_•_•_•_ . II II 4" 4" 4,. 4" I I 'r TYP TYP TYP TYP 1 1/4" CONT BENT II PL, T&B OF FRAME 1 I' 'I 11 I v III III II II I Ii III 1/4" CONT CANOPY SUPPORT I I' BENT PL FRAME, TYP I I I I 1 I I I 4.-0" OC MAX T 4'-0" OC MAX NOTES: 1. METAL DECK NOT SHOWN FOR CLARITY. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 3. SEAL WELD ALL WELDED CONNECTIONS. I CANTILEVER CANOPY FRAMING PLAN I NTS DETAIL 1 OF 4 ©CH2M HILL CLEAN WATER SERVICES ( 5082 DURHAM AVWVTF I PHASE 5D2 CH2MHILL 05082-2.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 GROUTED BOND BEAM T&B OF CANOPY, EXTEND MIN 2'-0" EA SIDE OF CANOPY 2" 1/4" CONT BENT PL 4„ 5/8" SST HILTI KB-3 1 ANCHOR W/4" EMBED, TYP r, 1 1/2" 20 GA METAL DECK W/ 5/8" DIA PUDDLE WELDS @ 12" OC AT ALL SUPPORTS 12 AND BENT PL CMU WALL I Amp 16 1/4" CONT 3" BENT PL 3" Aor • II Allot 1/4" CONT HSS2x2x1/4, FOR BENT PL SPACING SEE FRAMING PLAN 4'-0" NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. CANTILEVER CANOPY SUPPORT FRAMING DETAIL 2 OF 4 CHAR HILL CLEAN WATER SERVICES ( 5082 DURHAM AWVVTF PHASE 5D2 CH2MHILL 05082-3.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 V — 2" 1/4" CONT BENT PL 4„ I GROUTED 1/4 BOND BEAM 1/4 1 1/2" 20 GA 1 METAL DECK 5/8" DIA 41141 ANCHOR I � 1 CMU WALL I _ > <SEAL 1/4 > <SEAL HSS2x2x1/4, TYP NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. ALL WELDED CONNECTIONS SHALL BE SEAL WELDED ALL AROUND. I 3. TOP CHORD CONNECTION DETAIL SHOWN. BOTTOM CHORD CONNECTION IS SIMILAR. CANTILEVER CANOPY FRAMING DETAIL I NTS DETAIL 3 OF 4 I ©CH2M HILL CLEAN WATER SERVICES C 5082 DURHAM AVVVVfF I PHASE 5D2 CH2MHILL 05082-4.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 41111 1 112" 20 GA METAL DECK ,.. Aiiii 12 41104116--,.. 411% 1/4 , (SEAL> > 1/4 3" i 1/4 1/4" CONT\-- BENT PL 3" HSS2x2x1/4, TYP SEAL > 1/4 > Co NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. ALL WELDED CONNECTIONS SHALL BE SEAL WELDED ALL AROUND. CANTILEVER CANOPY FRAMING DETAIL NTS DETAIL 4 OF 4 ©CH2M HILL CLEAN WATER SERVICES ( 5082 DURHAM AVVVV F PHASE 5D2 CH2MHILL 05301.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 MASONRY WALL WELD AS I I NOTED / m""\ %. TST EL, SEE PLANS STEEL DECKING I L 3x3x1/4" x CONTINUOUS WITH 5/8" ANCHOR BOLTS I AT 2'-0" ON CENTER 2 - TYPICAL HORIZONTAL I BAR, CONTINUOUS, INCLUDING THROUGH ALL CONTROL JOINTS I DECKING NORMAL TO WALL DECKING LEDGER SUPPORT ANGLE I NTS I CLEAN WATER SERVICES ( 5301 DURHAM AWWTF I PHASE 5D2 CH2MHILL 05302.dgn 2013104\01 CH2MHILL PROJECT NO. 422389 WELD AS STEEL DECKING I I <SPECIHED WALL PL 3/8 x 3 x CONT W/ 1/2"x8" DEFORMED ANCHOR STUDS @ 2'-0" ON CENTER F TOP OF MASONRY 2 - #5 CONT MASONRY BOND BEAM, SEE PLANS NOTES: 1. WHERE DECKING SPAN IS PARALLEL TO WALL, LOCATE VALLEY OF DECKING CENTERED ON WALL. 2. FOR CLOSURE, SEE ® TYPICAL UNLESS NOTED OTHERWISE. NOT SHOWN FOR CLARITY. METAL DECK BEARING WALL TOP CONNECTION NTS r CH2M HILL CLEAN WATER SERVICES ( 5302 DURHAM AWVV F PHASE 5D2 CH2MHILL 05303.dgn 2013104\11 CH2MHILL PROJECT NO. 422389 WELD AS J J CL WALL Tht, NOTED j Q i _' 2" 2 ao WORK i 1 1 1/2" METAL DECKING @) ) POINT MN 1/4" BENT PLATE L___.1 R�1 4.,dfr----+--------r- C ONT BETWEEN T.O. �I fir- ; JOIST SEATS WALL EL, i imiw PL 3/8x5xCONT W/ SEE 5/8"DIAx8" H.A.S. @ PLANS ") r 2'-0" MAX SPG -##� y `e (3 MIN/PLATE) 3/16 (/ 2-12 .I^ 20 GA GALV STL in. CLOSURE PLATE • MN SIM, TYP • ■ • ' . ; f METAL DECK/WALL CONNECTION I NTS ©CH2M HILL CLEAN WATER SERVICES ( 5303 DURHAM AWWTF PHASE 5D2 CH2MHILL 05315.dgn 2013\04101 CH2MHILL PROJECT NO. 422389 ±L WALL CONTINUOUS NEOPRENE CLOSURE STRIP BY DECK STEEL DECKING I MFR, TYP EA SIDE OF WALL VAMIPWAIIINVAI MAW' ■ #10 SELF TAPPING FIRE SAFING �: , ; SCREWS @ 6" OC, TYP L3x3x20 GAGE x CONTINUOUS, BENT PLATETYPEASIDE OF WALL, GALV • FOR DECK/WALL CONNECTION, SEE ( 5302 NOTE: WALL CLOSURE NOT REQUIRED WHERE DECKING IS PARALLEL TO WALL. METAL DECK/BEARING WALL CLOSURE NTS ©CH2M HILL CLEAN WATER SERVICES C 5315 ) DURHAM AWWTF PHASE 5D2 CH2MHILL 05321.dgn 2013104109 CH2MHILL PROJECT NO.422385 OPENING SUPPORT ANGLE, WIDTH SEE SCHED II=I.I■ "W" WALL,TYP — 111111.1.1111111.1 IMIIIII .....111111I ME N f DECKNVALL CONN, 1111 ---=- `� 5301 ) OR SEE WALL STEEL BEAM j� .1 CLOSURE SUPPORT 5302 CONNECTION SUPPORT �J se(.5 I ANGLE, • II L' p TYP EA 3/16 \ I SEE SCHED 3/16 a LIIIM s as END 3/16 I COPE ANGLE L 5x3x1/4x0'8" U " z I LONG W/2-5/8" Lu AS READ DIA CONC ANCHORS " a ©5"GA,( 5301 ),SIM W �V CLOSURE BEAM SUPPORT WALL SUPPORT CL METAL SEE BEAM FRAMING CONNECTIONS JOIST SUPPORT OR BEAM CONNECTION "W" "W" „W" L2x2x3/16",TYP, 12"TO CONNECT TO 24"MAX ROOF BEAM WHERE INDICATED, TYP 3/16 I SEE BEAM SUPPORT PLAN 1 Y 1 z 1 OPENING CLOSURE DECK SPAN SUPPORT � � = TYP AIL 3/16 I 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 METAL ROOF PLAN DECKING ATTACHMENT, OPENINGS 2'-1"TO 6'-0" DECK SEE NOTE 1 NOTES: I Am. 1. ATTACH METAL DECKING TO ALL SUPPORTS PERPENDICULAR TO I : DECKING SPAN WITH SPECIFIED FASTENERS AT EACH VALLEY OF � DECKING. ATTACH METAL DECKING TO SUPPORTS PARALLEL TO L2x2x3/16",TYP SECTION SPAN @ 6"ON CENTER. WHERE VALLEY OF DECKING DOES NOT FALL AT SUPPORTS PARALLEL TO DECK SPAN,PROVIDE FILLER PIECES FOR EQUAL ATTACHMENTS. OPENINGS 1'-0"TO 2'-0" 2. REFER TO SPECIFICATIONS FOR SMALLER DECK OPENING ROOF DECK OPENING REINFORCEMENT. NTS D CH2M HILL CLEAN WATER SERVICES ( 5321 DURHAM AWWTF PHASE 5D2 CHZMHILL 05331.dgn 2013104\11 CH2MHILL PROJECT NO. 422389 CONCRETE TOPPING ADDITIONAL REINF CENTERED REINF CENTERED IN OVER GIRDERS, FOR SIZE & SLAB, FOR SIZE & SPACING, SEE PLANS SPACING, SEE PLANS CENTER VALLEY OF STEEL DECKING OVER GIRDER FOR STUD SHEAR CONNECTORS r i . r EE �+ • III j NOTE 2 'I METAL STUD Ali DECKING SHEAR * i CONNECTORS - I! GIRDER BEAM, TYP 3'-0" MAX NOTES: 1. SPACE SHEAR STUDS AT 3'-0" MAXIMUM. 2. FOR SLAB AND DECKING DEPTH, SEE PLANS. COMPOSITE BEAM NTS ©CH2M HILL CLEAN WATER SERVICES ( 5331 DURHAM AVVVVTF PHASE 5D2 CH2MHILL 05506a.dgn 2013\04\01 CH2MHILL PROJECT NO.422385 NOTES: INSTALL FIRST EDGE OF INSTALL FIRST 1. PROVIDE PROTECTION FOR DISSIMILAR METALS TREAD FLUSH PLATFORM TREAD FLUSH AND CONCRETE AS SPECIFIED. W/T.O.GRATING 11" GS-2,SIM W/T.O.CONC 11" EDGE OF PLATFORM 2. AMERICAN STANDARD C12x20.7 STRINGERS TYPICAL G TREAD, GRATING G TREAD, i� EXCEPT WHERE OTHERWISE NOTED ON PLANS. SEAL TYP SEAL TYP 3. GALVANIZED STEEL GRATING TREADS UNLESS TYP 3/16 / TYP 3/16 V ` v OTHERWISE NOTED ON PLANS. b r•I:I;I:I:I:I 1 ism I r"I•I`I•Im 4. STAIR HANDRAIL NOT SHOWN. �1 �� - imam 0:.:-.0.:� 5. STAIR MANUFACTURER TO COORDINATE BOLTED — :: : :i:i: TREADS AND HANDRAIL CONNECTIONS. f •II •- ••••••• 6. FIELD VERIFY DIMENSIONS AND ELEVATIONS ��� I=�PRIOR TO FABRICATION. 7. HOT DIP GALVANIZE ALL MEMBERS AND FASTENERS ? AFTER FABRICATION. "I_il NOTE: "IVA 8. FOR RISER PLATE SEE PARTIAL RISER PLATE DETAIL UNO. FOR NOTES NOT NOTE: CLEARANCE BETWEEN TOP OF RISER PLATE AND SHOWN SEE BELOW. FOR NOTES NOT BOTTOM OF TREAD TO BE 3 3/4"MAX.FOR STAIRS SHOWN SEE BELOW. WITH PICKET HANDRAIL EXTEND RISER PLATE PER TOP CONNECTION-STEEL TOP CONNECTION-CONCRETE FULL RISER PLATE DETAIL. GRATING if LANDING GRATING 11" LANDING VARIES W/ TREADS, TREAD, WIDTH TREADS, TREAD, WIDTH STAIR SLOPE TYP TYP SEE PLANS TYP TYP SEE PLANS 1"OVERLAP, 1"OVERLAP, I...----...1 1: 1,4 NOSING,TYP Q l-I } TYP ►� INSTALL FIRST TMP � . � NOSING,TYP 3/8"STL BOT PLATEM�.�. `yam UNIFORM TREAD FLUSH UNIFORM W/11/16x2 1/2" RISERS, RISERS, INSTALL FIRST %i SEE DWGS, I....... Wl T.O. SEE DWGS, I....... TREAD FLUSH LI•I LLLI,•�1 I I LLLLI",al SLOTTED HOLES 4" - 6" TYP ��� GRATING TYP �n=� W/T.O.CONC P' GS-2,SIM 21/2" PLAN STAIR .I A STAIR I _ STRINGER 'k� I•I•I•I•I•I•I•I•II IIIUIIIII STRINGER ">,� I•I'I•I'I•I'I•I . - �_ J1'�iii�k'5 T 15iiiiiel 0 0 3/16 NOTE 8,TYP —In NOTE 8,TYP �► - - CD 3/16 \ 4" _� � � _ f`;I.;I:.I.IGII SHORT ��, SHORT ��' } z «� HORIZONTALLY is, UNIFORM SLOTTED HOLES HORIZONTALLY 1 CO E IN STRINGER SLOTTED HOLES RISERS, I—•I•,•I■I••I•II METAL BEAM, IN STRINGER SEE DWGS,prv, I �^; NOTE 8,TYP SEE PLANS 2-3/4"DIA TYP ,� "���� NON-SHRINK 2-ROW BOLTED CONC ANCHOR 2 ROW BEAM/WALL END STL GROUT CONN C 502 SINGLE FACE ANGLE CONN( 5056 )SIM CONC BEAM, ANGLE NEAR PL 3/8x3 lull I SIM SINGLE STL VARIES + 3/8"STL BOT PLATE EXCEPT AS NOTED EXCEPT AS NOTED SEE PLANS FACE / 6 1/2" 6" W/11/16x2 1/2" SEE PARTIAL J SLOTTED HOLES LANDING CONNECTION-STEEL LANDING CONNECTION-CONCRETE RISER PLATE 2-5/8"DIA SST DETAIL SECTION CONC ANCHORS BOTTOM CONNECTION STAIR DETAILS - STEEL NTS DETAIL 1 OF 2 O CH2M HILL CLEAN WATER SERVICES ( 5506 DURHAM AWWTF PHASE 5D2 CHZMHILI 05506b.dgn 2013\04\01 CH2MHILL PROJECT NO.422385 TREAD BEARING BARS STAIRWAY STEEL TREAD (1 2 2'-3"OR LESS 3/4"x 3/16" 3/16"STL BENT PL I`•I:I:I:I:I,•,I:i 2'-9"OR LESS 1"x 3/16" v ¢ � � 3'-3"OR LESS 1 1/4"x 3/16" r") ra.7l.ap�:�p�:f� 4'-7"OR LESS 1 1/2"x 3/16" -Ids:l 10 GAGE STL PLATE SEE NOTE 8 1-0"MIN UNLESS " ' SST SELF-TAPPING OTHERWISE 5/8"DIA SST 1111 11 TEK SCREW, 1"LONG 1/2" - NOTED ON PLANS CONC ANCHORS, IN 1/4"DIA HOLE AT 6"FROM EACH 6"OC CLR FROM l■, END MAX 12"OC WALL UNO = - �-1 PARTIAL RISER PLATE 01 T` �� —=STRINGER X-0"UNLESS GRATING/ OTHERWISE RISER PLATE TREAD NOTED ON PLANS' SEE NOTE 8 14 GAGE STL PLATE STAIR TREADS i %pt. VARIES W/ r■i•I•5■iei•I= FAIR SLO �_� 1..,,ad pr COPE 3/16" w g 3/16"STL BENT PL i„I III SST SELF-TAPPING BENT PL TO TEK SCREW, 1”LONG 5/8"DIA SST CONC IN 1/4"DIA HOLE AT CLEAR GROUT ANCHORS,6"FROM 6"OC AND STRINGER m EACH END MAX 12"OC MOUNTING PL -- FULL RISER PLATE 3/16"STL BENT PL 2"� ) 1 1/2" PLAN BOTTOM CLOSURE PLATE STAIR DETAILS - STEEL NTS DETAIL 2 OF 2 O CH2M HILL CLEAN WATER SERVICES C 5506 DURHAM AVW TF PHASE 5D2 CH2MHILL 0558.dgn 2013104\01 CH2MHILL PROJECT NO. 422389 W8x18 SUPPORT BEAM, • FOR CONNECTION AT HANDRAIL WALL SEE ( 5056 ) SIM, • CLOSURE BEAM OMIT HORIZ SLOTTED HOLES EACH SIDE OF A LANDING GS-1 GRATING SUPPORT • I AT ACCESS TO LANDIN STAIR STRINGER CONT OVER •` i 1 SUPPORT BEAM IL I . BOLT EACH STRINGER TO SUPPORT BEAM JL 3 1/2x2 1/2x1/4 (LLV) W/ 2 - 3/4" DIA BOLTS CONCRETE OR ,/ MASONRY WALL 3/16 \ TYP 111 3/16 3/8" GUSSET PL CTRD ON BEAM i W/ 2 - 3/4" DIA j j BOLTS PL 3/8x3x3 PL 5/8x12x12 W/ 4 - 3/4" AS READ TO SPACER PL @ DIA SST ADHESIVE FULLY SEAT •--, CTR OF BRACE ANCHORS W/ 5 1/2" W/ 1 - 3/4" DIA MIN EMBEDMENT ,%, STRINGERS BOLT @9" GAEW 1/2" 7,, W/ / 2 - 3/4" DIA BOLTS 1 1/2" _ / 3/16 4 1/2" WA,, 3/16 V \, �` NOTE: 4 1/2" HOT-DIP GALVANIZE ;- \ AFTER FABRICATION. AO 1112" WORK POINT ,.' t3` 3/8" GUSSET PL STAIR LANDING SUPPORT - STEEL NTS CIL CH2M HILL CLEAN WATER SERVICES ( 5508 DURHAM AWWTF PHASE 5D2 CH2MHILL 05521-1.dgn 2013104\18 CH2MHILL PROJECT NO. 422389 a H F-7 d TOE - - F- BOARD -' 0- a Z III _ - - -" M% - - -fl - - - - - MOM - - - - , I FOR WIDTH _ EQUAL SPACES ....._6_1-011\r______. SEE PLANS @ 6'-0" MAX MAX EDGE OF L CONCRETE PLAN POST, TYP RAIL TERMINAL, TYP, GATE SYSTEM 4i_=4__., SEE DETAIL BELOW AS SPECIFIED POST BEYOND I—� a - - - m I 1 Y) D =I o RAILING SYSTEM AS SPECIFIED 1'-1 1/2" Z U - -'1 F 1, 1,_i 1/2"� '_ " J C7 Q .. g H_ . = - - - - - o I c c° En j 1 + ' y _ FOR TYPE OF 1 r TOE ANCHORAGE, BOARD,TYP SEE DWGS 6" HIGH x 8" WIDE CONC RAILING CURB 3/4" ELEVATION WHEN INDICATED ON THE PLANS, SEE DETAILS A 3/8" 4" 2" 2" • END OF RAIL r 'I i's 3/8" DIA x L 1 1/4" STUD i� 4:M Mt r WITH 1/2" _ " 7 . .,11 THREAD WALL FLANGE, 1/8" THICK SEE SPECS PL 3/8x2 "" al NYLON WASHER RAIL TERMINAL PLAN ELEVATION 6 3/16 / TYP NOTES: HINGE 1. FASTEN RAIL TO WALL FLANGE PER MANUFACTURERS RECOMMENDATIONS. 2. WALL FLANGE TO BE MOUNTED TO WALL WITH (2) 3/8" DIA SST WEDGE ANCHORS. 3. AT CONTRACTOR'S OPTION FABRICATE HINGES OR PROVIDE OTHER HINGES AS SPECIFIED. ANODIZE FINISH AFTER ALL WELDING AS SPECIFIED. RAILING - THREE RAIL - ALUMINUM NTS DETAIL 1 OF 6 CLEAN WATER SERVICES ( 5521 DURHAM AWWTF PHASE 5D2 CH2MHILL 05521-2.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 LOCATE POST AT EACH END I OF INTERMEDIATE LANDING, N WHERE NO LANDING REQD SEE DETAIL BELOW I RAILING �� _ SYSTEM EQUAL SPACINg dam / _ AS SPECIFIED g_cy, MAX v. sir _ r HANDRAIL I! - f `V ' A I 1 p� i - �ij■ .iii - i� 1Zo -0 SEE RAILING POST I MIN ANCHORAGE DETAIL .► METAL STRINGER SHOWN I V Or 1 { CONC STAIRS SIM SEE NOTE 2 I I1 11" 4" 1 1/2" CLR GUARDRAIL I • SYSTEM HANDRAIL 7:77 1 • I LI∎ BRACKET • N J ,, � � o ao �; ,_ U o .-f I ' 511 M RAILING DETAIL WITHOUT LANDING RAILING SECTION I NOTES: 1. PROVIDE TOE BOARD AT LANDING WHERE REQUIRED. 2. RETURN END OF HANDRAIL TO GUARDRAIL AT BOTH ENDS. RAILING - THREE RAIL STAIR - ALUMINUM (IBC) I NTS DETAIL 2 OF 6 CLEAN WATER SERVICES ( 5521 DURHAM AWWTF I PHASE 5D2 CH2MHILL CH2MHILL PROJECT NO. 422389 6 1/4" I I- 1 1 se co . . 1 - Z I 8" MIN PLAN THE BASEPLATE SHALL ALUMINUM RAILING POST, SIT SOLIDLY ON CONCRETE. FIELD CUT TO FIT THE USE OF SHIMS, WEDGES, IT GROUT, ETC FOR RAILING POST ALIGNMENT OR ANY TOP MOUNTED POST OTHER REASON WILL BASE AS SPECIFIED NOT BE PERMITTED ' •ii• Iii. .v . .p •O L :o. °. .0 0. o.o.4 - SST CO NC ANCHORS AS • SPECIFIED LJ°.o. ELEVATION TYPE "A" NOTE: PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. RAILING POST ANCHORAGE TYPE A - ALUMINUM NTS DETAIL 3 OF 6 CLEAN WATER SERVICES ( 5521 DURHAM AWWTF PHASE 5D2 CH2MHILL 05521-4.dgn 2013104\09 CH2MHILL PROJECT NO. 422389 O � o o � :Br Irina ALUMINUM PLAN RAILING POST TOP OF CONCRETE SIDE MOUNTED OR MASONRY - POST BRACKET, AS SPECIFIED .�61 I i n� 4" MIN 4 - SST ANCHORS AS �, ! %fa SPECIFIED 4 1/2" MIN bow ELEVATION TYPE "B" NOTES: 1. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS.' 2. USE SIDE MOUNTED POST BRACKET AS A TEMPLATE FOR THE ANCHOR BOLTS. .RAILING POST ANCHORAGE TYPE B - ALUMINUM I ivTS DETAIL4OF6 � C CH2M HILI CLEAN WATER SERVICES ( 5521 DURHAM AVVV TF PHASE 5D2 CH2MHILL 05521-5.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 IL43___ _ PLAN ALUMINUM I RAILING POST TOP MOUNTED POST BRACKET AS SPECIFIED )0400 SST BOLTS, Sle, AS SPECIFIED —∎∎— Os 13"111 •Olitt .4,1111°I° BEAM ELEVATION STAIR STRINGER TYPE "C" NOTE: PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. RAILING POST ANCHORAGE TYPE C - ALUMINUM NTS DETAIL 5 OF 6 CLEAN WATER SERVICES ( 5521 DURHAM AVVVVfF PHASE 5D2 CH2MH LL 05521-6.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 BOLT HEADS AT I STAIRWAY OR PLATFORM SIDE, TYP Hu HAM UIl mill I ono n �m .!.. 0 • PLAN ALUMINUM �-� HANDRAIL POST HANDRAIL BRACKET / BEAM AS SPECIFIED SST BOLTS, /A AS SPECIFIED 4111 i ,. -q- - 4 .-<,_ i .1 DIA/ ELEVATION STAIR STRINGER TYPE "H" NOTE: PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. I HANDRAIL POST ANCHORAGE - TYPE H - ALUMINUM I NTS DETAIL 6 OF 6 I CLEAN WATER SERVICES ( 5521 DURHAM AWVVTF I PHASE 5D2 CH2MHILL 05545.dgn 2013104\01 CH2MHILL PROJECT NO. 422389 7"MIN, ADJUST TO FIT ROOF 10'MAX HATCH OR FLOOR DOOR 6" HATCH COVER HANDRAIL POST 1'-6" OR GRAB RAILS, UON SEE PLANS v EQUALLY SPACED Li,M L.; u: "" 1'-0"OC MAX, i 10"MIN,TYP 1 1/2"DIA SCHED 40 AL PIPE,MIN ( EXTRUDED AL SAFETY BRACKET AS ® SIMB I SPECIFIED,TYP DEVICE a M r: �I; .„--5/8"CONCRETE ANCHORS AT CONN TO CONCRETE OR EXTRUDED AL RUNGS CMU PER SPECS,SEE NOTE 4 WITH SERRATED SURFACE,1"WIDE MIN 1111 -1 •o I. I .oe ,Q m TOP OF 1; 1'-0"MAX, ��, WALKING EXTRUDED BASE CONN, 10'MIN —�— IMP SURFACE 1� SECURE TO CONCRETE WITH 4 CONCRETE ANCHORS,TYP • I .. EACH RAIL JELEVATION TYPE G PIPE LADDER UNDER COVER 7,8• i'2"MIN,FIELD SELF CLOSING GATE I' VERIFY WHERE INDICATED 5521 TOP OF WALKING I 3'-BWALKING"ABOVE SURFACE SURFACE EQUALLY SPACED 87 mg u at "• V-0* T MAX 1'-6"UON �ill 10"MIN,,TYP 7'MIN 1 1/2"DIA SCHED I 10'MAX 40 AL PIPE,MIN SAFETY I EXTRUDED AL BRACKET CLIMB AS SPECIFIED,TYP DEVICE ED In EXTRUDED AL RUNGS I `5/8"CONCRETE ANCHORS WITH SERRATED ' •• AT CONN TO CONCRETE OR I SURFACE,1"WIDE MIN ,o CMU PER SPECS,SEE NOTE 4 I ,o :-4B " 1'-0"MAX, WALKING— TOP OF 1 SECURE EXTRUDED BASE CONN, 10"MIN SURFACE TO CONCRETE WITH 4 CONCRETE ANCHORS,TYP r_ J EACH RAIL,TOP&BOTTOM ELEVATION TYPE H PIPE LADDER WITH EXTENSION NOTES: 1. PROVIDE PROTECTION FOR ALUMINUM IN CONTACT WITH CONCRETE AS SPECIFIED. 2. PROVIDE LADDER SAFETY POST AS SPECIFIED,WHERE INDICATED. 3. PROVIDE SAFETY CLIMB RAIL WITH BELT&EXTENSION RAIL AS SPECIFIED WHERE INDICATED. 4. PROVIDE SST CONC ANCHORS WHEN LOCATED BELOW MAXIMUM WATER SURFACE. PRE-ENGINEERED PIPE LADDER - ALUMINUM NTS S CH2M HILL CLEAN WATER SERVICES C 5545 ) DURHAM AWWTF PHASE 5D2 CH2MHILL 05566.dgn 2013/04/05 CH2MHILL PROJECT NO.422381 1/4"PL WELDED AT OPEN LIGHT DUTY GRATING :10 ENDED SUPPORTS,TYP BANDING BAR �EQPT 1/4"BAR TOE STOP TYPE'A' TRIM 114"THICK ATTACH GRATING TO OPNG 1 ALL AROUND OPENINGS, (100 PSF) VERTICAL LEG EMBEDDED ANGLE WITH WELD TO GRATING GRATING THICKNESS TABLE AS REQD FOR WELDED THREADED STUD 'v i ; MAXIMUM STEEL ALUMINUM GRATING THICKNESS AND CLAMP AS SPECIFIED i1,1'1,5.,/'S'f SPAN • 3'-6" 1" 11/4" „'" GRATING ;.�p° i i li THICKNESS 4'-0' 1" 1 1/2" 3/8"x6"ANCHORS GRATING 4'-6" 1" 1 3/4" @1%6'CENTER ° �•�" GRATING 5'-0" 1 1/4" 1 3/4" 6-6" 1 1/4" 2" MIN BEARING EQUIPMENT OPENINGS 6'-0" 1 1/2" 2 1/4" DIMENSION,SEE NOTE 12 BEARING BAR GS-1 1 1/2" 2 114" 1 3/4" 2 1/2" ATTACH GRATING GENERAL NOTES: BEARING BAR TO BEAM WITH 1. GRATING SHALL BE LIGHT DUTY GRATING UNLESS OTHERWISE GRATING CLAMP AS SPECIFIED NOTED ON DRAWINGS. MEDIUM DUTY GRATING 2. GRATING SPAN SEE PLAN. TYPE B'(500 PSF) GRATING HI i ! ! ! THICKNESS 3. INDIVIDUAL GRATING SECTIONS SHALL NOT EXCEED 3'-0"IN WIDTH GRATING THICKNESS TABLE F-- OR WEIGH MORE THAN 150 POUNDS,UNLESS INDICATED OTHERWISE, i FOR TYPES'A'&'B'GRATING. TYPE'C'GRATING SHALL HAVE A MINIMUM MAXIMUM STEEL ALUMINUM i WIDTH OF 2'-0"REGARDLESS OF WEIGHT. SPAN SUPPORTING BEAM. EXTEND GRATING c 2'-0" 1" 1" FOR SIZE AND END TO FAR SIDE OF 4. SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED CONDITIONS,SEE PLAN BEAM FLANGE TO THE ENGINEER PRIOR TO FABRICATION. 2'-6" 1" 1 1/4" 5. MATERIAL FOR SUPPORTS OF STEEL AND ALUMINUM GRATING 3'-0" 1 1/4" 1 1/2" GS-2-ONE SIDED ATTACH GRATING TO BE SAME AS GRATING,EXCEPT METAL SUPPORTS THAT ARE 3'-6" 1 1/4" 1 3/4" BEARING BAR TO BEAM WITH TO BE EMBEDDED IN CONCRETE SHALL BE TYPE 316 STAINLESS 1/4" CLAMP AS SPECIFIED STEEL. 4'-0" 1 1/2" 2" GRATING 11 - 6. UNLESS NOTED OTHERWISE ON PLANS,GRATING THICKNESS 4'6" 1 3/4" 2 1!4' SHALL BE AS TABULATED IN"GRATING THICKNESS TABLE"FOR 5'-0" 1 3/4" 2 1/2" iilillili illililil THICKNESS I APPLICABLE GRATING TYPE. 5'-6" 2" DO NOT USE �•7--• 7. FOR SERRATED BEARING BARS,INCREASE GRATING THICKNESSES 6-0" 2 1/4" ALUMINUM M. SHOWN IN TABLES BY 1/4". � s 8. BEARING BAR THICKNESS FOR GRATING TO BE 3/16"MINIMUM. 2 1/2" GRATING SUPPORTING BEAM, SEE SPECIFICATIONS FOR SPACING OF BEARING AND CROSS BARS FOR SIZE AND END MIN BEARING 9. BAND ALL EDGES. MATCH DEPTH OF BEARING BAR. HEAVY DUTY GRATING CONDITIONS,SEE PLAN DIMENSION, 10. TYPE OF MATERIAL USED SHALL BE AS SHOWN ON PLANS OR TYPE'C' GS-2-TWO SIDED SEE NOTE 12 AS SPECIFIED. THIS STANDARD DETAIL INCLUDES 2 TYPES, (H 20 WHEEL LOAD) ALTHOUGH BOTH MAY NOT BE INCLUDED IN PROJECT. GRATING THICKNESS TABLE MIN BEARING GRATING 11. THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND DIMENSION,SEE NOTE 12 GRATING SUPPORTS SHALL NOT BE LESS THAN 1/4"NOR MAXIMUM S M ? STEEL ALUMINUM BEARING BAR GREATER THAN 1/2"AND AS SPECIFIED. 5/8"x6"CONC 12 FOR TYPE A&B MIN BEARING HORIZONTAL DIMENSION=1" 1-0" 2"x3116" ANCHORS @1'-6" FOR GRATING DEPTH 2 1/4"OR LESS,MIN BEARING 1'-8" 1 2 1/2"x1/4" GRATING CENTERS,6"MIN :o,, •••12,....i ! � HORIZONTAL=2"FOR GRATING DEPTH GREATER THAN 2 1/4" 2'-0" 2 1/2"x3/8"OR EMBEDMENT '..' THICKNESS - �'�" • 3'x114" DO NOT USE �!' 2'-6" 3"x3/8"OR ALUMINUM ATTACH GRATING TO ANGLE 4"x1/4" GRATING ° WITH CLAMP AS SPECIFIED 3'-3" 3 1!2"x318" L 3"x3"x 1/4" USE GS-3 ONLY FOR LIGHT DUTY GRATING,TYPE'A'. STANDARD GRATING 5-0" 4 1/2"x3/8" GS-3 NTS H]1.4 H111 CLEAN WATER SERVICES ( 5566 DURHAM AWWTF PHASE 5D2 CH2MHILl 05576.dgn 2013\04\01 CH2MHILL PROJECT NO.422381 VARI COVER EDGE PL FOR COVER PLATE TUBE 3x3 OPENING SPAN SYMMETRICAL w TYPE DETAILS y ABOUT CL TYPE'C' 1" UNDER COVER SEE PLAN 1 3/8" 1/4"MAX m g EDGE OF CHECKERED COVERS, 3/4"DIA x 2 5/8" _ PLATE 3/8'UNLESS -, i, 7j ° OPENING I 1/4" 1 _ SEE DETAIL LONG ROD „ - I i a NOTED 1/2"MAX 3/8"x3/4"STAINLESS PL COVER MAX 4 ;; _ a_`_`_`_`_`_\_` •■_`_`_`_`_`_` y:;;;;;: JO OTHERWISE, STEEL FLAT BAR — I ' - -' _ w • SEE PLAN n �'- I y` < TYP ` �i N STIFFENERS d 3/16 V 2 6 \ ?, WHERE REQD, (1:" 2/3 1/3 TYP I ->`ii w1 SEE DETAIL ' a STIFFENER STIFFENER I 3/16 ----�`K AND TABLE a e '`—' SPG OR I STIFFENER SPG ORy a e 12'MAX SPACING,SEE TABLE 6"MAX I PLAN STAINLESS STEEL L2x2x1/4 W COVER PLATE WIDTH 3/4"DIA x 2 5/8"ROD 3/8"DIA x 6"STAINLESS , 3/16 • TYP STEEL ANCHORS AT 18" • TABLE COVER PLATE CL OF 1"x2 5/8" CENTERS HOOK 2'AS SHO SLOTTED HOLE COVER TYPE"A" OPENING SPAN STIFFENER MAX MAX PLATE =MM.:IMPONW� LENGTH'L' SIZE STIFFENER WIDTH'W' STIFFENERS OPENING SPAN 1/4"MAX SPACING SEAL _,I,�"I� TUBE 3x3x0.188 WHERE REQD, SEE PLAN I 1/4"STAINLESS L<2'-6" NONE 5-0" WELD 3/16 '�� SEE DETAIL 7/8" 1/2" STEEL FLAT 2 1/4"LONG AND TABLE HEAD SCREWS 2'-6"<L<3'-6" L2x11/2x1/4 1'-6" 4'-0" 1/4x3x3 ���� 1/2"MAX 314' WITH 2 SQ PLATE,GRIND 3!8'UNLESS 3'-0'<L<4'-0" L2 1/2x1 1/2x1!4 1'-0" 4'-0" ( ' NUTS WELD CORNERS TO NOTED TO L,ONE AT 4'-0"<L<4-6" L2 1/2x1 112x1/4 1'-3" 4'-0" MATCH RADIUS OF OTHERWISE, EA CORNER 4'-6"<L<5'-0" L3x2x1/4 1'-6" 4'-0" CORNERS ON TUBE SEE PLAN SECTION =i�.�i�i�,;��x�� golinglilla 5'-0"<L<5'-0" L3x2x1/4 1'-3" 3'-0' w 3/8"x3/4" 5'-6"<L<6'-0" L3 1/2x2 1/2x1/4 V-6' 3'-0" NOTE: STAINLESS I STAINLESS 1/4'2x 6'-0"<L<6'-6" L3 112x2 1/2x1/4 1'-3" 2'-6" THE DETAIL IS APPLICABLE TO TYPE"C" STEEL L2x c ,,,...:: :./ BAR FLAT STEEL 6'6"<L<T-0" L4x3x1/4 1'-3" 2'_g• COVERS AND OTHER AIR TIGHT COVERS. 3/8"DIA x 6"STAINLESS " T-0"<L<T$" L4x3x1/4 1'-0" 2'-0" LIFTING EYE TYPE'B" STEEL ANCHORS AT 18" e •CENTERS HOOK 2"AS SHOWN ,, 3/16 • TYP NOTES: 1. STIFFENERS TO BE PLACED LONG LEG VERTICAL. 1l4" 1/2" COVER TYPE"B"i.2. SPAN DIRECTION OF PLATE TO BE PARALLEL TO STIFFENERS,AND STIFFENERS SHALL BE SHORT DIMENSION OF OPENING UNLESS NOTED SEAL 1/4 16, 1318" 7/8' 1/8"THICK x 1 1/2'CONT WHERE READ, OPENING SPAN 1/4"MAX OTHERWISE ON PLANS. WELD / I - NEOPRENE GASKET SEE DETAIL SEE PLAN 7/8" 1 112" 1/4"STAINLESS 3. MAXIMUM ALLOWABLE UNIFORM DESIGN LOAD=300psf. __ AND TABLE STEEL FLAT HEAD 4. MAXIMUM WEIGHT OF COVER PLATE TO BE 125 POUNDS. --'—'— �'∎ —•�''—'�'∎'∎-" I SCREWS WITH 2 SQ 5. COVER PLATES AND STIFFENERS ARE ALUMINUM PLATES AND ANGLES. ' a`��MI8�M 1 3/8"UNLESS 112"MAX 3/4" NUTS WELD TO L 6. ALL COVER PLATES TO HAVE A MINIMUM OF TWO EYES AS SHOWN IN ' ' NOTED ! I AT 12"CTRS ALL LIFTING EYE DETAILS. -- L OTHERWISE, r AROUND COVER STIFFENERS AL SPACER SEE PLAN TYPE"C" �i��i�i�i■•"� • piri PL 1/8x1 1/4"x CONT COVER PL —� .� COVER PLATE 1" ' 1/2"x3/4" AL PL 3/8x3"x CONT,STOP 1/8'THICK x 1/4"STAINLESS STEEL I STAINLESS 3/4"DIA x 114'FROM FACE OF FLAT HEAD SCREWS 1 1/2'CONT a o �,; SUPPORT ANGLE EA END, NEOPRENE GASKET • STEEL BAR 4"LONG ROD . L DRILL&TAP FOR 1/4" 12'CENTERS �_``:>< STAINLESS STEEL SCREWS STAINLESS STEEL 17x2x1/4" • TYP �- -- NOTE: a 3/16 '% THIS DETAIL APPLIES AT TYPE"C" 3/8"DIA x 6"STAINLESS NOTE: TYP , ;`, , COVERS AND OTHER AIRTIGHT COVERS. STEEL ANCHORS AT 18" THIS DETAIL APPLIES AT CENTERS HOOK 2"AS SHOWN OPENINGS THAT REQUIRE 3/16 .• EDGE PLATE DETAIL CHECKERED AIR TIGHT COVERS. THIS DETAIL IS APPLICABLE TO TYPES"A"AND"B"COVERS C p ED FLOOR PLA^ COVER TYPE"C" AND OTHER COVERS NOT INTENDED TO BE AIRTIGHT. CHTE 'ALUMINUM LIFTING EYE TYPE"A" NTS O CH2M Hill CLEAN WATER SERVICES ( 5576 DURHAM AVWVTF PHASE 5D2 CH2MHILL 6444.dgn 2013\04\22 CH2MHILL PROJECT NO. 422389 36" EYE WASH, SEE 6" PLUMBING DWGS PLAM COUNTERTOP, EDGES & BACKSPLASH `D 2x8 BRACING FROM 2x8 N 2x4 z_ SINK, SEE PLUMBING DWGS 0 2 - 1/4" DIA SST MASONRY SCREWS AT 24" OC MAX FACE OF MASONRY WALL COUNTERTOP END SUPPORT (MASONRY WALL) NTS ©CH2M HILL CLEAN WATER SERVICES ( 6444 DURHAM AWWTF PHASE 5D2 CH2MHILL 7420.dgn 2013104\22 CH2MHILL PROJECT NO. 422389 Ii II i 7423 • Ill I METAL ROOF ! '� 0 A • ■ PANEL 6 LI r 7(7422)-- - '�� • • ,,,,ii ( % .....--- ..-- --- '......._.. .. L 4 ►, ,•, f 0 • i Ai .... -.0- ,. , -- , .- ! I . V• - - - - - - -Ii_ ■ ■ ! P i ■. l G ' ) l U 4 METAL '•�..----.._. ' . ►� SOFFIT PANEL . . 7421 7424 CMU WALL CANOPY NTS ©CH2M HILL CLEAN WATER SERVICES ( 7420 DURHAM AVWV F PHASE 5D2 CH2MH LL 7421.dgn 2013104\22 CH2MHILL PROJECT NO. 422389 SELF-ADHERING I UNDERLAYMENT GYPSUM ROOF SHEATHING MTL DECKING, SEE STRUCT DWGS 12 61 I �. MTL ROOF PANELS AO, ! ' ' ' � --- - MTL FASCIA PANEL BY MTL -- ' ROOFING MFR � -- / � ' � � --- � . ""...-----.> --- ill- --- ---- ---- r ,BENT PL, SEE 1 STRUCT DWGS HSS FRAMING, SEE I STRUCT DWGS MTL SOFFIT PANELS METAL GUTTER & 3"x4" DOWNSPOUT CANOPY FASCIA I NTS C'^CH2M19 HILL CLEAN WATER SERVICES ( 7421 DURHAM AVVVVT PHASE 5D2 CH2MHILL 7422.dgn 2013\04\22 CH2MHILL PROJECT NO. 422389, MTL ROOF PANEL TFT- --. SELF-ADHERING UNDERLAYMENT GYPSUM ROOF SHEATHING GABLE TRIM FI ;-'-' MTL DECKING CLIP BY MTL FASCIA PANEL MFR HSS FRAME, SEE STRUCT DWGS t MTL WALL PANELS--.' F- SILL TRIM - MTL SOFFIT PANELS CANOPY RAKE NTS ®CH2M HILL CLEAN WATER SERVICES ( 7422 DURHAM AVWVTF PHASE 5D2 CH2MHI _L 7423.dgn 2013\04\22 CH2MHILL PROJECT NO. 422389 SEALANT VII CMU WALL �► SURFACE I—4• MOUNTED iii REGLET •A HEAD WALL FLASHING ► Z-CLOSURE ' 1 METAL ROOF PANEL 4 SELF-ADHERING • UNDERLAYMENT 0 J ►■ GYPSUM ROOF � ' ,1 I SHEATHING ► METAL /� I' DECKING ,, I I • ' --- ...- k , ... .... , ' BENT PL, rl I SEE STRUCT DWGS '' HSS FRAME, SEE STRUCT DWGS I CANOPY HEAD WALL NTS CLEAN WATER SERVICES ( 7423 DURHAM AVVWTF PHASE 5D2 C1I2MHILL 7424.dgn 2013\04122 CH2MHILL PROJECT NO. 422389, • ■■ CMU WALL HSS FRAME, • SEE STRUCT DWGS I I— — 164 i 4 _ _ I / � 4 r ■ METAL SOFFIT ■ PANEL 1 C-METAL TRIM ■ 1 1 ,∎ CANOPY SOFFIT / WALL NTS CLEAN WATER SERVICES ( 7424 DURHAM AVW TF PHASE 5D2 CH2MH LL CH2MHILL PROJECT NO. 422389 2x REQUIRED PT NAILER WITH KERF CUTS I PREFABRICATED METAL u ,-/ COPING SYSTEM 2 11119111111.""-## G . - - - • COUNTERSINK 112" DIA I MASONRY ANCHORS L AT 24" OC MAXIMUM AND OUTSIDE FACE OF . WITHIN 12" OF ENDS I CMU WALL . - MEMBRANE - u _ - FLASHING COPING (MASONRY WALL) I NTS CH2M HILL I CLEAN WATER SERVICES C 7532 DURHAM AWWTF I PHASE 5D2 CH2MHILL 7534.dgn 2013104\22 CH2MHILL PROJECT NO 422389 FACE OF FINISHED WALL SEALANT TERMINATION BAR EPDM MEMBRANE FLASHING EPDM MEMBRANE 2 ROOFING z RIGID ROOF INSULATION • TOP OF ROOF DECK BASE FLASHING NTS C CH2M HILL CLEAN WATER SERVICES ( 7534 DURHAM AWWTF PHASE 5D2 CH2MHILL CH2MHILL PROJECT NO. 422389 CUT-OFF MASTIC I 1 SST DRAW BAND I' ROOFING MFR'S FACTORY PREFABRICATED EPDM MEMBRANE PIPE SEAL ROOFING PIPE RIGID ROOF INSULATION i is, i TOP OF ROOF DECK '-'O SEALANT I C EPDM MEMBRANE FLASHING I CUT-OFF MASTIC ROOFING MFR'S SST DRAW BAND FACTORY PREFABRICATED I EPDM MEMBRANE PIPE SEAL ROOFING PIPE RIGID ROOF INSULATION n n 1_____:____li______,_________________._1:'__i i c),_, i TOP OF ROOF DECK PIPE PENETRATION I NTS CH2M HILL I CLEAN WATER SERVICES C 7537 DURHAM AWWTF I PHASE 5D2 CH2MH LL 7624.dgn 2013\04122 CH2MHILL PROJECT NO. 422389 CMU WALL • 1. i4 EXPANSION JOINT SEALANT & BACKER ROD CONTROL / EXPANSION JOINT NTS ©CH2M HILL CLEAN WATER SERVICES ( 7624 DURHAM AWWTF PHASE 5D2 CH2MHILL 7625.dgn 2013104\22 CH2MHILL PROJECT NO. 422389 SEE WALL TYPE B1 & B2 ON DWG 001-G-013 I h. iii i ii SEALANT :0 2X PT NAILER AS REQ', SCREW � ... TO DECK to; •.4 - .. -- ■-4 E MEMBRANE RPDOOFIM NG RIGID INSULATION z co .� .1 - _►,, ____1∎7 44.4 . SCUPPER ►�1 - ■ TOP OF ROOF BEYOND •i ■ DECK - OVERFLOW ii; iii .4 .!4 I 1 fi . — ' ∎�� 11\— 3" x4" DOWNSPOUT f-- \ / J I 4„ 7" r r NOTES: 1'-10" 1. CONSTRUCT CONDUCTOR HEAD PER SMACNA ARCHITECTURAL SHEET METAL MANUAL, FIG. 1-27A. CONDUCTOR HEAD NTS ©CH2M HILL. CLEAN WATER SERVICES ( 7625 DURHAM AWWTF PHASE 5D2 CH2MHILL 7626.dgn 2013\04\22 CH2MHILL PROJECT NO. 422389 ROOF PANEL MFR'S STD CLOSURE METAL ROOF PANEL SELF-ADHERING METAL FASCIA UNDERLAYMENT BY ROOF PANEL MFR GYPSUM SHEATHING VAPOR RETARDER %f METAL DECK, SEE STRUCT DWGS BENT PLATE 411111111p DECK SUPPORT, SEE STRUCT DWGS 12" `Alittoriti444N ,..41404000040044 METAL CLOSURE '� TRIM BY ROOF G PANEL MFR METAL STUD, SEE STRUCT DWGS METAL WALL �u II PANEL GYPSUM SHEATHING o o 0 AIR BARRIER 1-474 \ `fi 000 ti HIGH SAVE • SEE WALL TYPE Cl DWG 001-G-013 NTS CH2M HILL CLEAN WATER SERVICES ( 7626 DURHAM AWWTF PHASE 5D2 CH2MHILL 7627.dgn 2013104\22 CH2MHILL PROJECT NO. 422389 METAL ROOF PANEL I SELF-ADHERING UNDERLAYMENT I GYPSUM SHEATHING VAPOR RETARDER I METAL DECK, SEE ,,,,,„,,......„. STRUCT DWGS ----7 , ..!lisill;41,0stilitor64 BENT PLATE DECK SUPPORT, 11" SEE STRUCT DWGS ins ' METAL GUTTER & 3"x4" DOWNSPOUT SEE WALL TYPE B2 I ON DWG 01-G-013 LOW EAVE I NTS ©GH2M HILL I CLEAN WATER SERVICES ( 7627 DURHAM AWWTF I PHASE 5D2 CH2MHILL 7703.dgn 2013\04126 CH2MHILL PROJECT NO. 422389 /� _W- 1'11 - `4110 OW4 FIRESTOP SEALANT P= i PAW PIPE MFR'S P� �� INSULATION AND PACK SOLID WITH 4= I =� JACKETING FIRE STOP INSULATION ∎5 �� I�t�� _I_ ��I FLOOR ASSEMBLY, lay' PIPE MFR'S GALV I I I�� PIPE SLEEVE SEE STRUCT DWGS ;jam i � •' wit LA - 1:ii it A I•. ..I A • A D ':. :I ,. A L. ..I A A A �/ A D A X I.� I 11 D A D A I�. ..I A A A , I .�_� D D , D f: - ' ID D D �— _�-,,,,cc-I PIPE MFR'S 4� SEALANT (TYP) ESCUTCHEON PLATE 0� I ►�■ PIPE THROUGH FLOOR NTS CLEAN WATER SERVICES C 7703 C DURHAM AWWTF PHASE 5D2 CH2MHILL 7704.dgn 2013\04\26 CH2MHILL PROJECT NO 422389 PIPE MFR'S PIPE SLEEVE PIPE MFR'S PIPE MFR'S ESCUTCHEON INSULATION & PLATE -- JACKETING a ii.1%i!!i!i4iVii!iTi!i!i!i!i!�iiiiiit�������������all w w (n � I .. . -IAWA/AV • AIR SEAL (TYP) SEALANT (TYP) FILL SOLID W/ FIRE STOP INSULATION PIPE PENETRATION (EXTERIOR WALL) NTS CLEAN WATER SERVICES 7704 DURHAM AWWTF PHASE 5D2 CH2MHILL 7731.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 MECHANICAL NEOPRENE PAD EQUIPMENT. ATTACH AS RECOMMENDED METAL BY MANUFACTURER --I" COUNTERFLASHING j 171 _ iZ ROOF CURB N � EPDM MEMBRANE FLASHING EPDM MEMBRANE Z LINER PANEL ROOFING - WHERE SPECIFIED RIGID ROOF INSULATION TOP OF ROOF DECK MECHANICAL EQUIPMENT CURB NTS CH2M HILL CLEAN WATER SERVICES ( 7731 DURHAM AWWTF PHASE 5D2 CH2MHILL 7732.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 DUCT OR PIPE I SEALANT I I SST DRAWBAND METAL UMBRELLA I FLASHING I I ROOF CURB I — EPDM MEMBRANE I •■■ FLASHING I Z I ! EPDM MEMBRANE MEM ROOFING I Co LINER PANEL NNE RIGID ROOF WHERE MIM INSULATION I SPECIFIED U.. ■■■ ■•■I■■■■■■■■■■■■•••••■■II■•■I NMI ••••••••••••••••••••••••••I■ ■■■ ••••••••••••••••••••••••••I ■■■ ■■UI■■■■■■■■■■■■■■■■■■■■■■■I I TOP OF ROOF DECK 4" DUCT / PIPE PENETRATION I NTS CF12M HILL I CLEAN WATER SERVICES ( 7732 DURHAM AWWTF I PHASE 5D2 CH2MHILL 8101.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 SEE WALL TYPES B1 (TYP)B AT BGR FACILITY U ' ELECTRICAL ROOM, Q ' ' ON DWG 001-G-013 0 •` ,• — CMU LINTEL, SEE _ •�`����'�• REIN FORCEME T 1 SEALANT, ALL AROUND Z N BOTH SIDES w 1 HOLLOW METAL FRAME 0 O DOOR AS >- SCHEDULED ce z O EQL 5 314 " EQL a -i RAINDRIP WHERE SCHEDULED DOOR HEAD NTS C CH2M HILL CLEAN WATER SERVICES C 8101 DURHAM AWWTF PHASE 5D2 CH2MHILL 8102.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 SEE WALL TYPES B1 (TYP) AND B AT BGR FACILITY ELECTRICAL ROOM, ON DWG 001-G-013 w " - , , CMU WALL, SEE U STRUCTURAL FOR � REINFORCEMENT fit` I I_ _ - �1' � � MANUFACTURER'S ••∎��� A ANCHORS STANDARD JAMB - - � z iv - - - - SEALANT, ALL AROUND z Z L - - -i BOTH SIDES w p 1- HOLLOW METAL FRAME, zGROUT JAMBS SOLID 3/4 " 5 3/4 " DOOR AS < 00 - - - SCHEDULED 2 o DOOR JAMB NTS CHZM HILL CLEAN WATER SERVICES ( 8102 DURHAM AWWTF PHASE 5D2 CH2MHILL 8103.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 • SEE WALL TYPE B2 @ VESTIBULE, & B3 @ ELECT RM IN COG BLDG, ON DWG 001-G-013 • • 1_L C L ♦ P4 .♦♦♦�♦�♦�♦♦♦♦♦. CMU LINTEL, ,♦�♦�♦�♦�♦�♦�.�.�.�./ SEE STRUCT 1 1 FOR REINF SEALANT ALL z -I AROUND BOTH Z = RAIN DRIP SIDES w 0 WHERE HOLLOW O = SCHEDULED METAL FRAME O O O EQ 53/4 " EQ DOOR AS SCHEDULED u § DOOR HEAD NTS ®CH2M HILL CLEAN WATER SERVICES ( 8103 3 DURHAM AVWV F PHASE 5D2 CH2MHILL 8104.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 L I. I SEE WALL TYPE B2 @ VESTIBULE, & B3 @ ELECT RM IN COG BLDG, ON DWG 001-G-013 I MFR'S STD JAMB ANCHORS I FL: ' . . . �� I w ��� ���v��� � I 1 CMU WALL, SEE o Z N L STRUCTURAL FOR I Z - REINFORCEMENT w 0 = SEALANT, ALL AROUND I >- 0 BOTH SIDES z 0 0 HOLLOW METAL FRAME, I < 00 GROUT JAMBS SOLID DOOR AS 3/4 " 5 3/4 " SCHEDULED I L DOOR JAMB I NTS ©CH2M HILL I CLEAN WATER SERVICES 8104 DURHAM AWWTF I PHASE 5D2 CH2MHILL 8105.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 SEE WALL TYPE B5, DWG 001-G-013 -\ SINGLE COURSE OF FULLY GROUTED CMU ALL AROUND Fl 4 I • ' ELECTRICAL OPNG, TYP . �► • ►♦ � �.. .. ROOM a ' . $•� �• IL •.♦�♦�♦�.�♦• CMU LINTEL,• iiiiiiiiA1 WAI � � � � � ∎ A SEE STRUCT - - • FOR REINF N SEALANT ALL C� - - AROUND BOTH Z = SIDES a. HOLLOW 0 w ENGINE METAL FRAME = ROOM z 0 DOOR AS O0 p EQL 5 3/4 " EQL SCHEDULED - —I 2 DOOR HEAD NTS ®CH2M HILL CLEAN WATER SERVICES ( 8105 DURHAM AVVWTF PHASE 5D2 CH2MHILL 8106.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 I.. SEE WALL TYPE B5 I ON DWG 001-G-013 SINGLE WYTHE I OF FULLY GROUTED CMU •ALL AROUND r • . �.` ►/ ��' EL ROOM ECTRICAL OPNG, TYP . .,.� E - -I . U •I I♦ � I � . CMU WALL, I, Q ,♦• ' . I I • I SEE STRUCT a ►. .'.� I 6 , DWGS FOR REINF _ ����•� ��l• I� . MFR'S STD JAMB '- - �•► ■���� ■ � Alb. � � � � ANCHORS f--- - - — -1 O - I. - - - - - I SEALANT ALL z _ _ L - - _ - J AROUND w �I BOTH SIDES O o DOOR AS >' - SCHEDULED HOLLOW METAL z - - FRAME, GROUT JAMBS SOLID < p ENGINE 2 a ROOM EQL 5 3/4 " EQL I L. I L DOOR JAMB I NTS ®CH2M HILL I CLEAN WATER SERVICES ( 8106 DURHAM AVWVTF I PHASE 5D2 CH2MHILL 8107.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 SEE WALL TYPE B4 ON DWG 001-G-013 SINGLE COURSE OF FULLY GROUTED CMU ALL AROUND OPNG, TYP CMU LINTEL, SEE FORRENFT ►♦. ••,• • .1 4 Q ■ 1 I 4 � • . ' . I . ∎�A�������I∎AL AL � \�\���IIMAI II l N SEALANT ALL • o AROUND BOTH Z SIDES z aw. 0 RAIN DRIP HOLLOW LT WHERE O I SCHEDULED — METAL FRAME > DOOR AS O 0 w EQL 5 3/4 EQL 01 1 l I EXTERIOR ENGINE ROOM DOOR HEAD NTS ©CH2M HILL CLEAN WATER SERVICES ( 8107 DURHAM AWWTF PHASE 5D2 CH2MHILL 8108.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 L. SEE WALL TYPE B4 ON DWG 001-G-013 I SINGLE WYTHE OF FULLY-GROUTED CMU ALL AROUND OPNG, TYP MFR'S STD • 1 1" JAMB 1� . r__., � .• ANCHORS •� - .• 1 CMU WALL, • • /,♦. .• SEE STRUCT • � �• 1 = FOR REINF ����M�M����,♦♦♦.♦♦. �� ��0 ■•■�������►��������� _ 1-- --� z N I _ • - I SEALANT ALL AROUND w L- • - - - _ BOTH SIDES O H DOOR AS HOLLOW METAL FRAME, >- o SCHEDULED GROUT JAMBS SOLID cc 0 cn 0 2 o EQ 5 3/4 " EQ I T EXTERIOR ENGINE ROOM I_ I. DOOR JAMB I NTS ®CH2M HILL CLEAN WATER SERVICES ( 8108 DURHAM AVWVTF I PHASE 5D2 CH2MHILL 8109.dgn 2013\04123 CH2MHILL PROJECT NO 422389 SEE WALL TYPE C1 ON DWG 001-G-013 METAL WALL PANEL Ii I ti GYPSUM I I SHEATHING I Li I AIR BARRIER MTL DRIP I I 1 BY MTL WALL I PANEL MFR ILL I I G O SEALANT, 2 ALL AROUND z Lu BOTH SIDES O N HOLLOW O METAL FRAME 0 DOOR AS 5 3/4 " SCHEDULED HEAD (JAMB SIMILAR) DOOR HEAD NTS CH2M HILL CLEAN WATER SERVICES ( 8109 DURHAM AWWTF PHASE 5D2 CH2MHILL 8117.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 SEE WALL TYPE B6 ON DWG 001-G-013 CMU LINTEL, SEE STRUCTURAL FOR • . I w REINFORCEMENT • • cn a- Z a - - CERAMIC TILE O w AS SCHEDULED > z SEALANT, ALL p AROUND BOTH SIDES Q 0 3/4 " 5 3/4 " DOOR AS SCHEDULED HOLLOW METAL FRAME DOOR HEAD NTS I CLEAN WATER SERVICES ( 8117 DURHAM AWWTF PHASE 5D2 CH2MHILL 8118.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 SEE WALL TYPE B6 ON DWG 001-G-013 MANUFACTURER'S STANDARD U ANCHORS JAMB ' I I w 2 STIUCTURA F OR • - - I - - - I- - - ,• 1 REINFORCEMENT ♦∎ - •• ' I ��o�o�o�►mo ∎ A V Z (V I I-■ Z w - - L J \- CERAMIC TILE a O w AS SCHEDULED } N z SEALANT, ALL o AROUND BOTH SIDES Q O 3/4 5 3/4 2 HOLLOW METAL FRAME DOOR AS SCHEDULED DOOR JAMB NTS CLEAN WATER SERVICES ( 8118 DURHAM AWWTF PHASE 5D2 CH2MHILL 8201.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 I WALL TYPE B5 I DWG 001-G-013 ■ 4 ♦* NI •►, ; Atli- SEALANT 1 ►♦ I. 4 LA■• I ∎ k .4 I i► 1 � j ♦ Ir 3/16" BENT PL � I HEADER (NOT BY DOOR MFR) I►' ,/ II „�%,�4�,�,� � ♦ ♦ II 1 I ,` CMU LINTEL, SEE 1 i ,/ii j STRUCTURAL FOR I ♦ ♦ 0 REINFORCEMENT i lo I % I 1 1 1& Al I 4 J L-4 I I- DOOR AS r- . . . . C=7 SCHEDULED L. I = NOISE BARRIER BATTS, dbA 0 AS SPECIFIED I O o 1 MFR'S STD 2- I POINT BOLT LATCH NOTES: I 1. ALL DOOR AND FRAME COMPONENTS, HARDWARE, THRESHOLD AND SOUND SEALS ARE THE DOOR MANUFACTURER'S STANDARD DOOR HEAD ITEMS AND SHALL BE PROVIDED BY THE DOOR MFR AS SPECIFIED. I 2. ARMORED CORNERS AND ARMORED CORNER ANCHORAGE SHALL NTS BE SIZED, PROVIDED AND INSTALLED BY CONTRACTOR. 5 CH2M HILL I CLEAN WATER SERVICES ( 8201 DURHAM AVVVVTF I PHASE 5D2 CH2MHILL 8202.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 WALL TYPE B5 DWG 001-G-013 ■• 1 r lip SEALANT I. I ►.,� - • 3/16" BENT PL ♦�i�♦�►��♦�♦�♦♦� JAMB (NOT BY i , I ,1 —. • DOOR MFR) j ♦ . . .f j Apt i 'V/ All. 1 IV " '' 1 '7-51----4 HINGE /j/, NMI `El I NOTE 2 EXTERIOR \ _ DOOR AS INTERIOR SCHEDULED p O ❑ NOISE BARRIER BATTS, dbA �---.,,ii AS SPECIFIED NOTES: 1. ALL DOOR AND FRAME COMPONENTS, HARDWARE, THRESHOLD AND SOUND SEALS ARE THE DOOR MANUFACTURER'S STANDARD DOOR JAMB ITEMS AND SHALL BE PROVIDED BY THE DOOR MFR AS SPECIFIED. NTS 2. ARMORED CORNERS AND ARMORED CORNER ANCHORAGE SHALL BE SIZED, PROVIDED AND INSTALLED BY CONTRACTOR. C CH2M tilt t CLEAN WATER SERVICES 8202 DURHAM AVVV TF PHASE 5D2 CH2MHILL 8701.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 DOOR AS SCHEDULED THRESHOLD AS SCHEDULED, SET ~ IN SEALANT I �? DOOR SHOE AS SCHEDULED FLOOR FINISH AS SCHEDULED O PAVING, 0 SEE CIVIL FLOOR LINE — — — — - DOOR SILL I NTS CH2M HILL CLEAN WATER SERVICES ( 8701 DURHAM AVWVT I PHASE 5D2 CH2MHILL 8702.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 THRESHOLD AS DOOR AS SCHEDULED, SET = SCHEDULED IN SEALANT w DOOR SHOE AS FLOOR FINISH = SCHEDULED AS SCHEDULED O O � FLOOR LINE - - - - DOOR SILL NTS G CH2M HILL CLEAN WATER SERVICES ( 8702 DURHAM AWWTF PHASE 5D2 CH2MHILL 8703.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 I I I I I I WZ I O ~ Z J 5 O U) o DOOR AS SCHEDULED I s z z FLOORING AS c c z I- U SCHEDULED 0 D Ocn I O O FLOOR LINE I I I 1 I I DOOR SILL I NTS I CLEAN WATER SERVICES ( 8703 DURHAM AWNVF I PHASE 5D2 CH2MHILL 8704.dgn 2013104\23 CH2MHILL PROJECT NO 422389 MFR'S STD 2 POINT BOLT LATCH H EXTERIOR INTERIOR 2 NOISE = BARRIER BATTS 0 DOOR AS 7 MFR'S STD THRESH ❑ SCHEDULED & WEATHER / NOISE SEALS o A .4 1 �� Q Q 4 r,.:1 PIN SLOT, ° COORDINATE W/ STRUCT DWGS NOTES: 1. ALL DOOR AND FRAME COMPONENTS, HARDWARE, THRESHOLD AND SOUND SEALS ARE THE DOOR MANUFACTURER'S STANDARD ITEMS AND SHALL BE PROVIDED BY THE DOOR MFR AS SPECIFIED. DOOR SILL NTS ©CI-12M HIL I. CLEAN WATER SERVICES ( 8704 DURHAM AVVVVTF PHASE 5D2 CH2MHILL 8715.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 SEE WALL TYPE C1 _ ON DWG 001-G-013 1 1 /1 — I I- 0 E DOOR AS THRESHOLD = SCHEDULED AS SCHEDULED, 0 SET IN SEALANT I 0 DOOR SHOE AS DOOR FRAME SCHEDULED BEYOND 1/4" SST PL da1111 lath ■ ° 'z ° 0 1 SEALANT 0 N — ° 0 4 • 0 A TERMINATION A BAR z o I EPDM MEMBRANE d FLASHING EPDM MEMBRANE ° I ROOFING A d .1]-- 1 o '— . 4 T ° ° . . RIGID ROOF __Ail/ o INSULATION T.O. SEE ROOF DECK STRUCTURAL I DOOR SILL I NTS ©C H2 M Hn L CLEAN WATER SERVICES ( 8715 DURHAM AWWTF I PHASE 5D2 CH2MHILL 8901.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 SEE WALL TYPE C1 METAL WALL r ON DWG 001-G-013 1 PANEL I ' I At (- GYPSUM I I SHEATHING IiAIR BARRIER I 1 MTL DRIP BY MTL WALL PANEL MFR -N I,■ I _ Z _/ •Ildrill 2 SEALANT, TYP w p N LOUVER MFR'S CC c STANDARD CLIP w > D SCREEN AS SPECIFIED 0 1 MLOUVER AS SCHEDULED HEAD (JAMB SIMILAR) z z a = O 0 • w din J W = D 0 J SEE STRUCTURAL LOUVER HEAD AND SILL SILL NTS ©CH2M HILL CLEAN WATER SERVICES ( 8901 DURHAM AWWTF PHASE 5D2 CH2MHILL 8902.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 ' I Z SEALANT CMU WALL I w TYPICAL LOUVER p N MANUFACTURER'S I Ce U) STANDARD CLIP w > SCREEN AS SPECIFIED I O Ali J LOUVER AS SCHEDULED 3/4 " I 4" 1 (JAMB SIMILAR) I HEAD 0 Z I - r O 2 V i rx w FLASHING > i BY LOUVER MANUFACTURER, O SET IN SEALANT I G - - " _ I SILL LOUVER HEAD AND SILL I NTS ©CH2M HILL I CLEAN WATER SERVICES ( 8902 DURHAM AVWVT I PHASE 5D2 CH2MHILL 10401.dgn 2013104\26 CH2MHILL PROJECT NO. 422389 SIZE AS SCHEDULED 0 w 0 DANGER„, RED w co � WHITE FOR MESSAGE HERE , BLACK co ror_ SEE SIGN SCHEDULE IN SPECIFICATIONS DANGER SIGN NTS - - — CLEAN WATER SERVICES C 10401 DURHAM AWWTF PHASE 5D2 CH2MHILL 10402.dgn 2013104\26 CH2MHILL PROJECT NO. 422389 SIZE AS SCHEDULED hi gl 0 % o CAUTION J W 2 U f' s- YELLOW cn cn FOR MESSAGE HERE , cn SEE SIGN SCHEDUL BLACK IN SPECIFICATIONS I CAUTION SIGN NTS CLEAN WATER SERVICES ( 10402 DURHAM AWWTF PHASE 5D2 CH2MHILL 13217.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 �., 0) V <TYP PACKING GLAND 3/16 ASSEMBLY �a LEVEL THIS PAD 1 ACCORDING TO 1 1 1/4" SST MANUFACTURER'S pi 1 THREADOLET INSTRUCTIONS .___ 1 0 , . ra LOCKING COLLAR \IF / NEMA 7 E TERMINAL ■ ENCLOSURE .. \-----a 1-1/4" SST FULL BORE BALL VALVE DIGFSTFR GAS SFRVICF INSERTION LENGTH AS REQUIRED ‘ FLOW DIRECTION ARROW, t INSTALL PER ,'1 MANUFACTURER'S 1 INSTRUCTIONS C ' • ' ' ' r c NEMA 4X .--o c, ><� TERMINAL _ �--- COMPRESSION a ENCLOSURE FITTING / ,/ 3/4" THREADOLET / FE- SAME MATERIAL ,/ AS PROCESS PIPE ��� PROCESS PIPE, SIZE CONDUIT, VARIES, SEE SPECS TYP PROCFSS AIR SFRVICF THERMAL MASS FLOW ELEMENT INSTALLATION NTS CLEAN WATER SERVICES ( 13217 DURHAM AWWTF PHASE 5D2 CH2MH _L 13258.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 ',; ti*,_ RADAR LEVEL TRANSMITTER * AW 316 SST 111111 8" FLANGED BOLTS & NUTS I'��I SLIDING WAVEGUIDE * �w� NEOPRENE 8" 150 LB. SST GASKET FLANGE, TYP. Noe — min RADAR ANTENNA im■•■••■■■ EXTENSION 8" SST SCHED. 40S 12" PIPE. TYP. _ 8" V150 GATE VALVE I I I k CONCRETE DECK - c7-12" I i I Z 0...0° :0; -- � ao � o � ao 0 0 � o o ao o . o p a p.0 O O 0 O.0 .o O a p 0 0 FOR OPENING IN _---------- 6" HORN * ° DECK, SEE 0.0 15581 ) AND ( 15582 ) ° Ooa 2'-O" MIN . •• •NOTES: 0 o 1. COMPONENTS DESIGNATED BY * ARE SUPPLIED P ° BY INSTRUMENT MANUFACTURER. -a 0 0 2. COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO 0 • CONCRETE PLACEMENT. DIGESTER RADAR LEVEL TRANSMITTER NTS CLEAN WATER SERVICES C 13258 DURHAM AWWTF PHASE 5D2 CH2MHILL 13302.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 PRESSURE GAUGE/ PRESSURE SWITCH (PS) TRANSMITTER 1/2" SST TUBING NOTE 1 I►.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 AVVVVfF PHASE 5D2 CH2MHILL 13305A.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 3/4" SST PIPE 3/4" V306 5. 3/4" TAP, DOUBLE STRAP SADDLE Mill alb N 1 1 CEMENT LINE STEEL PIPE, CAST IRON PIPE AND DUCTILE IRON PIPE I 3/4" V330 FOR PVC PIPE 3/4" SCHED 80 CPVC 3/4" V335 FOR CPVC PIPE PIPE ON CPVC, _ I 3/4" SCHED 80 PVC �� SOLVENT WELD PIPE ON PVC REDUCING TEE W/ minima SOLVENT WELD BY I Immo FEMALE NPT BUSHING I I 1 PVC AND CPVC PIPE PRESSURE CONNECTION INSTALLATION I NTS I CLEAN WATER SERVICES C 13305A DURHAM AWWTF I PHASE 5D2 CH2MHILL 13305B.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 3/4" V300 FOR STEEL PIPE 3/4" SST PIPE 3/4" V306 FOR SST PIPE SCREWED TEE WITH •■• BUSHING SAME MATERIAL AS PIPE I 1 I STEEL & SST PIPE 3 1/2" & SMALLER 3/4" V300 FOR STEEL PIPE 3/4" SST PIPE 3/4" V306 FOR SST PIPE 3/4" THREADOLET SAME MATERIAL AS PIPE NMI 3/16 Pr STEEL & SST PIPE 4" & LARGER PRESSURE CONNECTION INSTALLATION NTS CLEAN WATER SERVICES ( 13305B DURHAM AWWTF PHASE 5D2 CH2MHILL 13361A.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 2-1/2" 150 LB ANSI STEEL FRP FLANGE TANK 0 1" HALF COUPLING a SAME MATERIAL AS 0 TANK • KYNAR LINED '-� . FLANGE W/ 1 MO.� MI INTEGRAL I dr THERMOWELL 3/16 Pr FRP TANK STEEL TANK FRP TANK I PVC BLIND FLANGE, DRILL & I TAP FOR 1" NPT THERMOWELL, TYP 11 01111111111dill i_ lig THERMOWELL WITH 111r11■ 1" MALE NPT, TYP FRP TEE, TYP I .. FRP PIPE 2-1/2" MIN SOLVENT WELD TEE SOLVENT WELD BY 1" FEMALE NPT BUSHING = ' 4l = I PROVIDE REDUCERS FOR 1" MALE NPT LINES SMALLER THAN 2-1/2" � TITANIUM THERMOWELL �• I PVC & CPVC PIPE THERMOWELL INSTALLATION I NTS CLEAN WATER SERVICES ( 13361A DURHAM AWWTF I PHASE 5D2 CH2MHILL 13361B.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 THERMOWELL 1" TAP DOUBLE W/ 1" MALE NPT, MMU STRAP SADDLE �i� _ —TYP 11 l=M Ti ,1 ' w� II'I 1 1+ ___. in BLIND FLANGE, DRILL & TAP FOR 1" NPT 11111111101 .1 THERMOWELL ....,_ I 1 C CEMENT LINED STEEL, CAST IRON AND DUCTILE IRON PIPE 1" THREADED 1" THREADOLET LATROLET SAME MATERIAL AS PIPE, TYP NNE 03/16 V &% x3/16 V 1.111111 / 2-1/2" NPT 1" THREADED TEE, MIN 2-1/2"x1" NPT ELBOLET BUSHING 1°. A- Id THERMOWELL _01 r W/ 1" MALE f- 3/16 ' I/ i lira NPT, TYP PROVIDE N REDUCERS -I t FOR LINES SMALLER THAN 2-1/2" STEEL AND STAINLESS STEEL PIPE THERMOWELL INSTALLATION NTS CLEAN WATER SERVICES ( 13361B DURHAM AWWTF PHASE 5D2 CH2MHILL 13388.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 316 SST UNI STRUT I STUD NUT CONCRETE WALL OR STEEL PLATE. 0. Q.-. ID . .0. PROVIDE 1/4., „`AL MOUNTING : PLATE, ROUND EDGES, SIZED ! I TO EXTEND A MINIMUM OF 1” BEYOND ALL SIDES OF THE INSTRUMENT ° SECURE TO WALL WITH (4) 1/2" o 0. CONCRETE ANCHORS OR BLIND ANCHORS I FOR STEEL PLATE. . o o 0. I o. . 0. 0' . FLOOR SLAB 0 .0. . 0.. ...o 0 0 p: .o'. .o o 0 0. NOTES: 1. ALL INSTRUMENTS AND PANELS LOCATED OUTDOORS SHALL HAVE A SUN SHIELD. I 2. REFER TO AREA CLASSIFICATION TABLES FOR ANCHOR MATERIAL REQUIREMENTS. WALL MOUNTED PANEL OR INSTRUMENT INSTALLATION I NTS I CLEAN WATER SERVICES C 13388 DURHAM AWWTF I PHASE 5D2 CH2MHILL 15100-3.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 PLUGGED TEE OPEN TEE COOLING COIL REFER TO PIPING SCHEDULE OR SPECIFICATIONS FOR PIPE MATERIAL FROM DRAIN 1-1/2" MIN PIPE SIZE EQUAL TO PAN — — — FULL SIZE OF UNIT 14 0 2„ o CONNECTION. _ ROUTE TO GROUND. I Dims= =swim IIt EQUIPMENT PAD `1ilI t HEIGHT EQUAL TO AIR HANDLER FAN STATIC PRESSURE, 3 1/2 "(MIN) NOTE: 1. EXTERNALLY INSULATE ALL CONDENSATE LINES. (SEE PIPING SCHEDULE OR SPECIFICATIONS FOR INSULATION TYPE) CONDENSATE DRAIN NTS CLEAN WATER SERVICES ( 15100-3 ) DURHAM AVVVVfF PHASE 5D2 CH2MHILL 15100-4.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 FLOW MEASURING AND BALANCE FITTING CONTROL HWR VALVE - MANUAL AIR VENT ', - HWS PRESSURE AND BALL VALVE, TEMPERATURE TEST PLUG TYP ‘4' ► ► 1 4r O PFD STRAINER WITH BALL VALVE AND PLUG, SEE NOTE 2 UNION, TYP NOTES: 1. DETAIL GIVES REQUIRED SEQUENCE OF EQUIPMENT AND VALVES. PIPING ARRANGEMENT MAY VARY TO SUIT FIELD REQUIREMENTS. 2. LOCATE STRAINER BELOW COIL ELEVATION OR PROVIDE ADDITIONAL DRAIN AT INLET TO COIL. 3. REFER TO AREA CLASSIFICATION TABLE FOR MATERIAL SELECTION REQUIREMENTS. HORIZONTAL UNIT HEATER CONNECTION NTS ©CH2M HILL. CLEAN WATER SERVICES ( 15100-4 DURHAM AWWTF PHASE 5D2 CH2MHILL 15100-5.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 MANUFACTURER'S MOUNTING BRACKETS, TYP WALL CEILING OR ROOF I ....__ MANUFACTURER'S MOUNTING BRACKETS, TYP UNIT HEATER 0 D Z _ Q UNIT HEATER w Z Q W Z O D O < Z 2i 0 1 NOTES: 1. USE THREADED HANGER RODS ONLY WHERE MANUFACTURER'S MOUNTING BRACKETS ARE NOT PRACTICAL. 2. CONNECTIONS TO PRECAST WALL PANELS ARE TO BE AVOIDED. WHERE REQUIRED COORDINATE REQUIREMENTS WITH ENGINEER. 3. REFER TO AREA CLASSIFICATION TABLE FOR MATERIAL SELECTION REQUIREMENTS. UNIT HEATER MOUNTING NTS ©CH2M HILL CLEAN WATER SERVICES ( 15100-5 DURHAM AWWTF PHASE 5D2 CH2MHILL 15100-6.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 FLOW MEASURING AND BALANCE FITTING CONTROL HWR VALVE - MANUAL � 4I AIR VENT I° 0 4 HWS PRESSURE AND TEMPERATURE V300 BALL VALVE, TEST PLUG TYP x - I c3 STRAINER WITH BALL VALVE AND PLUG, SEE NOTE 3 \— UNION, TYP NOTES: 1. DETAIL GIVES REQUIRED SEQUENCE OF EQUIPMENT AND VALVES. PIPING ARRANGEMENT MAY VARY TO SUIT FIELD REQUIREMENTS. 2. PIPE COIL FOR WATER COUNTER FLOW WITH AIR. 3. LOCATE STRAINER BELOW COIL ELEVATION OR PROVIDE ADDITIONAL DRAIN AT INLET TO COIL. 4. REFER TO AREA CLASSIFICATION TABLE FOR MATERIAL SELECTION REQUIREMENTS. HEATING COIL CONNECTION NTS CH2M HILL CLEAN WATER SERVICES C 15100-6 DURHAM AWWTF PHASE 5D2 CH2MHILL 15105.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 3/4" LINE, MATCH MAIN PROCESS PIPE SERVICE laD 1111% THREADED 90-DEGREE f TERMINATION FITTING 3/4" V300 °o II 0 0 • 2" FROM PIPE OR INSULATION EXTERIOR O si MAIN PROCESS PIPE HIGH-POINT VENT 0 3/4" LINE, MATCH MAIN a MAIN PROCESS PIPE SERVICE o PROCESS PIPE 2" LONG SPOOL, w 3/4" V300 TERMINATE • WITH MALE NPT r e LOW-POINT DRAIN HIGH-POINT VENT / LOW-POINT DRAIN NTS ©CH2M HILL CLEAN WATER SERVICES ( 15105 DURHAM AWVVfF PHASE 5D2 CH2MH LL 15164A.dgn 2013104\04 CH2MHILL PROJECT NO. 422389 SUPPLY LINE PIPE SUPPORT, SEE C 15514 V303 %1I - Iu' •••' ••••%•• FEMALE NATIONAL ° ' o•• :off• STANDARD THREADED ° HOSE ADAPTER • o THREADED NIPPLE FLOOR I o.• • o• •0. . p.• o. o • •.'c. o. p 1 NOTES: I 1. ROTATE BALL VALVE 30° OFF OF WALL. 2. VALVE TO MATCH LINE SIZE SHOWN ON DRAWINGS. I INTERIOR HOSE VALVE I NTS I CLEAN WATER SERVICES ( 15164A DURHAM AWWTF I PHASE 5D2 CH2MHILL 15182.dgn 2013104\29 CH2MHILL PROJECT NO. 422389 „oz— 1 1/2" HOSE ADAPTER 1 1/2" V300 1 1/2" GALV �, BLIND FLANGE NIPPLE DRILLED & TAPPED FOR 1 1/2" NIPPLE II TEE, WYE OR CROSS AS SHOWN ON PLANS TYPE 2 FLUSHING CONNECTION NTS ©CH2M HILL CLEAN WATER SERVICES ( 15182 DURHAM AVVVVTF PHASE 5D2 CH2MHILL 15186.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 I I 1/2" ROTAMETER 1/2" V940 TYPE V710 PRESSURE REGULATOR. SET OUTLET 1/2" V208 PRESSURE AS RECOMMENDED BY PUMP MANUFACTURER I~_ © I SEAL ASSEMBLY V: WATER SUPPLY I 1/2" V300 MECHANICAL SEAL STRAINER ``n`` UNIONS, TYPICAL I ' 1 g, `�� Kt. 2" SCHEDULE 40 GALVANIZED I k__" STEEL PIPE OR COPPER TUBE AS SHOWN, TYPICAL PUMP SHAFT I • 1 I PIPED TO DRAIN I WATER FLUSHED PUMP SEAL I NTS I CLEAN WATER SERVICES ( 15186 DURHAM AVWVfF PHASE 5D2 CH2MHILL 15191.dgn 2013\01\17 CH2MHILL PROJECT NO. 374210 MAIN LINE PIPE (111111k k 2" DOUBLE STRAP / MI SERVICE SADDLE DRILL PIPE AS REQD 2"x6" GALVS NIPPLE 2" ECCENTRIC PLUG ! VALVE HANDLE HORIZ WHEN CLOSED; VERTICAL UP WHEN OPEN 2" MALE QUICK CONNECT MNIMIND HOSE COUPLING W/CAP, 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. LINE DRAIN VALVE INSTALLATION NTS CG CH2M HILL CLEAN WATER SERVICES ( 15191 DURHAM AWWTF PHASE 5D2 CH2MHILL 15192.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 I 1/2" HPA TEE FACING UP HPA HEADER I I 4_ I 1 I I I 1/2" HPA AIR FILTER 1/2" QUICK DISCONNECT —..... ....,.y COUPLER I 1/2" V300, TYP I A IF I I Z OILER I 6 ! X REGULATOR WITH GAUGE 1/2" DRIP LEG, /".- EXTEND TO 6"AFF J FINISHED FLOOR HPA STATION I NTS 0 CH2M HILL CLEAN WATER SERVICES ( 15192 DURHAM AVVI TF I PHASE 5D2 CH2MHILL 15205-1.dgn 2013\01117 CH2MHILL PROJECT NO. 374210 1" GALV STEEL VENT PIPE UNLESS NOTED OTHERWISE UNION 1" V300 OWN= BALL VALVE GALV STEEL ■ NIPPLE • DOUBLE STRAP SERVICE SADDLE 7-1] FOR CLDI PIPE OR THRED-O-LET WELDED TO I Ih STEEL PIPE NPT x NPT / \ COUPLING / \ CAST BRASS NPSM x NPT, / I MALE x MALE, NIPPLE ADAPTER WITH HEXAGONAL I I WRENCH FEATURE. Oni o ROUTE TO HUB DRAIN OR SCUPPER IF WITHIN 20-FEET, IF FURTHER THAN 20-FEET HORIZONTAL DISTANCE FROM VENT CONNECTION TERMINATE 3'-0" ABOVE FLOOR PIPE HIGH POINT VENT NTS ©CH2M HILL CLEAN WATER SERVICES 15205-1 DURHAM AWWTF PHASE 5D2 CH2MHILL 15408.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 POWER, FROM WATER SUPPLY 120 VOLT o� 1-PHASE o� 1/2" PW ETP-X WALL MOUNTED PIPE SUPPORT 7 — V300 BALL VALVE z_ 1/2" CU TUBING TO FLOOR o DRAINS AND HUB DRAINS in QUANTITY AS REQUIRED FINISH FLOOR ELEVATION ELECTRONIC TRAP PRIMER CLEAN WATER SERVICES C 15408 DURHAM AWWTF PHASE 5D2 CH2MHILL 15410-9.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 HUB DRAIN FOR 2" TRAP USE 2" x 3" REDUCER FOR 3" TRAP USE 3" x 4" REDUCER FOR 4" TRAP USE 4" x 6" REDUCER 2" FINISHED FLOOR /1/) TRAP PRIMER CONNECTION ` COUPLING PIPE SIZE AS SHOWN ON THE DRAWINGS HUB DRAIN NTS CLEAN WATER SERVICES C 15410-9 DURHAM AWWTF PHASE 5D2 CH2MHILL 15502.dgn 2013\04\10 CH2MHILL PROJECT NO. 422389 4" THRU24" PIPE I O Of III o PRE-ENGINEERED O \\ I a O FLANGE SUPPORT ��•� �w� O O PRE-ENGINEERED PIPE ADJUSTER I PRE-ENGINEERED BASE STAND MINIMUM 1 1/2" NON-SHRINK GROUT :o. • .ao. o� :o. • .QO - . • .ao. o. o.o a:�.•. �:o .o.o.-0 •o.o .o.o.. ,.•. CONCRETE ANCHORS, SIZE AND NUMBER AS REQUIRED NOTE: SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND I ANCHORAGE AS SPECIFIED. PIPE SUPPORT FLANGE SUPPORT PEDESTAL TYPE - ADJUSTABLE I NTS CLEAN WATER SERVICES ( 15502 DURHAM AVVVVTF I PHASE 5D2 CH2MHILL 15503.dgn 2013\04\04 CH2MHILL PROJECT NO. 422389 CONCRETE ANCHORS SPACER BLOCK AS o..00..o; REQUIRED • .e c.n• a• —E— I . ° PIPE SIZE 4" MAX °•° ��j I 1/ PIPE CLIP o •o . oa go, o • g ..0• ' D .a' a OD NOTES: 1. FOR VERTICAL PIPES ONLY. 2. PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED. FABRICATE OVERSIZE STRAP WHERE REQUIRED. 3. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 4. SEE ALSO SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT - WALL MOUNT NTS CLEAN WATER SERVICES 15503 DURHAM AWWTF PHASE 5D2 CH2MHILL 15505.dgn 2013104\04 CH2MHILL PROJECT NO. 422389 .10 MACHINE BOLT, TYP min TOLCO FIG 7 3/4" THRU OFFSET PIPE CLAMP 8" PIPE PROVIDE PIPE I PLAN OR PROTECTION BARRIER VERTICAL PIPE AS SPECIFIED. FABRICATE ELEVATION OVERSIZE CLAMP WHERE REQUIRED. I I CONCRETE ,;;, FLOOR OR WALL Q a r ■ I oao • i . 'a.O 1/2" DIA. CONCRETE � d. EXPANSION ANCHORS SECTION NOTES: I 1. FABRICATE FROM TYPE 316 STAINLESS STEEL UNLESS INDICATED OTHERWISE. 2. SEE ALSO SPECIFICATION SECTION 15062, PIPING SUPPORT SYSTEMS. I PIPE SUPPORT - WALL MOUNTED I NTS I CLEAN WATER SERVICES ( 15505 DURHAM AWWTF PHASE 5D2 CHZMH LL 15506.dgn 2013104\04 CH2MHILL PROJECT NO. 422389 AS REQ'D 18 GA SST SHEET SLEEVE STRAPPED AROUND PIPE W/SST 3/8" SST HOSE CLAMPS, ANCHORS, TYP - PLASTIC PIPE : N_ 6 OR 8" o:o 0 N W/LOCK � SST HEX NUT 0°! - � 1 1 WASHER _ aw j 111 .o o' poi j - a r CONC i • O WALL ( `V SST BAR 3x3/8 6" N MIN SST 1/4" U-BOLT PLAN SECTION NOTES: 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 2. SEE ALSO SPECIFICATION SECTION, PIPING SUPPORT SYSTEMS. PIPE SUPPORT - WALL MOUNTED NTS CLEAN WATER SERVICES ( 15506 DURHAM AWWTF PHASE 5D2 CH2MH LL 15508.dgn 2013104\04 CH2MHILL PROJECT NO. 422389 3/4" SST CONCRETE EXPANSION ANCHOR AT TOP, TYP PIPE SIZE I 4" THRU 14" SST PIPE ATTACHMENT '°••- c110 AS REQUIRED I hh■zaddll a'p ° °e b. SST WALL BRACKET 3/4" SST CONCRETE o EXPANSION ANCHOR, TYP AT BOTTOM • .o. • WALL OR COLUMN .o. o _ _� 0 FIXED I NOTES: 1. WALL BRACKET SHALL BE HEAVY DUTY TOLCO FIG 30H. 2. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 3. SEE ALSO SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT - WALL MOUNTED - MEDIUM I NTS CLEAN WATER SERVICES C 15508 DURHAM AWWTF I PHASE 5D2 CH2MHILL 15514.dgn 2013104\04 CH2MHILL PROJECT NO. 422389 FACILITY WALL ' I 2" UNISTRUT PIPE SIZE < 4" PIPE CLAMP TOLCO FIGURE 4 PLAN NOTES: 1 . FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 2. SEE ALSO SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. PIPE SUPPORT NTS CLEAN WATER SERVICES 15514 DURHAM AWWTF PHASE 5D2 CH2MHILL CH2MHILL PROJECT NO. 422389 , CHN SUPPORT PIPE A SYSNEL TEM, O o SINGLE OR DOUBLE 0;•0 . CHANNEL AS REQD ° FOR CLEARANCE .0* r'4 % :? r -- PIPE STRAPS, TYP FOR PIPING Oo' 5 0 PIPE CLAMPS WITH b CUSHION, TYP FOR TUBING .o o• O o. O °o• • Op RI • O e f — 1 0. •°0 • ° ° CONCRETE ANCHORS, SIZE AND SPACING FOR LOADING REQUIREMENTS, TWO MINIMUM NOTES: 1. USE FOR VERTICAL OR HORIZONTAL SUPPORT, SINGLE OR MULTIPLE PIPES. 2. FOLLOW SUPPORT SYSTEM AND MANUFACTURER'S ANCHOR LOADING RECOMMENDATIONS. 3. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 4. SEE ALSO SPECIFICATION SECTION 15060, PIPING SUPPORT SYSTEMS. STACKED PIPE WALL SYSTEM NTS CLEAN WATER SERVICES ( 15521 DURHAM AVWVTF PHASE 5D2 CHZMHILL 15524.dgn 2013104\10 CH2MHILL PROJECT NO. 422389 CHANNEL, ANGLE OR PRE-ENGINEERED PIPE SUPPORT PRE-ENGINEERED PIPE CLAMP ALL \ / 1 EXTERIOR > t► WALLS / iA z CONCRETE ANCHORS I 2 MIN, NUMBER AND (S)i SIZE A REQUIRED S IRED QU BY CALCULATIONS CO 1 1/2" MIN NON- SHRINK GROUT z CONCRETE SLAB co 2 I I A o L"J O °OOQ•oo NOTES: 1. MAXIMUM PIPE SIZE: 4" DIAMETER. 2. MATERIAL TYPE SHALL BE AS SHOWN ON DRAWINGS OR AS SPECIFIED. 3. PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED. FLOOR PIPE SUPPORT NTS CLEAN WATER SERVICES ( 15524 DURHAM AWWTF PHASE 5D2 CH2MHILL 15531.dgn 2013104\22 CH2MHILL PROJECT NO. 422389 COOPER B-LINE COOPER B-LINE NNECTOR /' I 1 1/4" BRACING PIPE FIGURE 910 C SWIVEL DIA CO HANGER ROD " O ANCHORW/ 1/2 , EMBED 3 " MIN COOPER B-LINE FIGURE 980 SWIVEL SWAY BRACE ATTACHMENT COOPER B-LINE o/ I FIGURE 4B PIPE CLAMP I I I NOTE: PROVIDE BRACING AT 40'-0" MAXIMUM FULL LENGTH OF PIPE RUN. MINIMUM ONE PER I PIPE RUN. PIPE BRACING - LONGITUDINAL I NTS CH2M HiLI CLEAN WATER SERVICES ( 15531 DURHAM AWVVTF PHASE 5D2 CH2MHILL 15532.dgn 2013104\22 CH2MHILL PROJECT NO. 422389 71 e/ COOPER B-LINE FIGURE 910 SWIVEL CONNECTOR W/ 1/2" DIA CONC 1 ANCHOR, EMBED 3" MIN PER B-LINE " BRACING PIPE 6" OR 8" PIPING s * COOPER B-LINE FIGURE 1000 FAST CLAMP NOTE: PROVIDE LATERAL BRACING AT 20'-0" MAXIMUM FULL LENGTH OF PIPE RUN. MINIMUM TWO PER PIPE RUN. PIPE BRACING - LATERAL NTS ©CH2M HILL CLEAN WATER SERVICES ( 15532 DURHAM AVVVVT F PHASE 5D2 CH2MHILL 15550.dgn 2013104\04 CH2MHILL PROJECT NO. 422389 TOLCO ADJUSTABLE I BEAM ATTACHMENT ANCHOR TO EXISTING °- :O- CONC WITH 2- M10 DIA I -��� "��•'° .0 . • "� SST UNDERCUT ANCHORS I I I " 5/8" ROD I 0 w cc 0 CLEVIS I (i) -1-111161"-Thi, 46 • 4" THRU 10" PIPE '---� NOTES: I 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. PIPE HANGER I NTS I CLEAN WATER SERVICES ( 15550 DURHAM AWVVT I PHASE 5D2 CH2MHILL 15557.dgn 2013\04\22 CH2MHILL PROJECT NO 422389 TOLCO FIG. 337 ANCHORS TO EXST CONC WITH 2 - M10 o. • ao. -o. •• -..=•-_. 2-., SST UNDERCUT <'. :0'0.° 0:•.f' :0 .•.. - f' ANCHORS, EMBED f°,!:0;•. :0 ...•°o:0 rI fl 4 1/4" MIN 1, r, II I, I i Vir/ iN1 1111 0 5/8" DIA ROD Et 5 0 E I CLEVIS PIPE HANGER, I ,1, B-LINE FIG. B3100 IIIMII 1:AL,... PIPE INSULATION AS SPECIFIED 1p 1..' u 1"al■4,Ni _ r., . i__ ■��, „�/ PIPE SIZES 1/2"-10" li—molliu PROTECTIVE INSULATION SHIELD 1-0" NOTES: 1. PIPE HANGERS SHALL BE OVERSIZED AS REQUIRED TO ACCOMMODATE THICKNESS OF INSULATION SPECIFIED. HANGER SHALL NOT COME INTO CONTACT WITH THE INSULATION DIRECTLY, EITHER AT THE VERTICAL YOKE OR AT THE POINT OF SUPPORT. FOR REQUIREMENTS ON INSULATION SHIELD USED WITH PIPE HANGERS, SEE SPECIFICATIONS. PIPE HANGER NTS ©CH2M HILL CLEAN WATER SERVICES ( 15557 DURHAM AVWVTF PHASE 5D2 CH2MHILL 15570.dgn Not Plotted CH2MHILL PROJECT NO. 422389 2- M10 DIA SST MAX. DISTANCE BETWEEN J UNDERECUT RODS = 4'- 0" ANCHORS, TYP 6 . 0 • 0 .41 • 04 • 0 . ■ • O . ADJUSTABLE ATTACHMENT PLATE, TOLCO FIG.337 OR EQUAL 5/8" DIA. HANGER ROD PIPE STRAP, UNISTRUT SERIES P-2558, POWER- I /i I STRUT SERIES PS-3126, I �i OR EQUAL, (TYPICAL) UNISTRUT P-1062 PLATE T&B 7 m •i u iii CHANNEL, UNISTRUT SERIES, 5/8" DOUBLE NUT P-5500, POWER-STRUT SERIES PS-150, OR EQUAL LENGTH TO SUIT. NOTE: 1. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT CLIP WITH LOOSE FIT. WRAP COPPER TUBES WITH 2" WIDE STRIP OF RUBBER FABRIC. 2. CHANNEL, PIPE STRAP, RODS, NUTS, AND WASHERS TO BE MATERIAL AS SPECIFIED IN SECTION 15060, PIPE SUPPORT SYSTEMS. TRAPEZE PIPE HANGER WITH UNISTRUT OR POWER STRUT STEEL CHANNEL NTS CLEAN WATER SERVICES 15570 DURHAM AWWTF PHASE 5D2 CH2NIHILL CH2MHILL PROJECT NO.422385 CAST IRON ELBOW STEEL ELBOW ELBOW DIMENSIONS IN INCHES 'A' DIA 'B' DIA 'C'THICK 'D'SQ. 'E' DIA 4 2 3/8 6 5/8 6 2 1/2 3/8 7 5/8 'A'DIA I 8 4 1/2 9 5/8 CAST IRON 'A DIA ' BASE ELBOW ■ ■■ STEEL ELBOW = 10 4 1/2 9 5/8 12 6 1/2 11 3/4 A 1/4 14 6 1/2 11 3/4 _ / 16 6 1/2 11 3/4 l B'DIA SCH.40 , 'B'DIA SCH.40 STEEL PIPE STEEL PIPE 18 8 1/2 13 1/2 3/4 20 8 1/2 131/2 3/4 STEEL FLANGE �* ■ STEEL PLATE TO MATCH C.I. 1/4 1/4 • 24 8 1/2 13 1/2 3/4 'C'THICK x'D'SQ. BASE ELBOW 1 1/2"NON-SHRINK 1 1/2"NON-SHRINK 30 10 3/4 16 7/8 WITH 4 BOLTS /GROUT ! J I GROUT 'E'DIA i�■. 36 12 3/4 19 7/8 • � 1/� • p ' 42 16 3/4 231/2 1 Q • ° 4' 1'l°. .1'l ° 0 ° • O ill • °id .•o 0 . 0 C•• 4' O ' . O . O . O L'5 ° ° O 48 18 3/4 25 1 1/8 4 BOLTS'E'DIA 4 BOLTS'E' DIA I I AT 90° W/SELF- AT 90° W/SELF- DRILLING CONC DRILLING CONC ANCHORS ANCHORS NOTE: 1. WHERE SUPPORT OCCURS AT GRADE,PROVIDE CONCRETE PAD WITH MINIMUM DIMENSIONS OF'D'PLUS 2'-0"SQUARE BY'D'PLUS 1'-0"DEEP.REINFORCE WITH#5©12"EACH WAY,TOP AND BOTTOM. ELBOW SUPPORT NTS CLEAN WATER SERVICES ( 15573 DURHAM AWWTF PHASE 5D2 C14211/1HIU 15600.dgn 2013\01117 CH2MHILL PROJECT NO. 374210 ti o,0 AS REQD FOR PIPE o; Ob .O AS REQD FOR PIPE INSTALLATION, 9" MIN o O' °.o Q o INSTALLATION, 9" MIN I •o o. ENDS AS o�0,o ,.... SHOWN ON PLANS, . TYP Biihm‘. �_��■\1.��`�_���`���� •. . ck•obb ° DUCTILE IRON °• ' WALL PIPE .,,• n. 0 ° THRUST COLLAR I • o. • go• • Oo' "V I NOTES: 1. COAT WALL PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT. DUCTILE IRON WALL PIPE I NTS ®CH2M HILL I CLEAN WATER SERVICES ( 15600 DURHAM AVVV TF I PHASE 5D2 CH2MHILL 15604.dgn 2013\01117 CH2MHILL PROJECT NO. 374210 FILL ANNULAR SPACE WITH WATERPROOF DOW CORNING 732 RTV SILICONE SEALANT, JOINT SHALL BE WATERTIGHT o oeo O�o ALL AROUND A OD OF PIPE o + 1" MIN SCHEDULE 40 PASSING PIPE :° . STEEL PIPE SLEEVE • 1/4 " THICK SEEP RING NOTES: 1 . DO NOT USE WHERE SUBJECT TO HYDROSTATIC PRESSURE. PAINT ENTIRE SLEEVE AND SEEP RING AS SPECIFIED. TYPE B PIPE SLEEVE NTS ®CH2M HILL CLEAN WATER SERVICES ( 15604 DURHAM AWWTF PHASE 5D2 CH2MH _L 15605.dgn 2013104\22 CH2MHILL PROJECT NO. 422389 I CENTERLINE OF WALL I -o STEEL SEEP RING 1/4" STEEL PIPE MINIMUM THICKNESS ENDS AS I SHOWN .i���••�•/�••���IAIWAV�,I ON PLANS D " T " D+4+4" 14"HRU AND 12 LARGER / p U SEAL WELD AROUND BOTH SIDES =� 0' °:0. o° AS REQUIRED FOR I PIPE INSTALLATION, 9" MINIMUM STEEL WALL PIPE I NTS CH2M HILL CLEAN WATER SERVICES ( 15605 DURHAM AWWTF I PHASE 5D2 CH2MHILL 15606.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 B A B 12" MIN ►i r ► r CONCRETE PIPE ENCASEMENT OR WALL, SEE (3316) - .4 0: o..o ---ir-- �r - _ . •:o: a .a +—n —n—� I i 7— --� 7---1 -- I 0 `0- • +— T --n—r o. • a •. METALLIC PIPING PLAIN END COUPLINGS, SEE SPECIFICATIONS FACILITY A (IN) COGEN BUILDING 60 GAS CLEANING 60 BROWN GREASE RECEIVING 24 DIGESTER COMPLEX 1 24 DIGESTER COMPLEX 2 24 B = MANUFACTURER'S RECOMMENDED SPACE BETWEEN ENDS OF PIPE. DOUBLE FLEXIBLE JOINT FOR STEEL PIPE NTS ®CH2M HILL CLEAN WATER SERVICES ( 15606 DURHAM AVWVTF PHASE 5D2 CH2MHILL 15607.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 FILL WITH FILL WITH SILICONE I NON-SHRINK CAULK TO PROTECT GROUT o _ .0 ;o __a:0 :o THREADS, JOINT TO o. •,, _° BE WATERTIGHT 0 0/ • • iS:2444 ""' PASSING PIPE a1�—a WATER SIDE e DRY OR — - INTERIOR EXTERIOR WALL WALL SEE NOTE 1 a� a MODULAR MECHANICAL ""'--- SEAL ASSEMBLY WITH SST BOLTS AND NUTS, AS SPECIFIED FOR NEW WALLS, PROVIDE PIPE SLEEVE, NOTE 2. I FOR EXISTING WALLS, OMIT PIPE SLEEVE AND CORE DRILL TO DIAMETER RECOMMENDED BY MECHANICAL SEAL ASSEMBLY MANUFACTURER. I INSIDE SURFACE MUST BE SMOOTH. PREPARE AND COAT EXPOSED STEEL REINFORCEMENT WITH SYSTEM NO.7. GROUT FILL AND / OR I MACHINE AS NECESSARY FOR SMOOTHNESS I NOTES: 1. WHERE PIPE PASSES THROUGH INTERIOR WALL, GROUT IS NOT REQUIRED. 2. FOR BROWN GREASE RECEIVING BUILDING, PENETRATIONS INTO WASTE RECEIVING I TANKS USE MOLDED HDPE PIPE SLEEVES. 1 WALL PIPE PENETRATION SEAL I NTS I CLEAN WATER SERVICES ( 15607 DURHAM AWWTF PHASE 5D2 CH2MHILL 15608.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 EXP JT LENGTH + 1'-6" 1'-0" 1/2" THK AWWA PLATE STEEL FOLLOWER FLANGE WELD TO PIPE • PRIOR TO COATING o.•0 o FLANGE, COAT WITH SYSTEM NO. 8 WELD END EXPANSION JOINT. .v o . •• ° O o. FIELD COAT CARBON STEEL ENDS °, • .° •. , • WITH SYSTEM NO. 5a AFTER O• ° •• oo•1/8" THICK SBR WELDING IN PLACE ° .v .v• GASKET, ID TO o , MATCH PIPE OD O L L + 6" NO WELDS TO BE O o LOCATED ON PIPE 11 •J? 14" (FOR 8" EXP JT) OR °••O 0 IN THIS AREA 18" (FOR 10" EXP JT) STD ° o • WALL STEEL PIPE, COAT ' •°' WITH SYSTEM NO. 5a '• o 0.0 L 3x3x1/4x3"L WELD TO • o A. 20" PIPE PRIOR TO COATING. TYP OF 4 AT 90°W/ 5/8" SST FLANGE BOLTS, NUTS SST WEDGE ANCHOR W/4" EMBED AND WASHERS. INSTALL IN EVERY OTHER BOLT HOLE — SEE( 15609 FOR CONCRETE ANCHOR DETAILS NOTES: 1. SEE SPECIFICATION 15205 - PROCESS PIPING SPECIALTIES FOR PRODUCT INFORMATION. BURIED JOINT DETAIL NTS ©CH2M HILL CLEAN WATER SERVICES ( 15608 DURHAM AVVWTF PHASE 5D2 CH2MHILL 15609.dgn 2013\04\18 CH2MHILL PROJECT NO.422385 4'-6"SQ x 4'-0"H UNREINFORCED CONCRETE THRUST BLOCK _�-1111 1 -; in III It WIC MIN _ MI =1111 N PIPE CL 3/16 k 1111= 3/16 • 11�� in-../ POUR AGAINST ` li MI■M UNDISTURBED SOIL w 11III - L = TRENCH BOTTOM PLAN 3/4"x 3"SEEP RING; PROVIDE 2"CLR BETWEEN ELEVATION PIPE CL,Ic REINF AND SEEP RING/PIPE FINISHED GRADE #6©12"EW EF, VARIES 3"CLR EF ...N1411411 _ FINISHED GRADE 1 L 1'-0"MIN CONCRETE o z 1.-----=_1(11 W THRUST BLOCK - =1111= cl 'Al n < PER TRENCH DETAIL a TRENCH BOTTOM o ° z a PIPE CL PROVIDE OPENING a�' REINF PER 3301 1'-0" TRENCH 1'-0" MIN WIDTH MIN PROVIDE BOND BREAKER EN SECTION BETWEEN CONCRETE SECTION AND PIPE _I TYPE 1: INLINE ANCHOR TYPE 2: CORNER ANCHOR CONCRETE THRUST BLOCK NTS CLEAN WATER SERVICES ( 15609 DURHAM AVWVTF PHASE 5D2 iU 15610.dgn 22-FEB-2007 CH2MHILL PROJECT NO. 422389 PASSING PIPE (SEE NOTE 1) FILL WITH SILICONE CAULK TO PROTECT THREADS. JOINT TO FILL WITH BE WATERTIGHT NON-SHRINK GROUT o0° .O A .? oho CORE DRILL TO "T°00.....; p•' i ' •� ° DIAMETER ': i 15611.dgn 2013/04/04 CH2MHILL PROJECT NO. 422389 o °—� SEXIDTE E RIOR 0 .0 , <0•0 0 .0 , 0•a I NON-SHRINK I GROUT CORE DRILL / I 1" MINIMUM ALL AROUND ; , - I PASSING PIPE 0 0 .00°0•,° ti 0 0 ' 0°0•o PRE-CAST I CONCRETE WALL PIPE PENETRATION I NTS I CLEAN WATER SERVICES ( 15611 DURHAM AWVVTF I PHASE 5D2 CH2MHILL 15620.dgn 2013\04\22 CH2MHILL PROJECT NO. 422389, PIPE OD + 2" TOP OF FLOOR 4" UNLESS OTHERWISE SHOWN ON PLANS :O. a:o o II II 0. 1 po 'o o. .o •o: FILL WITH WATERPROOF, EXPANDABLE SEALANT. STANDARD WEIGHT STL JOINT SHALL Igo PIPE SLEEVE. HOT DIP BE WATERTIGHT - GALVANIZE AFTER FABRICATION PASSING PIPE NOTES: 1 . COAT FLOOR SLEEVE WITH SPECIFIED PAINT SYSTEM BEFORE CONCRETE PLACEMENT. FLOOR SLEEVE NTS CH2M HILL CLEAN WATER SERVICES ( 15620 DURHAM AWWTF PHASE 5D2 CH2MHILL CH2MHILL PROJECT NO. 422389 FLANGED, MECHANICAL OR PLAIN END AS SHOWN ON DRAWINGS, TYP -� LENGTH AS REQD FOR PIPE INSTALLATION, 6" MIN WHERE FLANGED END SHOWN ON SEEP RING, DRAWINGS CENTERED IN SLAB % TOP OF CONC SLAB 1 r � 0 wl frA I • p 1 A AS READ FOR PIPE DUCTILE IRON WALL PIPE ' % / INSTALLATION, TO MATCH FLOWSTREAM % i 6" MIN (NOTE 3) INDICATED ON DRAWINGS UNLESS OTHERWISE SHOWN (NOTE 2) NOTES: 1. COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT. 2. AT FOG WASTE RECEIVING TANKS, WALL PIPE TO BE SCH 40, TYPE 316 SST. WELD SEEP RING TO WALL PIPE WITH MIN 1/4" FILLET WELD, CONTINUOUS BOTH SIDES. 3. WALL PIPE TO TERMINATE FLUSH TO UNDERSIDE OF DECK AT FOG WATER RECEIVING TANKS. 4. DO NOT ALLOW WALL PIPE OR SEEP RING TO COME INTO CONTACT WITH REINFORCING STEEL. PROVIDE 2" CLEAR MINIMUM. 5. FLOOR PIPE AND THRUST COLLAR SHALL NOT BE DIRECTLY SUPPORTED FROM WALL OR SLAB REINFORCING. PROVIDE NONCONDUCTIVE BARRIER BETWEEN SURFACES. FLOOR PIPE NTS CLEAN WATER SERVICES ( 15622 DURHAM AWWTF PHASE 5D2 CH2MHILL 15701.dgn 2013\04\10 CH2MHILL PROJECT NO. 422389 AS REQUIRED SST GATE STEM BY STAND r i ' - SLIDE GATE I OPERATOR FLOOR STAND Z o }SHIMS & NON- U HRINK GROUT Lu O w MIN 4-3/4" a COATED ANCHOR BOLTS W/ SST NUTS & WASHERS ;,. i PROJECTION AS REQUIRED ADDITIONAL #5x . . :. 1 !® 'I.- BY MFR 2'-0" TYP EA 2 .9%. I I I v 0 ANCHOR BOLTS .00. ao APPROX 1 1/2" .° .9• I :°•o. - 0 0:0 • 0 0.•° INSIDE DIA OF HOLE o o. I = •o• FOR STEM PASSAGE SHALL BE A MIN OF 4„ THE STEM DIA PLUS , , , MIN o , • 1 1/2" AND A MAX OF 00.° THE STEM DIA PLUS i °°. °.o. 4". STUDDED PIPE °•;:° SLEEVE W/1 1/2" I :o° PIPE PROJECTION • . ,;(2!.... 0. .7 QK. I1 - DIMENSION AS NOTES: REQUIRED BY GATE MFR 1. FLOOR STAND IS REPRESENTATIVE ONLY. FLOOR STAND INSTALLATION NTS CLEAN WATER SERVICES C 15701 DURHAM AWWTF PHASE 5D2 CH2MHILL 15720.dgn 2013\04123 CH2MHILL PROJECT NO. 422389 1/2" CHAMFER, BOTH FLANGES - 1'-6" 2- 3/8" DIA 8" SST BOLTS 7 SST BOLT PER r t_ __ _ j 0_' HOS RACK MFR u; II II I 0 I • SST HOSE RACK I o I ' I I I I I 1/4" SST PL I I U I 1 - - 1 _6 I /- SST C 3x4.5 C° � ,/ I E-0 - 8"x8"x1/2" SST PL, I 3/16/ MIN WITH 5/8 DIA I N I ANCHOR BOLTS I u u II II II II LEVELING NUTS II II - V II II II II II III II III `- 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 AWWTF PHASE 5D2 CH2MHILL 15725.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 1-0" 6 1/2" � A � - Co 0 o 0 •;o I I 0 Y Y ,t.� -0 O O O c0 r FRONT VIEW i- A_ FRONT VIEW �� 111 H �� ,i. I I -I co 4-SLEEVE ANCHORS _' '- I M PROVIDED BY TOP VIEW 6-, N MANUFACTURER MOUNTING PLATE WALL MOUNTED HOSE RACK NTS CLEAN WATER SERVICES �_ 15725 DURHAM AWWTF PHASE 5D2 CH2MHILL 15810-5.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 DUCT SUPPORT PER SMACNA "HVAC DUCT CONSTRUCTION SEE PLAN FOR STANDARDS SIZE OF DUCT BALANCING DAMPER WALL -.• 45° 1/2" GRID SST SCREEN -V FINISHED FLOOR cc FLOOR EXHAUST DUCT NTS CLEAN WATER SERVICES E15810-5 ) DURHAM AWWTF PHASE 5D2 CH2MHILL 15810-9.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 - 0.25 W, 3" MIN OPPOSED BLADE BALANCING DAMPER BRANCH DUCT, SIZE TO MATCH 45 o GRILLE FRAME OD AIR OUTLET OR INLET W FASTEN GRILLE FRAME TO DUCT COLLAR FACE GASKET DAMPER ACTUATOR SUPPLY OR RETURN DUCT DUCT MOUNT ED AIR OUTLET OR INLET NTS CLEAN WATER SERVICES C 15810-9 DURHAM AWWTF PHASE 5D2 CH2MHILL 15810-10.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 WALL - o 2" ANGLE CLOSURE 1" MAX o0 0o COLLAR SAME CLEARANCE- o 0 0 o MATERIAL AS DUCT oo . oO o 00 0Q g11tlNIIII1l111N1111111 SHEET METAL DUCT • 1 1 ;:r PACK OPENING o AROUND DUCT , ° o, WITH FIRE SAFEING oO o oO o 0 0 0 o CAULK WITH WATERPROOF SILICONE RUBBER SEALANT, TYP DUCT WALL PENETRATION NTS CLEAN WATER SERVICES ( 15810-10 ) DURHAM AWWTF PHASE 5D2 CH2MHILL 15811.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 2" ANGLE CLOSURE COLLAR OF SAME MATERIAL OF DUCT, - SHEET METAL DUCT TYP 1/2" MAXIMUM CLEARANCE ON - SEALANT, ALL AROUND ALL SIDES -- _1 Li. 3 1/2"x3 1/2" CURB FLOOR �_ _ • ALL AROUND a.o. o. . a o . o• a O. • o• . o .o o a o .� o p a .• eo•o:a:0 u • 04:0 e = =O• 4. 0.e:0 2• O:p:o SEALANT, ALL AROUND PACK OPENING AROUND DUCT W/ MINERAL FIREPROOFING & SAFEING FLOOR PENETRATION - WET AREA NTS CH2M HILL CLEAN WATER SERVICES 15811 DURHAM AWWTF PHASE 5D2 CH2MHILL 15812.dgn 2013\04\23 CH2MHILL PROJECT NO. 422389 2" ANGLE CLOSURE COLLAR, MATERIAL TO BE OF SAME TYPE OF DUCT,TYP SHEET METAL DUCT _2, SEALANT, ALL AROUND, 1/2" MAXIMUM TYP BOTH SIDES OF STRUCTURE CLEARANCE i FLOOR OR WALL __T--- 'Q_ O. . a 'O . O. a -0 _ O. 1 -O . O .o _ O D . .o • -O. .r sp a p a eo•O a•o e . Oa o . =o. e 0 .p0 . e 0 p 0 . a • O. p 4 'O a0 . 0. al Nth . OD • .0 •. O - .- . -,z,-• SEALANT, r PACK OPENING AROUND ALL AROUND, DUCT W/ MINERAL TYP BOTH SIDES FIREPROOFING & SAFEING OF STRUCTURE NO TES: 1. WALL PENETRATION SIMILAR. 2. 2" ANGLE CLOSURE COLLAR OF SAME MATERIAL AS DUCT. FLOOR PENETRATION - DRY AREA NTS CLEAN WATER SERVICES C 15812 DURHAM AWWTF PHASE 5D2 CH2MHILL 15813.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 ALUMINUM DUCT SOUND SEAL ALL JOINTS ATTENUATION / W/WATERPROOF LINER IF MASTIC C: SPECIFIED ►•:' ► ►ii i♦• • STORM LAP JOINT ATTACH SUPPORT TO DUCT W/ SST RIVETS OR SCREWS. ISOLATE DUCT FROM SUPPORT W/ 1/16" NEOPRENE RUBBER GASKET ALUMINUM DUCT ii i� ,� L1 1/2x1 1/2x3/16" ♦ GALV AFTER TYP 3/16 �► FABRICATION, TYP 0 0 0 ...o. O• .o. • o. a o O u c O a•a. > a 'o. O. 3/16 • PL 1/4x3x3" MIN FASTEN W/ (2) CONCRETE ANCHORS AS REQUIRED OR SPECIFIED DEC K MOUNTED DUCTING AND SUPPORT NTS CLEAN WATER SERVICES 15813 DURHAM AWWTF PHASE 5D2 CH2MHILL 15814.dgn 2013104\23 CH2MHILL PROJECT NO. 422389 ill / STANDARD LOCK *•' JOINT-SOLDER =LAUCT L 4 ;*4 SEAMS WATER LINER �:•; ;•;•: TIGHT CURB Z SEE DETAIL co (7752) 3-1/2" ■••.4 . .:. 1 i• 5 EXTERNAL DECK INSULATION LOCK SEAM 4 PLENUM INSULATED DUCT THROUGH DECK NTS CLEAN WATER SERVICES ( 15814 DURHAM AVVI TF PHASE 5D2 CH2MHILL 15891.dgn 2013104\08 CH2MHILL PROJECT NO. 422389 CONNECTING FA DUCT 316 SST 1/4" HYPALON BOLTS AND GASKET HARDWARE 316L SST FLANGE """��""A'� NE FOR BOLTING 316L STAINLESS STEEL AS REQUIRED SEEP RING, 1/4" MINIMUM I THICKNESS FOR PIPE .0 "Fr INSTALLATION, o;oa ?6" MINIMUM . • . O o. 1 — - – CENTERLINE OF FLOOR CONCRETE FLOOR SEAL WELD COMPLETELY AROUND BOTH SIDES D 316L SCHEDULE 10 SST PIPE D+2" THRU 12" D+4" 14" AND LARGER NOTES: 1. DIAMETER OF PIPE TO MATCH THE SIZE AS SHOWN ON DRAWINGS. 2. COORDINATE FLANGE DIMENSIONS AND BOLTING PATTERN TO MATCH CONNECTING DUCTWORK. STAINLESS STEEL FA FLOOR PIPE NTS ©CH2M HILL CLEAN WATER SERVICES ( 15891 DURHAM AWWTF PHASE 5D2 CH2MHILL 15892.dgn 2013\04\08 CH2MHILL PROJECT NO. 422389 1.0 RADIUS 316L SST SCHEDULE 10 PIPE ELBOW, TYP AS REQUIRED FOR PIPE INSTALLATION, 6" MINIMUM - 1/2" X 1/2" 316 STAINLESS I STEEL BIRD SCREEN. WELD RECESSED INTO ELBOW. I 111 316L SCHEDULE 10 SST PIPE 316L SST FLANGE — 316 SST BOLTS AND HARDWARE 1/4" HYPALON GASKET I - CONNECT TO EQUIPMENT FLANGE OR FLOOR PIPE FLANGE NOTE: 1. FLANGE SIZE TO MATCH FLANGE PROVIDED I WITH EQUIPMENT OR FLOOR PIPE. TANK/EQUIPMENT VENT I NTS ®CH2M HILL CLEAN WATER SERVICES ( 15892 DURHAM AWWTF I PHASE 5D2 CH2MHILL 15897.dgn 2013104\04 CH2MHILL PROJECT NO. 422389 1/2". 1/2"x1" • INCREASER. � ISOMETRIC 4" FRP CONNECTION W/PVC BLIND FLANGE 1/2" PVC FULL COUPLING BOND TO PVC FLANGE 1/2" PVC 1/2" BALL VALVE 90 DEG ELBOW, (V330) TURN INTO FA FLOW, PROVIDE CAP 1/2"x1" INCREASER 'nOMIII - J @ END 1/2" HOSE BARB - FRP PIPE WALL 3" NOTES: 1. FOR SAMPLE CONNECTIONS LOCATED MORE THAN 7'-6" ABOVE WALKING SURFACE, EXTEND SAMPLE PIPING AS REQUIRED TO LOCATE VALVE AND HOSE BARB 3'-0" ABOVE WALKING SURFACE. 2. DETAIL TAILORED TO FRP DUCT. SIMILAR FOR STAINLESS STEEL COATED DUCT SYSTEM. GAS SAMPLE PROBE NTS CLEAN WATER SERVICES ( 15897 DURHAM AWWTF PHASE 5D2 CH2MHILL 15899.dgn 2013104\04 CH2MHILL PROJECT NO. 422389 MI 0o N 111:11111111111111 1 1/2" MAX. I SEE NOTE 2 I 1" PVC OR FRP THREADED PIPE NIPPLE, WITH CAP I (TYP OF 2) FRP WELD, MIN TWO LAYERS DUCT NOTES: 1. INSTALL TEST PORT WITH A MINIMUM LENGTH OF 3 DUCT DIAMETERS I 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 I A DWYER SERIES 160 PITOT TUBE. 3. WHERE POSSIBLE ON HORIZONTAL DUCT RUNS DO NOT INSTALL I TEST PORTS WITHIN 45 DEGREES OF THE DUCT INVERT. 4. DETAIL TAILORED TO FRP DUCT. SIMILAR FOR STAINLESS I STEEL COATED DUCT SYSTEM. FOUL AIR TEST PORT I NTS - --- I CLEAN WATER SERVICES ( 15899 DURHAM AWWTF I PHASE 5D2 CH2MHILL 16100.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 BOTTOM OF STEEL OR CONCRETE STRUCTURE CONDUIT Ny\ SIZE AS REQUIRED Z NOTE 2 in NOTE 3 ---...„a 4 ICI 666000 Af' 1 51 11 MIN '" SEISMIC BRACE TO IT 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 5D2 CH2MHILL 16106.dgn 2013\02\15 CH2MHILL PROJECT NO. 422389 GALVANIZED STEEL :0 '0'°:��.'o° SHEET METAL INSULATION AS REQUIRED ESCUTCHEON, TYP °0�Op •.o�.0:� TO FILL CAVITY IIIIIIIIIIIIlil11t11111 !� Z I oLu o -- ) W Z � Tlllill11 M ° ° eel Oh. ,___,_■____ GALVANIZED STEEL PIPE :0,:∎ SLEEVE OR CORE DRILLED CONDUIT HOLE IN CONCRETE WALL -o•°:x: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 U CH2M HILL. CLEAN WATER SERVICES C 16106 DURHAM AWWTF PHASE 5D2 CH2MHILL 16109.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 FINISHED PLUG FLOOR • 90 mow o O .O O a O• D O• O O, 00 .00 ,:-0.?; • O 0 0 O - O 0 0 0 0 OO O • ,c). COUPLING CONDUIT NOTES: 1. CONDUITS WHICH ARE STUBBED UP IN A CONCRETE SLAB FOR FUTURE EXTENSION SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. FLUSH CONDUIT STUB NTS CLEAN WATER SERVICES 16109 DURHAM AWWTF PHASE 5D2 CH2MHILL 16110.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 PROVIDE A PVC SLEEVE AND I FILL WITH A SUITABLE PLASTIC EXPANDABLE COMPOUND WHERE CONDUIT PASSES THROUGH SLAB — CONDUIT. FOR TYPE REQUIRED, SEE I SPECIFICATIONS I 0 a U I a •�o a o � o • 0 O 0 • a I I 1 O a 0 O a, Oa O •O Oa O..- 64), a0, / O O O 1 - 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 I NTS CLEAN WATER SERVICES ( 16110 DURHAM AWWTF I PHASE 5D2 CH2MHILL 16115.dgn 2013\02115 CH2MHILL PROJECT NO. 422389 PREMOLDED JOINT FILLER AT FLEXIBLE NEOPRENE SLEEVE CONSTRUCTION JOINT 1 CLOSED CELL NEOPRENE ADAPTER REQUIRED 1 STAINLESS STEEL FOR PVC CONDUITS CLAMP, TYP CONDUIT, SIZE V" "4 1�������� PER PLANS HUB rjI I I RGS TY P CONDUIT, 0 1 1 PROVIDE CONTINUOUS NOTE 3 GROUND PATH PER 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 ( 16115 DURHAM AVVVVTF PHASE 5D2 CH2MHILL 16152.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 WALL OR COLUMN - NOTES 2 AND 3 I WIRING DEVICE OR ELECTRICAL =} EQUIPMENT r -7 CONDUIT FOR CONTROL STATIONS MOUNT I PIPE STRAP AT 4'-0"± FLOOR OR I PLATFORM _ ' NOTES: 1. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. USE WASHER I AND SPLIT-LOCK WASHERS UNDER ALL NUTS. 2. ON CONCRETE WALLS USE STAINLESS STEEL CONCRETE ANCHORS. I 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. I LARGER BOXES SHALL BE SUPPORTED BY AT LEAST FOUR. DEVICE MOUNTING, WALL OR COLUMN I NTS CLEAN WATER SERVICES ( 16152 DURHAM AWWTF I PHASE 5D2 CH2MHILL 16158a.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 10" 1/2" RADIUS, TYP 1 1/2", TYP 3/8" STEEL PLATE PLAN 1/2" RADIUS, TYP 1/4"x7 1/2"x9" STEEL MOUNTING PLATE 3/16 6, 3/16 V X 2 4" STEEL 9 CHANNEL M X3/16 r FLOOR OR PLATFORM NON-SHRINK GROUT - 1/2" 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 ( 16158a DURHAM AWWTF PHASE 5D2 CH2MHILL 16158b.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 3" 48" MAX 3" SEE NOTE 3 I —�/4— 3/4" RADIUS, TYP TI 1/4" ALUMINUM PLATE, ROUND EDGES, SIZE PER EQUIPMENT REQUIREMENTS 10", TYP 1/2" ALUMINUM 3/16 3/16 > TYP �: PLATE —1 1 1/4", TYP 2 w 1/2" RADIUS, TYP 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 NON-SHRINK GROUT I o 0 � .j— C-0`; b o o 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 5D2 CH2MHILL 16167.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 WALL OR COLUMN ° o .o0 0• o , °O 0 CONDUIT ° CONDUIT CONCRETE CLAMP ANCHOR O ■ _ J FORMED STEEL CHANNEL 0 0 .c0 0• e 6 00 0 •n 0 NOTES: 1. SUPPORT ALL EXPOSED CONDUITS ON FORMED STEEL CHANNELS. CONDUIT SUPPORT ON STRUCTURE NTS CLEAN WATER SERVICES ( 16167 DURHAM AWWTF PHASE 5D2 CH2MHILL 16168.dgn 2013\02\15 CH2MHILL PROJECT NO. 422389 4" DRILL HOLE, AS REQUIRED FOR CONDUIT FITTING •■ co 12 GAUGE SHEET METAL GALVANIZED AFTER FABRICATION TOP I FLEXIBLE CONDUIT � CONDUIT I CONNECTOR 1 I 1.1 CONDUIT 1111-1 N CONNECTOR I 112" I FRONT SIDE I FLEXIBLE CONDUIT SUPPORT I NTS CLEAN WATER SERVICES ( 16168 DURHAM AVVVVTF I PHASE 5D2 CH2MHILL 16201.dgn 2013\04\12 CH2MHILL PROJECT NO. 422389 4 HOLES FOR ANCHOR BOLTS AS REQUIRED BY w POLE MANUFACTURER 0 • I (•) ``-) BOLT CIRCLE AS PER MANUFACTURERS RECOMMENDATIONS PLAN #6 CU GROUND LIGHT POLE TO POLE COVER PLATE NON-SHRINK GROUT 18:I ' ----,/-- 1" CHAMFER 4 A ' PRECAST CONCRETE r/ FOOTING, NOTE 1 1111 Illfl-, faf-1111 I LJ i-i- ANCHOR BOLTS 1 ey es 1 WITH LEVELING NUTS 1H--- CONDUIT, SEE ELECTRICAL V _ .I1H1 DRAWINGS (2 MIN) GROUND— Ilh f— 111 COMPACTED SUBGRADE ROD AS SPECIFIED 1.5' MIN NOTES: ELEVATION 1. CONDUITS SHALL BE STUBBED UP TO WITHIN 6 INCHES OF THE POLE MANHOLE. 2. FOR PROPER ORIENTATION OF POLE, COORDINATE WITH SITE PLANS. TYPICAL PRECAST LIGHT POLE BASE IN LANDSCAPE NTS CLEAN WATER SERVICES ( 16201 DURHAM AWWTF PHASE 5D2 CH2MHILL 16325b.dgn 2013\04\12 CH2MHILL PROJECT NO. 422389 1'-2" MIN (2-DUCTS) 8" MIN FINISH (1-DUCT) GRADE I 1111=1111 III I(-1111 =1111 I1— cn c i SEE TRENCH AC N TOPPING DETAIL J J � O O (IF APPLICABLE) I oo 0o COMPACTED (D (D EARTH I V A BACKFILL z z 2., .,D.. 2.. PLASTIC, MAGNETIC MIN 3" WIDE DETECTABLE I Nr CD N M TAPE •'it.V..00 9#4•.Ioil•$' ",,I �,• 0:::�A COMPACTED BEDDING AND g O • •.' PIPE ZONE MATERIAL z ►� ik�4,101 e• we 4A CONDUIT D = 3" MIN FOR 2" AND LARGER CONDUIT D = 2" MIN FOR 1 1/2" AND SMALLER CONDUIT TRENCH AND CONDUIT PLACEMENT I NTS I CLEAN WATER SERVICES ( 16325b DURHAM AWWTF I PHASE 5D2 CH2MHILL 16353.dgn 2013104\12 CH2MHILL PROJECT NO. 422389 LENGTH VARIES, 4 LIFTING INSERTS SEE SCHEDULE INSCRIBE A 0 • "ELECTRICAL" Z o 0 .-- r LIFT BRACKETS Q — — — 4 — — — = C li. _ It ,//::/:/ ,._ II 5 — — — rrrrrrrrrr - Z 0 r`i�i r`i�i i\ — — _I I N ����� ��� w rrirr rrr CL o • I O O HOT-DIPPED GALVANIZED COVER LOCKING STEEL TRAFFIC DUTY COVER SCREWS, AND FRAME HS-20 LOADING PLAN (TYP FOR 4) FINISH HINGED COVER N GRADE _\ I 1 t GRADING RING `--' `--' -11! -1111 i AS REQUIRED F - �, a 1111-= 0•;•° Uj w ••° – GROUT TO FULL CONDUIT OR •pO w D 20. WALL THICKNESS CONCRETE ENCASED •'° • E C :0.'i AROUND PIPES AT DUCT BANK — \ z < w • - KNOCKOUTS, TYP %P I o , co r a •! N C c - CABLE RACKS OR o z SUPPORT BRACKET ALL SIDES. MAY BE - EMBEDDED OR .0'0 --•a.0'o. °.0'0: ° '-0. FOR CONDUIT BOLTED •r- gi ENTRANCE, COMPACTED •!i.493aLb!• ( 163543 GRAVEL, 12" DEEP, MIN 4" TYP FOR CONCRETE 3/4" MINUS i I ENCASED DUCT BANK ENTRANCE, ) 6" MIN DRAIN ( 16355 WITH GRATE GROUND ROD SECTION 10 CF 1" TO 1 1/2" GRAVEL, ALL VAULT AROUND SUMP NTS CLEAN WATER SERVICES ( 16353 DURHAM AWWTF PHASE 5D2 CH2MHILL 16354.dgn 2013\02\15 CH2MHILL PROJECT NO. 422389 INSIDE FACE OF HANDHOLE/ l\r_______ ^ I MANHOLE WALL ��• OUTSIDE FACE .v� ., OF HANDHOLE/ .o• •v. v -- oo• .•q� • _ MANHOLE WALL oO,b o',OaIIIII oO. .o'° --II11 o••.o Op v0. 4. v . ..�cS• ...0". v•0.• /••o O,-o / _ O. IIII -1--- PVC END BELL --NN 11141111 PVC CONDUIT Nrn .Op. I GROUT TO FULL •v S' \ • WALL THICKNESS oo,o d 0' — AROUND PIPES AT 0'•• -- KNOCKOUTS, TYP �a, 1 1411 o..0o f f l 1�N CONDUIT HANDHOLE/MANHOLE ENTRANCE I NTS I CLEAN WATER SERVICES ( 16354 DURHAM AVWVTF I PHASE 5D2 CH2MHILL 16355.dgn 2013\02\15 CH2MHILL PROJECT NO. 422389 I J� INSIDE OF HANDHOLE/ ° °! MANHOLE OR ° + o BUILDING E cc 5 0 w Q .o °a0. #4 @18" U 0 ° ° °rr 1a - �n_ o CONCRETE ENCASED r DUCT BANK NOTES: 1. EXTEND REBAR A MINIMUM OF 2' BEYOND THE LIMIT OF EXCAVATION. CONDUIT HANDHOLE/MANHOLE ENTRANCE NTS CLEAN WATER SERVICES ( 16355 DURHAM AVVVVfF PHASE 5D2 CH2MHILL 16358.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 0,'0 0 C` Q CABLE RACK HOOKS AND o°' INSULATORS,, NUMBER AND SIZE AS REQUIRED ` O -/, '0,0o °'!•O • o N 0. O°. i o..,° -- p .°4• CABLE RACK I NTS CLEAN WATER SERVICES 16358 DURHAM AVVVVTF I PHASE 5D2 CH2MHILL 16400a.dgn 2013\02\15 CH2MHILL PROJECT NO. 422389 COPPER GROUND _ Z ir71 CONDUCTOR, TYP '4 -- I+ II z #4 @18" OC, 'n TYP 4" 4" MIN MIN #4 LONGITUDINAL BARS a a ©18" OC MAXIMUM, WITH = r .".:- ' ° • .:°- 2'-O" LAP A, oo•o Al . \I \I Z .f .o- n- -°o- ca °- -o°. -c -o. L...4::... D 4" MIN MIN 2" CLR, Z a • °`1 -.° ` .o (TYP TOP AND SIDES)•r. . Al Al \I MI 1 . . °�•0 o . r . . Il Al VI •I iZ 1 .0 r ° •l °/ (TYP BOT) Ly'.... D 4" D = 3" FOR 2" AND MIN MIN LARGER CONDUITS D = 2" FOR 1 1/2" AND SMALLER CONDUITS NOTES: 1. PROVIDE 6" MINIMUM COMPACTED GRAVEL, 3/4" MINUS, UNDER ALL CONCRETE ENCASED DUCT RUNS. .DUCT BANK NTS CLEAN WATER SERVICES ( 16400a DURHAM AWWTF PHASE 5D2 CH2MHI _L 16400b.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 COPPER GROUND CONDUCTOR, TYP r *-- ". ..°:9- =':. •:,c!- •■•-• .-°' .:°. --:.,:.- -° --.' - \, •G<G -•O<G „ #4 I I I I @ 18"0 o. "C CTRS, VERT I •a O. O. ❑ • .p . .o:.a:O:.o p ,p•o..:0. o • LEGS 1'-0" MIN - od o d d .e'p O. �•p O. Ali :-',.o . ;-.,!:o dm \I \, IZ • • 4" D D 4" I MIN MIN FOR LARGER DUCT BANKS, CONTINUE PATTERN OF REBAR, CONDUIT SEPARATION AND I CONCRETE COVER. #4 I I 11 @ 18" CTRS, VERT LEGS 1'-6" MIN 4 g ror.ior Anmoim il ID 0 - I -O O s. Q . • O O.O.s O.j p. .O•.•O.O a:o. O.. • • o_ ••o I • o .p,P- 0:',..0. o \, \I - •e 4" D D MIN DUCT BANK I NTS CLEAN WATER SERVICES ( 16400b DURHAM AVWVTF I PHASE 5D2 CHZMHI 1 16451.dgn 2013102\15 CH2MHILL PROJECT NO. 422389 GRADE GROUNDING WELL o .00d0. o GROUNDING o;°. = . CONNECTORS: °o "O-Z/GEDNEY" ° e TYPE ABG, OR EQUAL �' ��oy GRAVEL GROUNDING CONDUCTOR GROUND ROD GROUND TEST WELL NTS CLEAN WATER SERVICES ( 16451 DURHAM AVWVfF PHASE 5D2 CH2MHILL 16452.dgn 2013\02\15 CH2MHILL PROJECT NO. 422389 —\ GROUND WIRE GROUNDING BUSHING ■ I I1 I 11 — I I I u I I EQUIPMENT ENCLOSURE 4. 41.11 METAL CONDUIT 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 5D2 CH2MHILL 16457.dgn 2013104\12 CH2MHILL PROJECT NO. 422389 • 1 HANDRAIL / __,,--c-;:: TERMINAL, CABLE TO ,- ' METAL STAIR FLAT COMPRESSION, -'ic FRAMING 5/8" CAPSCREW, NUT, '- #2/0 GROUND CABLE AND LOCKWASHER r'C 3 --' -, - 0 .- M- III - _ GROUND CABLE TO GROUNDING SYSTEM, SEE PLANS GROUNDING, GENERAL STAIRWAY NTS CLEAN WATER SERVICES ( 16457 DURHAM AWWTF PHASE 5D2 CH2MHILL 16458.dgn 2013\02115 CH2MHILL PROJECT NO. 422389 LENGTH TO SUIT WALL H ti ° ° a° o < °° 5/8" ANCHOR BOLT, D .o °a0• : O'o °a0' ' '� NOTE I `" T SCHEDULE 80 PVC H, SPACER, SEE NOTE I PLAN 3/4" 2" 4" 4" 2" 3/4" t f t SILICON BRONZE BOLTS, NUTS AND `Y' pi WASHERS. SIZE TO SUIT, TYP I GROUND BUS, i HARD DRAWN • I COPPER BAR GROUND CABLE 3/8" THICK CONNECTOR CO GROUND CABLE EXOTHERMIC (SIZE AS SHOWN WELD TO CABLE — ON DRAWING) — BUSHING I NON-METALLIC CONDUIT r FLOOR 1 l ° o a o ° o o ° 0 .0 o v 0-0- O -0 °a O.o o O • °a 0•°° w LL N o .o °ao• o 1 O • o ELEVATION NOTES: 1 . MAXIMUM SPAN BETWEEN SUPPORTS NOT TO EXCEED 24". I GROUND BUS I NTS CLEAN WATER SERVICES ( 16458 DURHAM AWWTF I PHASE 5D2 CH2MHILL