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HomeMy WebLinkAboutB11-0078 Plans'AAMBPO" AqGAW; J ERWSD UERWA 846 Forest Rd. Vail, Co 81657 Contact: John Cahill, 970-471-5357 EIME N' ri 7 CREF ON- VICINITY 0 0 P PARK -K Cr.d.d ftt1* 0 MRSOMM CRAFFU B.=Uq ii oauaws Location Map NO SCALE office copy Contract Drawings For Groundwater Rule Improvements Issued For Construction Project No. 000000000092383 Prepared For: Eagle River Water and Sanitation District (ERWSD) and Upper Eagle Regional Water Authority (UERWA) Vail, Colorado October 201 Faq HDR Engfneedng, Inc- 303 E. 17th Avenue Suite 700 Denver, Co. 80203-1256 (303) 764-1520 Town of Vail REVIEWED FOR CODE COMPLIA CE Date: = L-L By: ' Code: 3 REG' ****** /S e � Z C. r*,-. r06 I III / lz iq I "ftftfto 1z Y 2 3 4 5 General Notes 1) ALL WORK UNDER THIS CONTRACT SHALL BE GOVERNED BY EAGLE RIVER WATER AND SANITATION DISTRICT STANDARDS AND CONTRACT SPECIFICATIONS FOR THIS PROJECT. 2) ALL WORK UNDER THIS CONTRACT MUST BE COORDINATED WITH THE OWNER TO ENSURE REQUIRED OPERATION OF THE GROUNDWATER WELLS AND THE GORE VALLEY DWF. REFER TO SPECIFICATION 01060, SPECIAL CONDITIONS. FOR ADDITIONAL REQUIREMENTS REGARDING WELL SHUTDOWNS AND COORDINATION WITH WORK UNDER THIS CONTRACT. Town of Vail REVIEWED FOR CODE COMPLIAN E !^' Date: S (=;;i-t r l By: Code: UPPER EAGLE RLGIO'�TAL WATER AUTHORITY N 1rdt 1. 1. ILLERA WELL I (SERIES 900) CORDILLERA h AIM H, *-"— j BERRY CREEK EDWARDS EXR 163 EIriVARDS WELL (SERIES 1100) L � I 1FtF?ONIIE. LAKE'(' :I :EEK BERRY CREEK WELLS (SERIES 700) 21.06 Drawin Index GENERAL - SERIFS 000 WELL R4 - SERIES 500 OOG001 COVER SHEET 05C101 SrfE WORK 000002 VIC29N MAP, LOCATION MAP, LEGENDS, 050301 SITE WORK PROFILES GENERAL NOTES, AND DRAWING INDEX 05DI01 PROCESS PLAN AND DETAILS 00GO03 GENERAL LEGEND AND ABBREVIATIONS 05DIO2 PROCESS DETAIL AND SECTION 000W4 GENERAL MECHANICAL LEGEND 05E101 ELECTRICAL PLAN AND DETAILS 0043005 MECHANICAL SYMBOLS & GENERAL NOTES OSE102 ELECTRICAL SITE PLAN OOGO06 GEN ERAL ELECTRICAL LEGEND 006007 GENERAL INSTRUMENTATION LEGEND WEST VAIL WELLS 7 AND 8 - SERIES 600 000008 CONSTRUCTION STAGING AREA 000001 GENERAL CIVIL DETAILS 06CI01 SITE WORK O00002 GENERAL CIVIL DETAILS 06C301 SITE WORK PROFILES 000003 GENERAL CIVIL DETAILS 060101 PROCESS PLAN AND DETAIIS (XIS I01 STRUCTURAL GENERAL NOTES 06£101 ELECTRICAL PLAN AND DETAILS 005102 STRUCTURAL TYPICAL DETAILS DOS103 STRUCTURAL TYPICAL DETAI BERRY CREEK WELLS - SERIES 700 DOS104 STRUCTURAL TYPICAL DETAILS 005105 STRUCTURAL TYPICAL DETAILS 07X101 SITE DEMOLITION PLAN 00D001 GENERAL PROCESS DETAILS 07X102 INTEIUOR DEMOLITION 00DO02 GENERAL PROCESS DETAILS 07CLOI SITE WORK ODD003 GENERAL PROCESS DETAILS 070301 SITE WORK PROF DOM102 MECHANICAL SCHEDULES AND DETAILS 07S IO1 FOUNDATION AND ROOF FRAMING PLANS 00E001 ELECTRICAL DETAILS 07S 102 ROOF FRAMING PLAN 075301 FOUNDATION SECTIONS GORE VALLEY WATER FACIIITY- SERIES 100 075302 FRAMING SECTIONS 07A101 FLOOR PLAN, ROOF PLAN, BUILDING CODE 01 DI01 PROCESS PLAN SUMMARY, SCHEDULES IN101 ELECTRICAL PLAN AND DETAIS 07A201 EXTERIOR ELEVATIONS 07A3 0I BUILDING SECTION BOOTH FALLS (WELL R7) - SIM 200 07A302 WALL SECTIONS 07A601 DOORAWAIDOW /LOUVER 02X I O I DEMOLITION PLAN TYPES AND DETAILS 02CI01 SITE WORK 070101 PROCESS PLAN 02DI01 PROCESS PLAN 07D301 PROCESS SECTIONS 02D301 PROCESS SECTION AND DETAILS 07D302 PROCESS SECTIONS 02EI01 ELECTRICAL PLAN AND DETAILS 0713601 PROCESS FLOW DIAGRAM 02E102 ELECTRICAL SITE PLAN 07MI01 FLOOR PLAN 07EIOL ELECTRICAL PLAN WELL RI - SERIFS 300 07EIO2 ELECTRICAL LIGHTING PLAN 07£103 MCC ONE -LINE DIAGRAM 030101 SITE WORK 07EI04 INSTRUMENT AND CONTROL PANEL 03D101 PROCESS PLAN, DETAILS AND SCHEMATIC ONE -LINE DIAGRAMS 03EI01 ELECTRICAL PLAN AND DETAILS EDWARD$ WELL - SERIES 800 WELLS R2IR6 - SERIFS 400 08C101 SITE WORK 04D I01 PROCESS PLAN AND DETAILS DIC301 SITE WORK PROFILES 04EI01 ELECTRICAL PLAN AND DETAILS 08DI01 DEMOLITION PLAN AND PROCESS PLAN 080301 PROCESS SECTIONS 086101 ELECTRICAL PLAN AND DETAILS CORDILLERA - SERIES 900 090101 SITE WORK 090301 SIZE WORK PROFILES AND DETAILS 09E101 ELECTRICAL SITE PLAN AND ONELINES 2 43 c � UTTL1'I'Y SOX - SERIES IDOo I I0C10l SITE PLAN _ IDC102 SITE PION/ DETAILS IOC301 517E WORK PROI'I.FS _ 1011>10 PROCESSPLAN IOE101 ONE-LINE DIAGRAM DISTRICT SOUNOARY SETWE UEiWM,A.E ERViSD EAGLE —VAIL GULCH � BE_ 1T,R CREEIi PROJECT MANAGER SARAH C. CLA STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL K. PROJECT W aotn 41 a3 6 j 7 I 8 Proiect Facilitv Locations FROM MID VAIL TAKE 1 -70 EAST TO EAST VAIL EXIT; TURN RIGHT (SOUTH). FOLLOW BIGHORN ROAD (EAST) TO MAIN GORE DRIVE (THE LAST ROAD JUST BEFORE YOU CROSS UNDER 1 -70); TURN RIGHT (SOUTH). FOLLOW THIS ROAD TO THE RIGHT TO BLACK GORE DRIVE; TURN LEFT. FOLLOW THE ROAD TO THE RIGHT; THE PLANT IS AT THE ENO OF THE ROAD. ADDRESS 5213 BLACK GORE DRIVE BOOTH L BUILDING (WEI I FM FROM MID VAIL TAKE 1 -70 EAST TO EAST VAIL EXIT; TURN LEFT (NORTH) TO THE NORTH FRONTAGE ROAD. FOLLOW THE NORTH FRONTAGE ROAD WEST PAST VAIL MOUNTAIN SCHOOL TO BOOTH FALLS ROAD; TURN RXRiT (NORTH). FOLLOW BOOTH FALLS ROAD TO THE PARKING LOT AT THE ENO OF THE ROAD. FOLLOW THE PAVED ROAD TO THE RIGHT, PAST THE END OF THE NARROW PAVEMENT, UP THE HILL TO THE R7 TREATMENT FACILITY AND TANK 5. ADDRESS: 3095 BOOTH FALLS ROAD HEADING l WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT 176 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE ROAD. GO EAST ON THE SOUTH FRONTAGE ROAD TO THE MAIN VAIL ROUNDABOUT. CONTINUE EAST ON THE SOUTH FRONTAGE ROAD FOR APPROXIMATELY 2.9 MILES (PAST WELLS R4, AND R2 /R6). GO TO ASPEN LANE VEER TO THE RIGHT. THE WELL HOUSE FOR WELL R -1 WILL BE ON THE LEFT NEAR THE HIGHWAY JUST PAST THE TURN ACROSS FROM 2800 ASPEN LANE ADDRESS: 2855 ASPEN LANE WAIA It2ZN HEADING WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT 176 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE ROAD. GO EAST ON THE SOUTH FRONTAGE ROAD TO THE MAIN VAIL ROUNDABOUT. CONTINUE EAST ON THE SOUTH FRONTAGE ROAD (PAST VAIL VALLEY DRIVE). THE WELL HOUSE FOR WELL R2 /R8 AND THE GOLF COURSE BATHROOMS ARE ON THE RIGHT ON THE GOLF COURSE. ADDRESS; 2450 SOUTH FRONTAGE ROAD HEADING WEST ON 1 -70 FROM VAIL PASS- TAKE EXIT 176 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE ROAD. FROM THE ROUNDABOUT HEAD WEST ON THE SOUTH FRONTAGE ROAD. LOCATED AT THE NORTHEAST CORNER OF MATTERHORN DR. AND SOUTH FRONTAGE ROAD. PROCEED SOUTHEAST 200 FT ALONG BIKE PATH TO WV 7 & B BUILDING. ADDRESS: 1784 MATTERHORN CIRCLE BERRY GREEK WEtle FROM MID VNL TAKE I -70 WEST TO IXR 183, TURN RIGHT (SOUTHWEST) FOLLOW EDWARDS ACCESS ROAD TO MILLER RANCH ROAD. TURN LEFT ON MILLER RANCH ROAD AND FOLLOW TO FREEDOM PARK. WELL HOUSE 15 ON WEST SIDE OF BEACH VOLLEYBALL COURTS. EDWARDS WELL FROM MID VAIL TAKE 1 -70 WEST TO EXIT 163, TURN RIGHT (SOUTHWEST) FOLLOW EDWARDS ACCESS ROAD TO HIGHWAY 6; TURN LEFT. FOLLOW THIS ROAD TO RESERVE ROAD; TURN LEFT (BACK ACROSS THE RIVER). FOLLOW THIS ROAD TO THE TEE. WELL HOUSE 15 ON THE RIGHT NEAR THE RIVER. FROM MID V� E 1 -70 WEST TO EXIT 153, TURN RIGHT (SOUTHWEST) FOLLOW EDWARDS ACCESS ROAD TO HIGHWAY 6; TURN RIGHT. FOLLOW HIGHWAY 6 TO SQUAW CREEK ROAD; TURN LEFT. FOLLOW THIS ROAD TO THE LEFT WHEN IT BRANCHES TO FENNO DRIVE; TURN RIGHT. FOLLOW FENNO DRIVE TO A TEE; TURN LEFT (NOW ELK SPRINGS TRAIL) FOLLOW THIS TO END OF ROAD (MEET WITH ELK SPRINGS COURT.) WELL HOUSE IS LOCATED OFF THE MAIN ROAD ON A GRAVEL DRIVEWAY (TURN RIGHT, HEADING NORTH) - UDLIIY BOX HEADING WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT 175 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE ROAD. THE UTILITY BOX WILL BE LOCATED ALONG THE SOUTH FRONTAGE ROAD, WEST OF VAIL VALLEY DRIVE AND EAST OF FORD PARK. WEI I R4 HEADING WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT 176 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE ROAD. GO EAST ON THE SOUTH FRONTAGE ROAD TO THE MAIN VAIL ROUNDABOUT. CONTINUE EAST ON THE SOUTH FRONTAGE ROAD FOR 1.5 MILES. TURN RIGHT (SOUTH) ON VAIL VALLEY DRIVE (GOLF COURSE ENTRANCE). THE WELL HOUSE IS JUST OVER THE BRIDGE ON THE LEFT BY THE BUS STOP. ADDRESS; VAIL VALLEY DRIVE EAGLE PUVER WATER -AND SANITATION DISTRICT WEST V2UL i AIL_ WEST VAIL WELLS 7 AND 8 l AWi (SERIFS 600) t96p —* I1 Vail, Colorado Ground Water Rule Improvements 2010 mi nw '� auioa� .uiounoa.s F11 i11b Vicinity Map, Location Map, Legends, General Notes, and Drawing Index 0 1' 2 FILENAME 00MOZA19 — SCALE AS NOTED D C s •. . r �,I ;�, BOOTH FALLS BUILDING UTILITY BOX _ (SERIES 200) (SERIES 10000) _ f �— WELL R1 T WELL R4 (SERIES 300) I xOna (SERIES 500) — WELL R71R6 (SERIES 400)x' . GORE VALLEY DRINKING WATER FACILITY j .0 (SERIES 100) .:VST VAIL L ° A 00GO02 PLAN SYMBOLOGY MATERIALS IN PLAN /SECTION GENERAL SYMBOLOGY ABBREVIATIONS � EMBANKMENT SLOPE J�1 NO TES: 1. UTILITIES THAT ARE SUSPENDED ABOVE GRADE ARE ACOUSTICAL CEILING TILE (SECTION) TARGET ELLVATION VAL VE BLDG BUILDING BV BALL VALVE -1.�L DESIGNATED BY THE PREFIX "CH ". ASPHALT (PLAN OR SMALL SCALE SECTION) ARROW INDICATES DIRECTION OF CD CONDENSATE DRAIN CI CORROSION INHIBITOR —50.5— CONTOUR —T— TELEPHONE LINE PLAN PLAN NORTH CL CENTERLINE, CHLORINE VEGETATION (SIZE) ) ( ) ® ASPHALT LARGE SCALE SECTION 1 /a" = 1' -0• ARCHITECTURAL NC CONCRETE CV CHECK VALVE E— ELECTRIC LINE CVT CULVERT • CO CLEAN Our F— FIBER OPTIC GATT INSULATION (SECTION) qM SECTION J.Elgg ROOM NAME DI DUCTILE IRON MH MANHOLE COMMUNICATION FLAG INDICATES DIRECTION XX -XX ROOM NUMBER DI DIAMETER O MW MONITORING WELL ® BRICK MASONRY (PLAN /SECTION) X OF SECTION CUT - --------- -- DTL DETAIL _ HANDRAIL AND GUARDRAIL XXX __`­ SHEET WHERE XX DOOR NUMBER EFFLUENT 0 PZ PIEZOMETER PIPELINE CHECKERED PLATE (PLAN) SECTION VIEW IS LOCATED EFF . C6 STORM DRAIN CATCH BASIN A COLUMN GRID LINE EL ELEVATION ESEW EMERGENCY SHOWER 5 EYEWASH LARGE PIPELINE CONCRETE (PLAN /SECTION) SECTION CUT MARKER EXIST, EX EXISTING .UV UTILITY VAULT - lIDL11Y BENEATH STRUCTURE SECTION 1.EIIE8 WALL TYPE FCA FLANGED COUPLING ADAPTOR DRAIN APP POWER POLE y-�-y-y---�-y--� RAILROAD CONCRETE MASONRY (PLAN /SECTION) SECTION % FD FOUNDATION FE FLOW ELEMENT a-- Ldp- J- J-- LJ-L -L XXX O WINDOW TYPE FF FINISHED FLOOR ATp TELEPHONE POLE ® DEMOLITION (PLAN /SECTION) 3 /B" = 1' -0' FL FLUORL DE K f}i FIRE HYDRANT -^ - —� DRAINAGE FLOW •SHEET WHERE SECTION VIEW IS FW FINISHED WATER EARTH (SECTION) FIRST CUT GAL GALLON * YH -X YARD HYDRANT NATURAL WATERWAY ��� GB GRADE BREAK x 75.5 EXISTING SPOT ELEVATION CHAIN LINK FENCE FILTER POINT MAT (PLAN) DETAIL NUMBER � <3 GLASS TYPE M GALLON PER MINUTE GP GATE VALVE GV 75.8 FINISHED SPOT ELEVATION o- -� FIELD FENCE X %X ACCESSORY, FURNITURE HORIZ HORIZONTAL HWL HIGH WATER LEVEL PROPERTY LINE ® FINISHED WOOD (SECTION) DETAIL 5 LHERE & MISCELLANEOUS EQUIPMENT IDENTIFIER A HORIZONTAL CP -X, ID INSIDE DIAMETER CONTROL POINT DETAIL MARKER IE INVERT ELEVATION CENTERLINE GL.J -LAM LUMBER (SECTION) KEY NOTE DESIGNATION IN V INVERT BENCHMARK -- R9 - -- ROCK BERM GRANULAR FILL (SECTION) DETAIL NUM13FR KEY NOTE NUMBER L LENGTH LWL LOW WATER LEVEL SF DETAIL IDENTIFICATION APPROXIMATE - -- - -- SILT FENCE XXX MAX MAXIMUM -•X• LOCATION OF S AND TH OIL TEST HOLE L-� GRATING (SECTION) 3 = 1' -0" REPRESENTATIVE MIN MINIMUM --- - - - - -_ EASEMENT DRAWING WHERE DETAIL MP METERING PUMP — 1 DOWNGUY _ LIMITS OF CONSTRUCTION GRATING (PLAN) WAS CALLED OUT N NORTH m EXTERIOR PAD MOUNTED _ - - - -_ ROW ELEVATION NG NATURAL GAS NO NUMBER TRANSFORMER GROUT (SECTION) IDENTIFICATION NPW NON- POTABLE WATER . POLE MOUNTED TRANSFORMER ELEVATION LETTER NTS NOT TO SCALE Y ELECTRICAL HANOHOLE OR MANHOLE GYPSUM BOARD (SECTION) 3" = 1 -D XXX OFL OVERFLOW LINE • SHEET WHERE PDL PLANT DRAIN LINE Y - MHX OR HHX WHERE X INDICATES METAL (SECTION) POINT OF VIEW MARKER PRV PRESSURE REDUCING VALVE SEQUENCE NUMBER CAN BE FOUND PT POINT PV PLUG VALVE WATER MANHOLE ORIENTED STRAND BOARD (SECTION) PVC POLYVINYL CHLORIDE AREASHOWN CSHEET ALL-OUT AND PW POTABLE WATER WATER VALVE DETAIL O SAME 5 ELT, NUMBER IS REPLACED BY A LINE { -). PO POWER POLE Vail PARTICLE BOARD (SECTION) � , , RD ROOF DRAIN RWS RAW WATER SUPPLY WT POLE FIRE HYDRANT W of To ' " EW ED FOB � PLYWOOD (LARGE SCALE SECTION) XX %XXXXXX Q Q4 0 S SLOPE SAN SANITARY MONITORING WELL .. IRRIGATION CONTROL BOX REV I GONipt_IA C PLYWOOD (SMALL SCALE SECTION) DETAIL MARKE DETAIL MARKER FOR REFERENCING DETAILS i 1 SAMPLE SST STAINLESS STEEL SST ST STM STORMWATER - STA STATION ELECTRIC SWITCH CABINET ' / { �� y PRECAST CONCRETE (PLAN/SECTION) BOUND IN SPECIFICATIONS OR SEPARATE VOLUME. /// O O VENT PIPE ` D ate • �+ ,/� HA PAS O !, aYfi�7 TOW T OPOF OF CONCRETE TOW T • SENSOR � � ` A RICID INSULATION (SECTION) ELEVATION LETTER � � TOP TOP OF PIPE TYP TYPICAL ® DECIDUOUS TREE -�•�� By �� 1 1 ` RIPRAP (PLAN /SECTION) ARROW INDICATES ARC- 400410 VERT VERTICAL PINE TREE X POINT OF VIEW VNT VENT ® BUSH Code: SAND (SECTION) XX ` SHEET WHERE +/ ` W/ WITH WL WATER LINE ' ■ -X -X FENCE ELEVATION IS LOCATED � t FD WST WASTE WS WATER SURFACE � THRUST BLOCK � SOD (SECTION) ARG / 3 j SINGLE ELEVATION OR PHOTO MARKER ZN ZINC ORTHOPHOSPHATE n CATHODIC PROTECTION TEST STATION WEEP JOINT MORTAR g I PROTECTION SYSTEM (SECTION) ® WOOD - CONTINUOUS (SECTION) ELEVATION LETTER GENERAL NOTES WOOD BLOCKING (SECTION) ARROW INDICATE POINT OF 1. THIS 15 A STANDARD SHEET SHOWING COMMON ELEVATION SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY X X USED ON THIS PROJECT. X INDICATES SHEET WHERE ELEVATION IS LOCATED 2. SCREENING OR SHADING OF WORK IS USED TO A-11— INDICATE EXISTING COMPONENTS OR TO DE- EMPHASIZE PROPOSED IMPROVEMENTS TO MULTIPLE ELEVATION OR PHOTO MARKER HIGHLIGHT SELECTED TRADE WORK. REFER TO nc CONTEXT OF EACH SHEET FOR USAGE PROJECT MANAGER SARAH C. CLARK [L� ea O C• � STRUCTURAL P.E. J. BLACK Q`A� � _GI - yy Ground Water General Legend and Abbreviations STRUCTURAL DESIGN J. MITCHELL 0: C� +� I a 7 • s p `ag �� Rule ARCHITECTURAL R. ANDREW PROCESS 7.OUIGL ODTKER j • e 1r1.f Improvements MECHANICAL. B. ALLERHEIUCEN ELECTRICAL K. BUECHLER 2• FILENAME OOG003.drg SHE T � ••••� O I • O 70 / 75 2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON 1 SCALE AS NOTED p � O r �� ) V811, Colorado 2010 OOG003 ISSUE DATE DESCRIPTION PROJECT NUMBER 000DO000009230 JV J 2 3 4 tai FLEXIBLE CONNECTION ."` FLEXIBLE DUCT tom 9Ic� - 4/�- �#3EF- ACOUSTICAL L INING - DIMENSION DUCT WIDTH) DUCT DIMENSI ONS FOR NET -- FREE AREA SIZE �.. SUPPLY AIR REGISTER OR --10� GRILLE - W /DUCT- MOUNTED N CUT) EXTRACTOR SIZE COUPLING M EXHAUST AIR OR RETURN I AIR REGISTER OR GRILLE SIZE C M EXHAUST AIR OR RETURN J AIR REGISTER OR GRILLE SIZE CFM SUPPLY AIR ASSEMBLY s< SQUARE DIFFUSER SIZE HOSE VALVE, HOSE BIBB, OR C M FLUSHING CONNECTION ti SUPPLY AIR ASSEMBLY 11;F4 ROUND DIFFUSER ® FO -X WALL LOUVER X - TYPE DESIGNATED IN SPECIFICATIONS ACCESS DOOR SECTION PLAN SECTION M UC 3/4' O BELL UP (PLAN) UNDERCUT DOOR 3/4' BELL UP (SECTION OR SCHEMATIC) ACCESS DOOR OR ❑ ACCESS PANEL IN AIR TOOL ASSEMBLY DUCTWORK AUTOMATIC VALVE STATION INTAKE PRESSURE - REDUCING STATION RELIEF HOOD OD RECTANGULAR DUCT OR OPENING DOOR GRILLE 18x24 SIZE - FIRST NUMBER INDICATES SZE OF SIDE SHOWN COIL AIR FLOW BACKDRAFT DAMPER RECTANGULAR DUCT INCLINE - RISE OR DROP IN RESPECT TO THE AIR FLOW EXHAUST ROOF ROUND DUCT INCLINE - VENTILATOR PROPELLER R OR 0 RISE OR DROP IN RESPECT OR CENTRIFUGAL TYPE -�-}- PROPELLER WALL FAN [P ROOM AIR CONDITIONING T 9' -10' UNIT B 9 -0 INTAKE /EXHAUST LOWER 1 Bx10 DUCT ELEVATION TAG SUPPLY, RETURN OR \ \�JJ EXHAUST FAN PRESSURE/TEMPERATURE TEST AIR FILTER PI SINGLE LINE I DOUBLE LINE ISOLATION ---I O i /�-- -- tom 9Ic� - 4/�- �#3EF- BALL VALVE BUTTERFLY VALVE DIAPHRAGM VALVE GATE VALVE GLOBE VALVE KNIFE GATE VALVE NEEDLE VALVE PINCH VALVE PLUG VALVE THREE -WAY BALL VALVE THREE -WAY PLUG VALVE DIMENSION DUCT WIDTH) --0Q— -- FLANGED COUPLING ADAPTER Q — (FCA) --10� IAA �- 4 tr' CUT) CONTROL BALL CHECK VALVE CHECK VALVE �K� ---�- DOUBLE -DISK CHECK VALVE -Q - CONE VALVE -iX OR -pIC1- OR -0*- PRESSURE RELIEF VALVE T PRESSURE - REDUCING VALVE a .. AIR RELEASE VACUUM VALVE 4 A =AIR RELEASE VAC = VACUUM PRESSURE- REGULATING VALV 3 -WAY CONTROL VALVE T MISCELLANEOUS -0GN�DGF BACKFLOW PREVENTER �- WATER METER --{Ell VARIABLE AREA METER —{I UNION --ie -� WYE - STRAINER PENETRATION THROUGH STRUCTURE FLEXIBLE HOSE OR TUBING ELI FLEXIBLE PIPING CONNECTION LINE SIZE CHANGE (CONCENTRIC REDUCER) -�— LINE SIZE CHANGE (ECCENTRIC REDUCER) C I LINE TURNING DOWN OI LINE TURNING UP -� BUND FLANGE 5 PIPE BREAK NOTE- MISCELLANEOUS SYMBOLOGY SHOWN 15 FOR SINGLE -UNE PIPING. DOUBLE -LINE PIPING SYMBOLS ARE SIMILAR. IDR MOP CnWrwMY ba �- PIPE JOINT (SEE SPECS FOR 24x18 SUPPLY AIR OR OUTSIDE AIR REQUIREMENTS) DUCT UP (SECTION CUT, FIRST COMPRESSION SLEEVE TYPE DIMENSION DUCT WIDTH) COUPLING SUPPLY AIR OR OUTSIDE AIR FLANGED COUPLING ADAPTER DUCT DOWN (NO SECTION CUT) (FCA) -- [_ --- FLEXIBLE CONNECTION CUT) HARNESSED MECHANICAL MECHANICAL RETURN AIR DUCT DOWN (NO COUPLING SECTION CUT) PRESSURE GAGE (W /COCK) I TRAP C QUICK DISCONNECT EXHAUST AIR DUCT DOWN CAM k GROOVE COUPLING (NO SECTION CUT) CAP OR PLUG _NCO INTERIOR CLEANOUT 2 Xo HOSE VALVE, HOSE BIBB, OR TRANSITION - DOUBLE SIDED FLUSHING CONNECTION -X RECEIVER CONTROLLER 11;F4 HOSE RACK ® FO -X FLOOR DRAIN X - TYPE DESIGNATED IN SPECIFICATIONS HAND- OFF -AUTO FOR SUPPLY AIR W /EXTRACTOR M PIPE IN SECTION O BELL UP (PLAN) YBU BELL UP (SECTION OR SCHEMATIC) Y D DRAIN (SECTION OR SCHEMATIC) F A - T - A - 1 AIR TOOL ASSEMBLY AVS AUTOMATIC VALVE STATION PRS PRESSURE - REDUCING STATION PLUMBING SYMBOLOGY Vi VENT (VT) - - - - - -- POTABLE WATER, COLD (PWC) ---- - - - - -- POTABLE WATER, HOT (PWH) iown of Vail REVIEWED FOR COL COMPLIA C Date: �- By: Code: HVAC SYMBC I m0VLw T 24x18 SUPPLY AIR OR OUTSIDE AIR DUCT UP (SECTION CUT, FIRST TEMPERATURE CONTROL DIMENSION DUCT WIDTH) TEMPERATURE CONTROLLER SUPPLY AIR OR OUTSIDE AIR DUCT DOWN (NO SECTION CUT) RETURN AIR DUCT UP (SECTION TEMPERATURE TRANSMITTER CUT) TS TEMPERATURE SWITCH RETURN AIR DUCT DOWN (NO SECTION CUT) O ® EXHAUST AIR DUCT UP (NO C SECTION CUT) EXHAUST AIR DUCT DOWN O (NO SECTION CUT) ® ROUND ELBOW UP �I ROUND ELBOW DOWN O R TRANSITION - DOUBLE SIDED NC HEATING COIL TRANSITION - ONE SIDED RECEIVER CONTROLLER TRANSITION - RECTANGULAR TO ROUND DUCT DIRECT EVAPORATIVE STANDARD BRANCH - HAND- OFF -AUTO FOR SUPPLY AIR W /EXTRACTOR M AND RETURN AIR W/O EXTRACTOR 0 ELBOW - W/TURNING VANE (RECTANGULAR) �{ -{; ELBOW - W/TURNING VANES coouNC COIL N . (RECTANGULAR), SMOOTH RADIUS I DAMPER ACTUATOR GOOSENECK HOOD (COWL) EH RECTANGULAR DUCT OR OPENING INDICATOR 18x24 SIZE - FIRST NUMBER INDICATES SZE OF SIDE SHOWN COIL 18' DIA ROUND DUCT SIZE FREEZE STA7 RECTANGULAR DUCT INCLINE - RISE OR DROP IN RESPECT TO THE AIR FLOW FIRE STAT ROUND DUCT INCLINE - R OR 0 RISE OR DROP IN RESPECT FREQUENCY DRIVE) TO THE AIR FLOW DIFFERENTIAL PRESSURE SWITCH 18x24 HIDDEN DUCT T 9' -10' CAV CONSTANT AIR VOLUME BOX WITH REHEAT COIL B 9 -0 SMOKE DETECTOR 1 Bx10 DUCT ELEVATION TAG ABOVE FINISH FLOOR H PRESSURE/TEMPERATURE TEST FLOW SWITCH PLUG (PETE PLUG OR EQUAL) PS —i SOUND ATTENUATOR BOX WITH REHEAT COIL TLrSD Zff SPUTTER DAMPER SWITCH VD BDD VO = VOLUME DAMPER - -- D - ^- BDD = BACKDRAFT DAMPER MOTOR OPERATED DAMPER 1� MINIMUM POSITION RELAY 'F I FIRE DAMPER SMOKE DAMPER SMOKE AND FIRE DAMPER 'ROJECT MANAGER SARAH C. CLARK 1 J J. MITCHELL R. ANDREW :LECTRIC K. BUECIIR DRAWN BY R. NELSON T NUMBER 1000000000092383 EGIS 5 �• 4n9 . Vail, Colorado Ground Water Rule Improvements 2010 General Mechanical Legend 0 1' 2 FILENAME DOG004Ad g SCALE I AS NOTED R C 3 I m0VLw T AIR FLOW SCHEMATIC AND TEMPERATURE CONTROL 7C TEMPERATURE CONTROLLER DIAGRAM SYMBOLOGY TEMPERATURE TRANSMITTER CHILLED WATER TS TEMPERATURE SWITCH COOLING COIL O THERMOSTAT C O TEMPERATURE INDICATOR HOT WATER O R PERCENTAGE TIMER NC HEATING COIL RC RECEIVER CONTROLLER DIRECT EVAPORATIVE HAND- OFF -AUTO COOLER F M MOTOR STARTER 0 DIRECT EXPANSION coouNC COIL N . M ❑ DAMPER ACTUATOR EH O PRESSURE INDICATOR ELECTRIC HEATING COIL FRZ FREEZE STA7 C FIRE STAT a (VARIABLE FREQUENCY DRIVE) DIFFERENTIAL PRESSURE SWITCH H CAV CONSTANT AIR VOLUME BOX WITH REHEAT COIL SD SMOKE DETECTOR C H FLOW SWITCH VAV VARIABLE AIR VOLUME PS PRESSURE BOX WITH REHEAT COIL SWITCH C - -- D - ^- TIME DELAY O MINIMUM POSITION RELAY MISCELLANEOUS SYMBOLOGY O SIGNAL O ANALOG MIST EUMINATCR OUTPUT O ANALOG INPUT ACTIVATED CARBON OR CHEMICAL FILTER O DIGITAL OUTPUT D7 CENTRIFUGAL PUMP DIGITAL INPUT C COMMON PORT S SIGNAL PORT NO NORMALLY OPEN SPRAY NOZZLE /HUMIDIFIER NC NORMALLY CLOSED i BALANCING VALVE RHC I RESISTANCE HEATING CONTACTOR 7A TEST -AUTO TEA TEST- OFF -AUTO --- -- - -- ELECTRIC SIGNAL GENERAL NOTES: PIPING 1. THIS IS A STANDARD PROCESS, MECHANICAL AND PLUMBING BULB -TYPE THERMOSTAT SYMBOLOGY SHEET. ALL SYMBOLS ARE NOT NECESSARILY USED-ON THIS PROJECT. 2. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. 3. SEE INSTRUMENTATION LEGEND SHEET FOR PROJECT - SPECIFIC EQUIPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM ABBREVIATIONS. �• 4n9 . Vail, Colorado Ground Water Rule Improvements 2010 General Mechanical Legend 0 1' 2 FILENAME DOG004Ad g SCALE I AS NOTED R C 3 1 2 3 4 5 6 7 Town of Vail REVIEWED FOR CODE COMPLI CE Date: / By: f'' - M OO , A fir MECHANICAL LEGEND PROJECT MANAGER STRUCTURAL P.E. SARAH C. CLARK J. BLACK MISCETIANEOUS PIPING Ground Water Rule Improvements Vail, Colorado 2010 DUCTWORK 51, 20x12 (S1) SUPPLY GRILLE, NECK SIZE, CFM DUCTWORK (CONT.) -� STRUCTURAL DESIGN J. MITCHELL 700 CFM f�j VOLUME DAMPER MANUAL OPERATION m F & T TRAP PROCESS T.QUIGLEY /S.BODTKER 0 THERMODYNAMIC TRAP RI, 2002 (R1) RETURN OR (E1) EXHAUST GRILLE, y AUTOMATIC DAMPERS MOTOR OPERATED 700 CFM I NECK SIZE, CFM SEC, D FILENAME Q BUCKET TRAP 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY ® THERMOSTATIC TRAP ---- - -- -- AS NOTED AIR D RG ACCESS DOOR (AD), ACCESS PANEL (AP) PROJECT NUMBER 000000000092383 20 x 12 GR m EXHAUST OR RETURN DEVICE AD ® FLOAT TRAP 700 CFM (INDICATE TYPE) HW DOMESTIC HOT WATER 20 0 SUPPLY OUTLET, COUNG ROUND TYPE AS SPECIFIED ( ) FD AD FIRE DAMPER: SHOW VERTICAL PO -/ CW DOMESTIC COLD WATER 700 CFM INDICATE FLOW DIRECTION "D SHOW HORIZ. POS. . � OF UNDER FLOOR 20 x 12 SUPPLY OUTLET, COUNG, RECTANGULAR 50 ` SMOKE DAMPER 700 CFM (TYPE AS SPECIFIED) INDICATE FLOW DIRECTION \t \t OPPOSED BLADE DAMPERS rp TURNING VANES VALVES & FITTINGS fffl PARALLEL BLADE DAMPERS VVVVVVVWn FLEXIBLE DUCT ---D4— GLOBE VALVE 12 x 6 FLEXIBLE CONNECTION ---�}— 0, S. & Y GATE VALVE W/ TAMPER SWITCH - -->' DDG DOOR GRIME GATE VALVE ( ) UNIT HEATER (VERTICAL) -- WAFER CHECK VALVE TEMPERATURE CONTROLS —D� HOSE GATE VALVE UNIT HEATER (HORIZONTAL) PLUG VALVE OR BALANCING COCK OT THERMOSTAT O POWER OR GRAVITY ROOF ® OUTDOOR AIR THERMOSTAT CIIQ NEEDLE VALVE VENTILATOR- EXHAUST (ERV) -mac! -- STRAJNER O POWER OR GRAVITY ROOF VENTILATOR- SUPPLY (SRV) O Q TEMPERATURE SENSOR NIGHT THERMOSTAT --iQ— PRESSURE RELIEF VALVE POINT OF CHANGE IN DUCT CONSTRUCTION (BY (0) MANUAL OVER -RIDE SWITCH STATIC PRESSURE CLASS) D FMCS SENSOR MOTOR OPERATED GATE VALVE 20 12 DUCT (1ST FlGURE, SIDE SHOWN 2ND FIGURE, ( 2) PRESSURE SENSOR —pla— SOLENOID VALVE SIDE NOT SHOWN) p HUMIDITY SENSOR PRESSURE REDUCING VALVE ACOUSTICAL LINING DUCT DIMENSIONS FOR NET FREE AREA -- -per= -- FLOAT OPERATED VALVE DIRECTION OF FLOW F— BUTTERFLY VALVE ® DUCT SECTION (SUPPLY) GENERAL NOTES: 1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE DUCT SECTION (EXHAUST OR RETURN) PER O THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT —{�I -- BALL VALVE 2. ADDITIONAL LEGENDS AND /OR ANOTHER LEGEND, SHEET MAY APPEAR IN ------ tO ELBOW DOWN 1' MCUNED RISE (R) OR DROP (D) THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN UEU OF [� ARROW IN DIRECTION OF AIR FLOW SYMBOLS SHOWN ON THIS SHEET. —+O ELBOW UP TRANSITIONS: GIVE SIZES �G1F— TEE DOWN { NOTE F.O.T. (FLAT ON TOP) OR 4GI— TEE UP F.Q.B. (FLAT ON BOTTOM), IF APPLICABLE - -� CAP STANDARD BRANCH FOR SUPPLY &RETURN (NO SPUTTER) —+�— UNION ----D PIPE INCREASER OR DECREASER SPUTTER DAMPER 1-- FLANGE — 1 BUND FLANGE Town of Vail REVIEWED FOR CODE COMPLI CE Date: / By: f'' - M OO , A fir 8 D B A PROJECT MANAGER STRUCTURAL P.E. SARAH C. CLARK J. BLACK Ground Water Rule Improvements Vail, Colorado 2010 MECHANICAL SYMBOLS AND GENERAL NOTES STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY /S.BODTKER MECHANICAL B. ALLERHEIUGEN ELECTRICAL K. BUECHLER 0 1' 2- FILENAME OOG005.drg _! - SHEET ��++lf OOV{IU5 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY - SCALE ---- - -- -- AS NOTED ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 8 D B A x X O IOOAF 20A OR >60AT O 3P O LOW - VOLTAGE CIRCUIT BREAKER (CB). RATINGS AND NO. OF POLES AS SHOWN. 100 KVA NON -MOTOR LOAD WITH DESIGN KVA, KW, OR AMP O O�f��� V NORMALLY OPEN LEVEL SWITCH, CLOSE ON RISING LEVEL X X z C DOUBLE -FACED CEILING OR WALL - MOUNTED CR O FIRE ALARM CONTROL RELAY 3 P WHEN SPECIFIC TYPE IS REQUIRED, X INDICATES TYPE. Y Y EXIT LIGHT; DIRECTIONAL ARROWS IF REQUIRED ( ) AS INDICATED ON PLANS 6 FIRE ALARM CONTACT, FLOW SWITCH TYPES: NORMALLY CLOSED LEVEL SWITCH, X SINGLE -FACED CEILING WALL MCCB MOLDED CPT CONTROL POWER TRANSFORMER (CPT) OPEN ON RISING LEVEL �0 X ® � OR - MOUNTED EXIT LIGHT; GHT; DIRECTIONAL ARROWS (IF REQUIRED) AS T5 FIRE ALARM CONTACT, TAMPER SWITCH - CASE ICCR O� Y INDICATED ON PLANS - INSULATED CASE P - LOW - VOLTAGE POWER �\ SH CLOSE ON INCREASING PRESSURE X •"� AREA OR ROADWAY LIGHT - POLE- MOUNTED PS FIRE ALARM CONTACT, PRESSURE SWITCH M MCP -MOTOR CIRCUIT PROTECTOR (RATING PER CONNECTED LOAD) VOLTAGE TRANSFORMER (VT OR PT) O'TQ d NORMALLY CLOSED PRESSURE SWITCH, OPEN ON INCREASING PRESSURE LIGHTING FI XTURE SUBSCRIPTS O AND SMOKE AND DUCT DETECTOR CB SEPARATELY MOUNTED CIRCUIT BREAKER; SEE X - INDICATES FIXTURE TYPE PER LIGHTING X % ELECTRICAL ONE LINE DIAGRAM OR SCHEDULE FOR DESCRIPTION CURRENT TRANSFORMER (CT) O NORMALLY OPEN LIMIT SWITCH, FIXTURE SCHEDULE Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD SUBSCRIPT : I - IONIZATION TYPE GFP GROUND FAULT PROTECTION CLOSE ON REACHING LIMIT $ z - INDICATES CONTROUJNC SWITCH (IF REQUIRED) P - PHOTOELECTRIC TYPE oO .cT NORMALLY CLOSED LIMIT LIMIT SWITCH. X TOGGLE SWITCH OX HEAT DETECTOR 52 WH UTILITY WATT -HOUR METER PER UTILITY REQUIREMENTS OPEN ON REACHING LIMIT SUBSCRIPTS• X - INDICATES TYPE SUBSCRIP T: MEDIUM - VOLTAGE CIRCUIT BREAKER NONE - SINGLE POLE R/C - RATE COMPENSATION 17 - - - --0 FIELD WIRING EXTERNAL TO CONTROL PANEL 3 - THREE-WAY R/F - COMBINATION RATE OF RISE -�' FUSE. SIZE. AND NUMBER OF FUSES AS NOTED DMP DIGITAL METERING PACKAGE -- %� -- INTERLOCK; TYPE 4 - FOUR -WAY HP - TOGGLE SWITCH, HORSEPOWER RATED AND FIXED TEMP R - RATE OF RISE FUSED CUTOUT, T, CURRENT RATING. FUSE SIZE. X INDICATES - KEY SWITCH F - FIXED AND NUMBER OF POLES A5 NOTED O RUN TIME METER TYPES TE - MANUAL MOTOR STARTER WRTH THERMAL ELEMENT E - ELECTRICAL P - PILOT LIGHT ED ALARM BELL �- FUSIBLE SWITCH, CURRENT RATING, FUSE SIZE, M - MECHANICAL L - LIGHTED HANDLE ��L�� AND QUANTITY AS NOTED = OFF" K - KEY Y - INDICATES CONTROLLING ITCH (IF REQUIRED) SWITCH L ALARM HORN -� NON -FUSED SWITCH, CURRENT RATING, AND NUMBER OF POLES AS NOTED _ GROUND HAND AUTO X00 3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTS; UNLESS OTHERWISE SPECIAL - PURPOSE RECEPTACLE AS DEFINED ON PLANS ALARM FLASHING LIGHT NOTED, 2-POSITION SIMILAR LIGHT � DISCONNECT OR DRAWOUT CONNECTION LIGHTNING ARRESTER - -a-L 00X PLUG -IN RECEPTACLE STRIP, QUANTITY AND SPACING OF COMBINATION UNIT A v & A v MAGNETIC MOTOR STARTER AND SEPARATELY MOUNTED COMBINATION MAGNETIC SPD LOW VOLTAGE SURGE PROTECTIVE DEVICE 0 0 O O NORMALLY OPEN PUSHBUTTON, MOMENTARY CONTACT UNLESS OTHERWISE NOTED H RECEPTACLES AS NOTED OR SPECIFIED TELECOMMUNICATIONS OUTLET JUNCTION BOX ALARM HORN AND FLASHING UGHT X COMBINATION UNIT B 0 MOTOR STARTER ELECTRICAL CONNECTION n i n NORMALLY CLOSED PUSHBUTTON, MOMENTARY CONTACT UNLESS OTHERWISE NOTED X QUAD- DUPLEX RECEPTACLE, TWO NEMA 5 -20R SUBSCRIPT: NONE - GENERAL ALARM & D v D o MOTOR CONTROLLER AND SEPARATELY MOUNTED MOTOR CONTROLLER WITH —'— INDICATING LIGHT, X INDICATES LENS COLOR Y % UNDER COMMON COVER PLATE DEVICE F - FIRE ALARM DEVICE SHORT CIRCUIT PROTECTION AND DISCONNECT + OR OR — NO ELECTRICAL CONNECTION PUSH TO TEST INDICAT NG %INDICATES � DUPLEX RECEPTACLE, NEMA 5-20R MOTOR STARTER AND CONTRO I R SIB RIPT�: - .�� _„ _ �� LIGHT, LENS COLOR X A - MAGNETIC STARTER NEMA SIZE O OR SOLENOID VALVE LENS COLORS: �Y SIMPLEX RECEPTACLE, NEMA 5 -20R B - STARTER TYPE 11" R - RED Y - YELLOW SUBSCRIPTS: NONE - FULL VOLTAGE NON - REVERSING (FVNR) G - GREEN W - WHITE X - INDICATES TYPE FVR - FULL VOLTAGE REVERSING B - BLUE A - AMBER GFCI - GROUND FAULT CIRCUIT INTERRUPTER 2S - TWO SPEED % CONTROL/RELAY COIL; X INDICATES TYPE. Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD RVAT - REDUCED VOLTAGE AUTO TRANSFORMER Y Y INDICATES LOOP NO. WHEN USED O TRANSFORMER vn (� f W-1 C - CONTROL DIAGRAM OR CONTROLS SCHEDULE NUMBER (IF REQUIRED) TYPES: CR - CONTROL RELAY DP - DEFINITE PURPOSE RELAY SS SELECTOR SWITCH —� CONDUIT TURNING UP ` FOR r-0r1r LC - LIGHTING CONTACTOR PB PUSHBUTTON CONDUIT TURNING DOWN . ''VI EWED D - CONTROLLER TYPE VFD - VARIABLE FREQUENCY DRIVE L- MOTOR STARTER 7 r H I CJ - SS - SOLID STATE PC - PHOTO CELL TC - TIME CLOCK IC INSTRUMENTATION /CONTROL DEVICE ��\ HOME RUN TO PANEL. 2 ,#12, 1 #12G IN 3/4'C UNLESS OTHERWISE NOTED SEPARATELY MOUNTED COMBINATION MOTOR TR - TIMING RELAY CONTROL PANEL INTEGRAL OR PROVIDED WIT}+6. r y STARTER OR CONTROLLER; SEE ELECTRICAL ONE - LINE DIAGRAM OR SCHEDULE FOR NORMA NORMALLY OPEN CONTACT (N.O.) ASSOCIATED EQUIPMENT CIRCUIT RUN BETWEEN DEVICES EXPOSED IN . -e• - - -- - - -- DESCRIPTION - NORMALLY CLOSED CONTACT (N.C.) L1��L�� ter CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL OR NON - ARCHITECTURALLY FINISHED AREAS; CONCEALED IN ARCHITECTURALLY FINISHED l PROVIDED WITH ASSOCIATED EQUIPMENT AREAS. CONDUIT AND CONDUCTOR SIZES SHALL _T _ - THERMAL OVERLOAD ELEMENT NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON CLOSING AFTER COIL 15 JUNCTION OR PULL BOX B + tea E THE SAME AS THE HDMERUN FOR THE CIRCUIT. de a �- OL �I� THERMAL OVERLOAD RELAY CONTACT ENERGIZED 11_ PANELBOARD (250V TO 600V) -------- �„J CONDUIT RUN BETWEEN DEVICES CONCEALED IN NORMALLY CLOSED TIME DELAY RELAY CONTACT NON - ARCHITECTURALLY FINISHED AREAS OR it WITH TIME DELAY ON OPENING AFTER COIL IS UNDER FLOOR SLAB. CONDUIT AND CONDUCTOR DISCONNECT OR SAFETY SWITCH, 30A, 3P, ENERGIZED ® PANEILBOARD (LESS THAN 25OV) SIZES SHALL BE THE SAME AS THE HOMERUN NON -FUSED UNLESS OTHERWISE NOTED NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON OPENING AFTER COIL IS O ELECTRICAL EQUIPMENT ENCLOSURE: SWITCHBOARD, FOR THE CIRCUIT. CIRCUIT HASH MARKS (WHEN INDICATED); DE- ENERGIZED MOTOR CONTROL CENTER, CONTROL PANEL, OR OTHER LONG, SHORT, SINGLE DOT, AND DOUBLE DOT 7 1/2 OR HP EQUIPMENT AS INDICATED REPRESENT PHASE, NEUTRAL, EQUIPMENT MOTOR WITH DESIGN HORSEPOWER NORMALLY CLOSED TIME DELAY RELAY CONTACT WITH TIME DELAY ON CLOSING AFTER COIL 15 GROUND, AND ISOLATED EQUIPMENT GROUND, (WHEN INDICATED) DE- ENERGIZED PC PHOTOCELL RESPECTIVELY. 1 / 3 4' CONDUIT UNLESS OTHERWISE INDICATED. O� O NORMALLY OPEN TEMPERATURE SWITCH; CLOSE ON RISING TEMPERATURE X z CEIUNG /PENDANT - MOUNTED LUMINAIRE - HID, --- -� CIRCUIT CONTINUATION G GENERATOR Y COMPACT FLUORESCENT, OR INCANDESCENT 3 CONDUIT STUBBED OUT AND CAPPED NORMALLY CLOSED TEMPERATURE SWITCH; OPEN ON RISING TEMPERATURE iY'S X ')Z4 Y WALL- MOUNTED LUMINAIRE - HID, COMPACT FLUORESCENT, OR INCANDESCENT XXX CONDUIT TAG OR CIRCUIT NUMBER - WIRE AND TRANSFER SWITCH, CURRENT RATING, AND CONDUIT SIZE AS SPECIFIED N CIRCUIT MATS NUMBER OF POLES AS NOTED �o NORMALLY OPEN FLOW SWITCH CEIUNG /PENDANT - MOUNTED FLUORESCENT SCHEDULE ON THE SHEETS ATS - AUTOMATIC CLOSE ON INCREASING FLOW V FIXTURE MTS - MANUAL NORMALLY CLOSED S WITCH; �� -r7m r Y WALL - MOUNTED FLUORESCENT FIXTURE - - —' GROUND CABLE 1 j I , G F W OPEN ON INCREASING FLOW ® M Y CE ]LING /PENDANT - MOUNTED FLUORESCENT Q GROUND ROD GENERAL NOTES: I TRANSFORMER OCCUPANCY SENSOR FIXTURE NORMAL/EMERGENCY F � FIRE ALARM ANNUNCIATOR 1. THIS IS A STANDARD ELECTRICAL SYMBOLOGY SHEET. NOT ALL SYMBOLS 3- PHASE, 3 -WIRE DELTA CONNECTION X WALL - MOUNTED FLUORESCENT FIXTURE MAY BE USED ON THIS PROJECT. 3- PHASE, 4 -WIRE GROUNDED WYE Y NORMAL /EMERGENCY FACE FIRE ALARM CONTROL PANEL 2. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING CONNECTION �X EMERGENCY LIGHT FIXTURE, 2 ATTACHED HEADS COMPONENTS OR TO DE- EMPHASIZE PROPOSED IMPROVEMENTS Y AS SHOWN O FIRE ALARM MANUAL PULL STATION TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. B NUMBER R OF A WIRES INDICATED sY EM UG TE MOUNTED HEAD PHASE, WHEN 3. SEE P&IO LEGEND SHEET FOR PROJECT- SPECIFIC EQUIPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM �pDO Rf�� ABBREVIATIONS. PROJECT MANAGER SARAH C. CLARK J STRUCTURAL P J. BLACK Ground Water STRUCTURAL DESIGN J. MITCHELL ^`J • rr�^�� 3 '�� Rule General Electrical Legend ARCHITECTURAL R. ANDREW PROCESS �Mg • �� Improvements MECHANICAL B. AL B. ALLERHEIU ERHEI BODTKER �f NIGEN � • • ELECTRICAL K. BUECHLER 0 1' z• FILENAME OOGOO6_d.g SHEt -� n••••••••• VV ��N EN6 �s V 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER ODOOOODCOC92363 Vail, Colorado 2010 SCALE AS NOTED OOGOO6 _1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 PRIMARY ELEMENT SYMBOLOGY INSTRUMENT SYMBOLOGY INSTRUMENT IDENTIFICATION LETTERS CONTROL SWITCH NOTATION ABBREVIATIONS MISCELLANEOUS P & ID SYMBOLOGY FIRST LETTER SUCCEEDING LETTERS —�1 -- ORIFICE PLATE PTTOT TUBE OR ANNUBAR LOCALLY MOUNTED FIELD INSTRUMENTATION O MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER ®xzx A ANALYSIS ALARM MOUNTED ON PANEL FRONT ACK ACKNOWLEDGE ESTOP EMERGENCY STOP B COMBUSTION USERS CHOICE USERS CHOICE USERS CHOICE Fl ROTONETER FAIL FAILURE FOR FORWARD -OFF- REVERSE SONIC OR ULTRASONIC FLOWMETER - MOUNTED INSIDE PANEL FR FORWARD- REVERSE FS FAST -SLOW C USERS CHOICE CONTROL CLOSED M MAGNETIC FLOWML7ER XXX FRONT PANEL MOVNTID ON AUXILIARY PANEL e (SUBSCRIPT INDICATES PANEL) HA HAND -AUTO HOA HAND- OFF -AUTO HOR HAND- OFF -REMOTE LL LEAD -LAG D USERS CHOICE DIFFERENTIAL E VOLTAGE SENSOR (PRIMARY ELEMENT) F FLOW RATE RATIO (FRACTION) FT MASS DISPERSION FLOWMETER LOS LOCAL-OFF- EMOTE FLUME MOUNTED INSIDE AUXILIARY PANEL LR LOCAL- REMOTE LS LEA D- STANDBY _ G USER'S CHOICE GLASS VIEWING DEVICE H HAND HIGH OAC OPEN-AUTO-CLOSE OC OPEN -CLOSE I CURRENT (ELECTRICAL) INDICATE WEIR � PILOT LIGHT OSC OPEN -STOP -CLOSE RJ RUN -JOG --�— PROPELLER OR TURBINE METER ' RJR RUN -JOG- REVERSE SIL SILENCE J POWER SCAN VENTURI TUBE INSTRUMENT FUNCTIONS SHARING COMMON HOUSING 55 START -STOP K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L LEVEL LIGHT LOW VALVES FLOAT SWITCH TE TEMPERATURE ELEMENT WITH THERMOWELL lO COMPLEX INTERLOCK AS DEFINED IN CONTROL DIAGRAM OR IN SPECIFICATIONS SHARED DISPLAY, SHARED CONTROL, MOUNTED M USER'S CHOICE MOMENTARY MIDDLE, INTERMEDIATE i -� Oi BALL VALVE 1 (�� 1 v —i�F -- BImERFLY VALVE R E —,al— CONE VALVE C O 1\� CHECK VALVE } 1 Vail I EW ED FOR CC _ . pLIAN E N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE 0 USER'S CHOICE RE O RIFICE , STR CTION p PRESSURE, VACUUM POINT (TEST) CONNECTION O QUANTITY INTEGRATE , TOTALIZE FG SIGHT FLOW GLASS ® SHARED DISPLAY, SHARED CONTROL, PRIMARY LOCATION - NORMALLY ACCESSI8LE TO OPERATOR PROGRAMMABLE LOGIC CONTROL, PRIMARY LOCATION - NORMALLY ACCESSIBLE TO OPERATOR e PROGRAMMABLE LOGIC CONTROL, FIELD MOUNTED —I[I— DOUBLE DISK CHECK VALVE D'C . O BALL CHECK VALVE R DIAPHRAGM VALVE D. - GATE VALVE C' - CLOSE: VALVE II —{}— KNIFE GATE VALVE �I NEEDLE VALVE I _ _ , - O - R I RADIATION RECORD S SPEED FREQUENCY SAFETY SWITCH LINE TYPES T TEMPERATURE TRANSMIT U MULITVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION MAIN PROCESS LINE SECONDARY PROCESS LINE V VIBRATION, MECH. ANALYSIS VALVE, DAMPER, LOUVER W WEIGHT, FORCE WELL X UNCLASSIFIED X AXIS UNCLASSIFIED AS UNCLASSIFIED UNCLASSIFIED Y EVENT, STATE OR PRESENCE Y AXIS RELAY, COMPUTE, CO NVERT AUXILIARY PROCESS LINE � PINCH VALVE --10! PLUG VALVE ACTUATOR SYMBOLOGY DRI VER, DRIVER, DIRECTION OF FLOW A 15 PNEUMATIC SIGNAL Z POSITION, DIMENSION Z AXIS ACTUATOR, FI CONTROL ELEMENT I I - -l ol -- THREE WAY BALL VALVE 1 —i0i THREE WAY PLUG VALVE Q OPERATOR ABBREVIATIONS: M = MOTOR P = PNEUMATIC I � S = SOLENOID MISCELLANEOUS INSTRUMENTATION - - - - -- ELECTRICAL SIGNAL IXI FLOAT OPERATOR ABBREVIATIONS PRESSURE REDUCING VALVE --� HYDRAULIC SIGNAL — — SOFTWARE OR DATA LINK SIGNAL CONNECTION J SPRING OPPOSED SINGLE ACTING PNEUMATIC CYLINDER DOUBLE ACTING PNEUMATIC CYLINDER (( --Of— PRESSURE REGULATING VALVE OR -Dl�- PRESSURE RELIEF VALVE Al ANALOG INPUT AO ANALOG OUTPUT CL2 CHLORINE (ANALYZER MODIFIER) CO CARBON M NOXIDE ANALYZER MODIFIER) CO2 CARBON DIOXIDE ( ALYZER MODIFIER) COMB COMBU (ANALYZER MODIFIER) DEN DENSITY (ANALYZ R MODIFIER) ) Dt D IGITAL I PUT - - { - -- CROSSOVER - NO CONNECTION 1 —X —X— CAPILLARY PNEUMATIC DIAPHRAGM PNEUMATIC DIAPHRAGM WITH POSITIONER DO DGRAL OUTPUT 00 DISSOLVED OXYGEN ANALYZER MODIFIER) E/P VOLTAGE TO PNEUMATIC FLUORIDE ALYZER F H L 2S HYDROGEN A SULFIDE (ANALYZER MODIFIER) HCL HYDROGEN CHLORIDE (ANALYZER MODIFIER) 1/0 INPUT TPUT ou I/P CUFIR�NT TO PNEUMATIC X AIR RELEASE VACUUM VALVE A =AIR RELEASE V =VACUUM GENERAL NOTES: NOX NITROGEN OXIDE (ANALYZER MODIFIER) 01 OPERATOR INTERFACE 02 OXYGEN (ANALYZER MODIFIE SS IO SUSPENDED (ANALYZER R) TURS TURBIDITY (ANALYZER MODIFIER) WAN WIDE AREA NETWORK 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLS AND ABBREVIATION SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON TH IS P 2. SE GENERAL SYMBOL SHEET FOR MISCELLANEOUS PIPING CROSS REFERENCE SYMBOLOGY TYPES OF POWER SUPPLY SYMBOLS. A PLANT COMPRESSED AIR 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE I_3 CONTINUATION ON DRAWING 1 -3 IA INSTRUMENTATION AIR ES ELECTRIC SUPPLY EXISTING COMPONENTS OR TO DE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK, NG NATURAL GAS REFER TO CONTEXT OF EACH SHEET FOR USAGE. HYD HYDRAULIC 4. VALVE SYMBOLS SHOWN HERE ARE APPLICABLE ONLY TO I -3 CONTINUATION ON DRAWING 1 -3 P&ID'S. SEE GENERAL SYMBOL SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. o R>:crs PROJECT MANAGER SARAH C. CLARK Q � • 116'48 • ¢ ,7 W Ground Water �� Rule �i Improvements General Instrumentation Legend STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS /S.LIGEN R M ECHANICAL S. ALLERHEILGI' S. ALUGEN P ' • ' } ` p" ••r•N•••• v� LECTRICAL K. BUECHLER O 1' 2' FILENAME O00007.dwg _ SHEEP O 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY kPR�CJECT R, NELSON ISSUE DATE DESCRIPTION NUMBER 000000000 2383 �6Q r'O I \ Vail Colorado 2010 SCALE TUTS 000007 D B A 2 3 4 5 I `~� t h f t \ 1 \ r, \ DO NOT BLOCK \J ACCESS TO FACILITY s. EDWARDS f i DRINKING WATER f -\ FACILITY X — EMARDS DWF FACILITY; (� •_ ° I C tiNI WATER `., . P ik RR T I i ® Vicinity Map NO SCALE 6 VA Town of Vail REVIEWED FOR CODE D MPLIAN E ;t Date: de •' Y \1 STAGING AREA C \ EAGLE RIVER vy "N xoRew�•n. �. PROJECT MANAGER SARAH C. CLARK � •• C •• �► (�i i i i 36489 • ////���� ti ••• V ••• t\ ••••• ^ ern u � /O1T 7'1� � Ground Water Rule ImprovementsI Vail, Colorado 2010 Construction Staging Area -( STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.OUIGLEY /S.BODTKER MECHANICAL B. ALLERHEILIGEN ELECTRICAL K. BUECHLER 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON O 1' 2" FlLENAME OOGOOB.d.9 SHEET ISSUE DATE DESCRIPTION PROJECT NUMB SCALE 7' =50' I a N A� D GENERAL NOTES: 1. DO NOT PARK, STAGE EQUIPMENT OR BLOCK ENTRANCE TO REST AREA 2. CONTRACTOR TO CONTACT ERWSO TO GAIN ACCESS PASS TO STAGING AREA SITE. A 2 PIPE SUB GRADE, STABIUZATION MATERIAL IF REQUIRED -- I 8 DISPERSE URGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACK FILL COMPACTION RECUIREMENTS BOULDERS GREATER THAN 18" TO BE REMOVED FROM BACK FILL AND DISPOSED OF OFF SITE. NO R ALLOWED GREATER THAN 6 VARIR NO ROCK ALLOWED GREATER THAN 6 r REVEGETATE ALL AREAS -- DISTURBED BY CONSTRUCTION / 4 TOPSOIL o I .- I ! „ PIPE BEDDING /1 NO SCALE OOCODI L -1- L N 1 -- LENGTHS OF PIPE MEASURED EACH WAY FROM VALVES X AND BENDS. TEE OR VALVE 2- CLAMPS AND RODS NOT ALLOWED FOR 24" AND LARGER PIPES. USE RESTRAINED JOINTS. I 3- M.S.-MILD ER. L N. GRADE i M.-MILD STEEL, H.S. -HIGH STRENGTH L 4 - MINIMUM NRWY 4S' GROUND ROUND CODEVE IIRi R REOEO. 5- BASED ON 250 PSI INTERNAL PRESSURE. FOR L l DESIGNATION A-311. B- M. MEANS MILD STEEL ROD AST.LL STANDARD BEDDING 7- H.S. MEANS NIGH STRENGTH ROD AS.T.Y, STANDARD ZONE DESIGNATION A -193 GRADE 3-7. 9V BEND 6- BUTS SHALL BE AST.M. STANDARD DESIGNATION A -307 GRADE A OR B HEXAGON HEAVY SERIES. 9- SEE TIE ROD DETAIL DRAWING. ALSO. TIE ROD COUPLING Al 4000 f Vail 10- °E GTH REFERS HE AN D OF PE WHICH MUST Y • E D FOR C ®® L E 11- O E TIM THE RODS. TOGETHER AMID 6 NOT NECESSARILY THE LENGTH LENGTH OF TED PIPE CHART IS ALSO FOR THE LENGTH A A I / C //�� OF JOINT RESTRAINT FOR MEGALUGS. [, 12- CROSSES MUST BE RESTRAINED IN A L APPLICABLE DIRECTIONS. �..', l tl 13 -IV AND SMALLER IN LINE VALVES AND TEES SHALL HAVE A MECH. JOINT RESTRAINT DEVICE ON EACH SIDE OF THE FRTING OR VALVE 2 MECHANICAL JOINT RESTRAINT DEVICE SHALL BE PER MS -29 OF Date / / T THE ENGINEERING STANDARDS. 14-A SECOND VALVE WILL BE REQUIRED TO BE CLOSED WHEN pCA1MTINC NEAR 70 AN pISTMG VALVE �y- �_ LENGTH OF TIED PIPE 2 C ode: Lff - NO SCALE DDCOD, ROXIMATELY 45• (TYP) POURED CONCRETE BU NOTES' 1. EXTEND SLURRY BEDDING 12 ABOVE TOP OF PIPE OR LEVEL WITH ADJACENT INTACT ROCK. WHICHEVER IS GREATER. 2. FOR ADDITIONAL TRENCH DIMENSION REQUIREMENTS SEE TYPICAL TRENCH DETAILS 1/4 S.S PLATE 1/4 "x1 S.S. RING S.S. INSECT SCREEN (32x32 MESH) 0.010 DIAMETER WIRE LOCATION TAPE 70 BE PLACED 12 ABOVE TOP OF PIPE OR ANY PROTRUSION �\ TRENCH BACK FILL SEE F COMPACTION SPECIF REQU REMENTS TRENCH BACK FILL COMPACTED 3/4 r \ • .. `... _ , . . SCREENED ROCK UNDISTURBED fi BEDDING ZONE SCIL \r SEE BELOW LOCATION TAPE TO BE PLACED 12' ABOVE TOP PIPE SUB GRADE OF PIPE OR ANY - PROTRUSION TRENCH ZONES PIPE BEDDING ZONE "0" RING CASKET 1/4" -Xi 1/4" S.S. DOLT (TYPICAL OF 4) 010 -32 S.S. FLAT HEAD MACHINE SCREW WITH S.S. HEX NUT (TYPICAL OF 4) 3 Y WARNING TAPE RACTED BACKFlLL NCH SIDE SLOPE, AS NEEDED STABILITY lof,ft��SIe� rr BA "IAG lia��CENTER PIPE IN TRENCH VENT PIPE DETAIL n NO SCALE OOL�1 MIN.I `EXCAVATION LINE MAY BE CURVED TO SHAPE OF TRENCHER, MAINTAIN MIN. OF 6" THICK BEDDING LINER ' GRADING "Sx" GRADING - S" (2 UFTS) CLASS 6 AGGREGATE SE COURSE -UT BACK FROM EXCAVATION SO THERE IS A MINIMUM OF 1 F.T. OF UNDISTURBED SUBGRADE BEYOND THE TRENCH SLURRY BEDDING PIPE EMBEDMENT DETAIL n EMENT REPLACEMENT 5 NO SCALE OD0001 X001 V I IIE II I I II��� � \ TI t aI UNDISTURBED EARTH UNDISTURBED EARTH POURED = 1 III I u .I VA NOTES 1. PLACE 4 MIL POLYETHYLENE BETWEEN CONCRETE AND FITTING. CONSTRUCT BLOCK SUCH THAT CONCRETE DOES NOT INTERFERE WITH THE ADJACENT PIPE JOINT. 2. THE HEIGHT (h) OF THE BLOCK SHALL BE EQUAL TO OR LESS THAN 1/2 THE TOTAL DEPTH FROM FINISHED GRADE TO THE BOTTOM THE BLOCK BUT NOT LESS THAN THE PIPE DIAMETER. 3. THE HORIZONTAL DIMENSION OF THE BEARING AREA SHALL BE BETWEEN 1 AND 2 TIMES THE VERTICAL DIMENSION. 4. THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE CENTER OF THE FITTING CORRESPONDS WITH THE CENTER OF THE THRUST BLOCK. 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI • 28 DAYS. 6. LISTED AREAS ARE BASED ON TEST PRESSURE OF 250 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF 2,000 LBS PER SQUARE FOOT. 7. MINIMUM AREA REQUIRED WILL BE THAT OF A B -INCH FTTING. FITTING SIZES BEARING AREA OF BOCK IN SO. FT. TEE & END 90 BEND 45' BEND -1/2" BEND 11 -1/4" BEND 8" 8.0 11.4 6.2 oaon 1.5 ■oo■oo■0000a00000000000 12.0 17.1 9.25 4.7 204 12 17.1 24.2 13.1 6.7 3.4 � ■�� 29.7 ® ®�mr�mr��m 22.7 11.6 5.8 ®mm 45.8 ® ®a ®oe�vee�■ 17.9 9.0 24'• 67.8 96.0 52.0 26.5 13.3 30 "• 106.1 150 81.1 41.4 20.8 36 "• 152.6 215.9 mom 59.5 ®gym ©�m�mmm ■m ©�moamee ®sere ma��■ ®era ®e�m ®�om� ®gym ®emeem ■■ ©e �seaev■ve�mm� © ®� ©m�a ®ail ■omoom■ L -1- L N 1 -- LENGTHS OF PIPE MEASURED EACH WAY FROM VALVES X AND BENDS. TEE OR VALVE 2- CLAMPS AND RODS NOT ALLOWED FOR 24" AND LARGER PIPES. USE RESTRAINED JOINTS. I 3- M.S.-MILD ER. L N. GRADE i M.-MILD STEEL, H.S. -HIGH STRENGTH L 4 - MINIMUM NRWY 4S' GROUND ROUND CODEVE IIRi R REOEO. 5- BASED ON 250 PSI INTERNAL PRESSURE. FOR L l DESIGNATION A-311. B- M. MEANS MILD STEEL ROD AST.LL STANDARD BEDDING 7- H.S. MEANS NIGH STRENGTH ROD AS.T.Y, STANDARD ZONE DESIGNATION A -193 GRADE 3-7. 9V BEND 6- BUTS SHALL BE AST.M. STANDARD DESIGNATION A -307 GRADE A OR B HEXAGON HEAVY SERIES. 9- SEE TIE ROD DETAIL DRAWING. ALSO. TIE ROD COUPLING Al 4000 f Vail 10- °E GTH REFERS HE AN D OF PE WHICH MUST Y • E D FOR C ®® L E 11- O E TIM THE RODS. TOGETHER AMID 6 NOT NECESSARILY THE LENGTH LENGTH OF TED PIPE CHART IS ALSO FOR THE LENGTH A A I / C //�� OF JOINT RESTRAINT FOR MEGALUGS. [, 12- CROSSES MUST BE RESTRAINED IN A L APPLICABLE DIRECTIONS. �..', l tl 13 -IV AND SMALLER IN LINE VALVES AND TEES SHALL HAVE A MECH. JOINT RESTRAINT DEVICE ON EACH SIDE OF THE FRTING OR VALVE 2 MECHANICAL JOINT RESTRAINT DEVICE SHALL BE PER MS -29 OF Date / / T THE ENGINEERING STANDARDS. 14-A SECOND VALVE WILL BE REQUIRED TO BE CLOSED WHEN pCA1MTINC NEAR 70 AN pISTMG VALVE �y- �_ LENGTH OF TIED PIPE 2 C ode: Lff - NO SCALE DDCOD, ROXIMATELY 45• (TYP) POURED CONCRETE BU NOTES' 1. EXTEND SLURRY BEDDING 12 ABOVE TOP OF PIPE OR LEVEL WITH ADJACENT INTACT ROCK. WHICHEVER IS GREATER. 2. FOR ADDITIONAL TRENCH DIMENSION REQUIREMENTS SEE TYPICAL TRENCH DETAILS 1/4 S.S PLATE 1/4 "x1 S.S. RING S.S. INSECT SCREEN (32x32 MESH) 0.010 DIAMETER WIRE LOCATION TAPE 70 BE PLACED 12 ABOVE TOP OF PIPE OR ANY PROTRUSION �\ TRENCH BACK FILL SEE F COMPACTION SPECIF REQU REMENTS TRENCH BACK FILL COMPACTED 3/4 r \ • .. `... _ , . . SCREENED ROCK UNDISTURBED fi BEDDING ZONE SCIL \r SEE BELOW LOCATION TAPE TO BE PLACED 12' ABOVE TOP PIPE SUB GRADE OF PIPE OR ANY - PROTRUSION TRENCH ZONES PIPE BEDDING ZONE "0" RING CASKET 1/4" -Xi 1/4" S.S. DOLT (TYPICAL OF 4) 010 -32 S.S. FLAT HEAD MACHINE SCREW WITH S.S. HEX NUT (TYPICAL OF 4) 3 Y WARNING TAPE RACTED BACKFlLL NCH SIDE SLOPE, AS NEEDED STABILITY lof,ft��SIe� rr BA "IAG lia��CENTER PIPE IN TRENCH VENT PIPE DETAIL n NO SCALE OOL�1 MIN.I `EXCAVATION LINE MAY BE CURVED TO SHAPE OF TRENCHER, MAINTAIN MIN. OF 6" THICK BEDDING LINER ' GRADING "Sx" GRADING - S" (2 UFTS) CLASS 6 AGGREGATE SE COURSE -UT BACK FROM EXCAVATION SO THERE IS A MINIMUM OF 1 F.T. OF UNDISTURBED SUBGRADE BEYOND THE TRENCH SLURRY BEDDING PIPE EMBEDMENT DETAIL n EMENT REPLACEMENT 5 NO SCALE OD0001 X001 V I IIE II I I II��� � \ TI t aI UNDISTURBED EARTH UNDISTURBED EARTH POURED = 1 III I u .I VA NOTES 1. PLACE 4 MIL POLYETHYLENE BETWEEN CONCRETE AND FITTING. CONSTRUCT BLOCK SUCH THAT CONCRETE DOES NOT INTERFERE WITH THE ADJACENT PIPE JOINT. 2. THE HEIGHT (h) OF THE BLOCK SHALL BE EQUAL TO OR LESS THAN 1/2 THE TOTAL DEPTH FROM FINISHED GRADE TO THE BOTTOM THE BLOCK BUT NOT LESS THAN THE PIPE DIAMETER. 3. THE HORIZONTAL DIMENSION OF THE BEARING AREA SHALL BE BETWEEN 1 AND 2 TIMES THE VERTICAL DIMENSION. 4. THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE CENTER OF THE FITTING CORRESPONDS WITH THE CENTER OF THE THRUST BLOCK. 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI • 28 DAYS. 6. LISTED AREAS ARE BASED ON TEST PRESSURE OF 250 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF 2,000 LBS PER SQUARE FOOT. 7. MINIMUM AREA REQUIRED WILL BE THAT OF A B -INCH FTTING. FITTING SIZES BEARING AREA OF BOCK IN SO. FT. TEE & END 90 BEND 45' BEND -1/2" BEND 11 -1/4" BEND 8" 8.0 11.4 6.2 3.1 1.5 TO" 12.0 17.1 9.25 4.7 204 12 17.1 24.2 13.1 6.7 3.4 16" 29.7 42.0 22.7 11.6 5.8 20 " 45.8 64.8 35.0 17.9 9.0 24'• 67.8 96.0 52.0 26.5 13.3 30 "• 106.1 150 81.1 41.4 20.8 36 "• 152.6 215.9 116.9 59.5 29.9 NOTE: SCHEDULE FOR AWWA C151. CLASS 52 PIPE. 35OPS1 THRUST BLOCK DETAIL n NO SCALE 000001 TIE BACK NOTES- THRUST RESTRAINT ,. ALL EDGES TO BE SAWCUT. 2. IF THE EXISTING ASPHALT WIDTH BETWEEN THE EDGE OF THE TRENCH AND THE LIP OF THE EXISTING GUTTER IS 3' -0 OR LESS, THE EXISTING ASPHALT SHALL BE REMOVED AND REPLACED. D C e A PROJECT MANAGER SARAH C. CLARK •• ^ • ��i • v" C, i�Q • i 3648 0 • V'�v • p ~••M•• V\ 0 Fss� 4� V ` " Ground Water Rule � Improvements x/311 Colorado 2010 General Civil Details STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL ANDREW PROC ESS T. MECHANICAL B. ALLERHEIEN B. AL ERHEI ELECTRICAL K. BUECHLER 1" 2" FlLENN4 E OOCOO1.Owg SHEEi DOy00 1 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON ISSUE E DATE DESCRIPTION PROJECT NUMBER 000000000092383 SCALE NO SCALE TIE BACK NOTES- THRUST RESTRAINT ,. ALL EDGES TO BE SAWCUT. 2. IF THE EXISTING ASPHALT WIDTH BETWEEN THE EDGE OF THE TRENCH AND THE LIP OF THE EXISTING GUTTER IS 3' -0 OR LESS, THE EXISTING ASPHALT SHALL BE REMOVED AND REPLACED. D C e A 3 2 SEE DETAIL NOTE: CLEAN OUTS SHALL BE LOCATED AT EACH REND IN SANITARY SEWER SERVICE CONNECTION CENTER OF WYE BRANCH TO BE PLACED IN UPPER SEWER LINE THIRD OR SEWER MAIN FLOW MAINGUARD 4" BLOW -OFF HYDRANT 3 VENT W/ WIRE MESH SCREEN AND CLAMP - EXTEND 3' ABOVE FINISH GRADE 2 � FF USE GALVANIZED STEEL OR DIP PIPE S TO BE LAID TO PROVIDE POSITIVE AIRFLOW MH FRAME AND COVER HS20 LOADING RATED OR EQUAL //M. 3 COVER -SET TO 2' -0" PARALLEL FINISHED SURFACE NOTE It BE PLACED 8 THICK, 1' WIDE o p l F��__ i THAN MINIMUM CONC CONCRETE COLLAR PLACE General Civil Details ALL MANHOLE STEPS CAST IRON LID BOLTED MOUND THE CLEAN OUT 4" PVC RISER INDUSTRIES OR EQUAL TO THE RING I FILLER AND SEALANT I SHALL BE PLACED 5" MIN 16 INSIDE LIP TO BE HIGHER THAN OUTSIDE UP_ NEXT TO MANHOLE i (SEE PLANS) �� DUPLEX SUMP PUMP, SEE 1.11A DETAIL 9 THIS SHEET. MIN LEY /S.BO 1/2 CV I 4' CLEAN OUT PVC Y. MAIN 4" PVC RISER c HOUSE ADAPTER FITTING WITH x 4" PVC I THREADED PLUG FLOW DETAIL 5011 GROUT CONCRETE SUPPORT la. ISSUED FOR CONSTRUCTION FOR Y AND BEND OPTIONAL CONSTRUCTION JOINT "�' ! UNDERDRAIN CLEANOUT n 12' INTO A 000000000092383 NO SCALE •.. :'` OlXS102 3 VENT W/ WIRE MESH SCREEN AND CLAMP - EXTEND 3' ABOVE FINISH GRADE 2 � FF USE GALVANIZED STEEL OR DIP PIPE S TO BE LAID TO PROVIDE POSITIVE AIRFLOW MH FRAME AND COVER HS20 LOADING RATED OR EQUAL //M. 3 COVER -SET TO 2' -0" PARALLEL FINISHED SURFACE NOTE It BE PLACED PIPE DEPTH NO LESS o p l F��__ CONCRETE THAN MINIMUM Nn 90 ELBOW General Civil Details ALL MANHOLE STEPS o PLASTIC COATED MA I < INDUSTRIES OR EQUAL r FILLER AND SEALANT I O.C. 5" MIN 16 INSIDE LIP TO BE HIGHER THAN OUTSIDE UP_ TYP i (SEE PLANS) 4 -0 DUPLEX SUMP PUMP, SEE 1.11A DETAIL 9 THIS SHEET. MIN LEY /S.BO 1/2 CV I z FROM WELL OPTIONAL c HOUSE _ 1 CONCRETE FORTING iV FLOOR DRAIN NOTE. FILENAME 5011 GROUT FOR CONCRETE SLAB NOT SHOWN. la. N ` 22 -1 /2' LONG RADIUS — — — — BEND OR 45' BEND —R Town of Vai p "PERMA —JOINT STOP' b+ D FO� w� PLAN VIEW (_� V I V l �. 5 N F z_ w NOTE: LOCATION TAPE TO BE PLACED 24" ABOVE PIPE I ~ _ V USHER ROCK OR ANY PROTRUSION - - SERVICE LINE -SEE I PI.ACt - �4 , LOCATING DISK SPECIFICATIONS — f APPROX. 1 FT ABOVE 120 I ROW SERVICE LINE. DO NOT ! EXCEED 4' DEEP OF BURY \ I / 30" \\ 6 GROUND i UNE UNDISTURBED EARTH OR THRUST BLOCK 7 2' -0 4' -0" 8 . • 4" BRASS STREET "L" (NOT BY (UPFERLE \ FOUNDRY) CONCRETE BASE BLOCK — - — — - I HYDRANT DRAIN PR, It 27 CUBIC FT OF 1 -1/2" OR 3/4" WASHED ROCK SECTION VIEW FLUSHING HYDRANT .3 SEWER SERVICE CONNECTION �� NOT TO SCALE OJCi NO SCALE . 4° GALVANIZED STEEL OR DIP VENT PIPE W/WIRE MESH SCREEN AND CLAMP. PRECAST ECCENTRIC CONE INSTALL I' DIAMETER RAM NECK(OR 'EQUAL) ON INNER AND OUTER RINGS, PROVIDE 1.5° DIAMETER RAM NECK ON - MANHOLES LARGER THAN 48 —PRECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM -C478 WITH STEPS 4 SUMP PIPING PER SPEC SECTION 15060 —1 x GATE VALVE (TYR) 2 x CHECK VALVE (TYP) —1" UNION (TYP) INVERT MUST BE BELOW MINIMUM WATER LEVEL ABOVE MANHOLE FLOOR. 9 . AS MANHOLE MANHOLE BASE AND FIRST BARREL SECTION MIN. 12" COMPACTED < +: T CAST MONOLITHIC ASTM -C478 3/4° SCREENED ROCK ` 6 FT OIA NOTE: PUMP STAND W/A PUMP 1 ON O 24" EXTEND INLET SO IT MIN. HEIGHT OF B MIN. 3' OF 3/4° PUMP 1 OFF a 6" TERMINATES 5" ABOVE SCREENED ROCK THE BOTTOM OF THE (NP.) GENERAL NOTES MANHOLE, 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI -318 SPECIFICATIONS STANDARD MANHOLE UD g6 O.D. MARKED SEWER. OR 58" O.D. ® ® M CD 2 ® Eg !� Q 2 Z C23 ® ED E1 M C3 ® E;3 0 4° Q 2 12� 6l 0 [ ; 3 ® ® Eg 9 B 2 ® n 6 129 ® ESI 9 4 FLAT COVER HS -20 -44 W/ 30% IMPACT WRAP IN GEOTECH MATERIAL THE DESIGN OF OPENINGS ALLOWS MAXIMUM FLOW THROUGH THE CHAMBER WHILE PREVENTING DEBRIS FROM ENTERING (12 OPENINGS/VERTICAL FT.) INSTALL FLAP GATES ON ALL PIPE INLETS SURGE BLOW -OFF LINE FOOTER RING 5 MIN. 12 COMPACT 3/4 SCREENED ROCK SUMP MANHOLE DETAIL n NOT TO SCALE BOLLARD DETAIL n LEACHING MANHOLE NOT To SCALE . NOT TO SCALE „ed0 REG /�_ PROVIDE JOINTS AT SPACINGS SHOWN, TYPICAL --� LOCATION OF FLEXIBLE CONNECTIONS n NO SCALE 107C101 CONCRETE THRUST BLOCK S w ID C MARKING TAPE It BE PLACED FILL WITH ABOVE CONCRETE [ TOP OF PIPE ' AND ROUND TOP i General Civil Details PIPE BOLLARD o 6 "0, SCH80 STEEL PIPE I < 1/2" COMPRESSIBLE JOINT FILLER AND SEALANT I Z FINISHED GRADE, J. MITCHELL CONCRETE, OR PAVEMEN" i (SEE PLANS) (VARIES) R. ANDREW TOP OF PIPE OR ANY PROTRUSION LEY /S.BO I MECHANICAL OPTIONAL I a ' 1 CONCRETE FORTING CONSTRUCTION ." Ll a 1' -d" DIA NOTE. FILENAME 5011 1. REINFORCING FOR CONCRETE SLAB NOT SHOWN. MIN. 12 COMPACT 3/4 SCREENED ROCK SUMP MANHOLE DETAIL n NOT TO SCALE BOLLARD DETAIL n LEACHING MANHOLE NOT To SCALE . NOT TO SCALE „ed0 REG /�_ PROVIDE JOINTS AT SPACINGS SHOWN, TYPICAL --� LOCATION OF FLEXIBLE CONNECTIONS n NO SCALE 107C101 CONCRETE THRUST BLOCK S w ID C MARKING TAPE BE PLACED VALVE BOX & ABOVE GATE VALVE [ TOP OF PIPE GATE VALVE General Civil Details 10 GAUGE MEGALUG OR INSULATED RESTRAINED COPPER WIRE JOINT SHALL BE INSULATED J. MITCHELL WITH ALL PIPE 12" EARTH BLOCK WATER MAIN TAPPING DETAIL n NOT TO SCALE 0 1- ISLJRFACE OVER PIPE FDR 6" (TYP SARAH C. CLARK ••• C�•••�t� CLS 9 . o • a i 3648 • L � �� •• Ff � \`�G�� L S/0 C.` �� • Ground Water Rule Improvements Vail, Colorado 201 0 General Civil Details STRUCTURAL P.E. LOCATION TAPE TO BE TRENCH WIDTH J. MITCHELL PLACED 12' ABOVE (VARIES) R. ANDREW TOP OF PIPE OR ANY PROTRUSION LEY /S.BO I MECHANICAL OPTIONAL FOUR UNDISTURBED CONSTRUCTION ." •: /N BARS FILENAME 5011 JOINT 9° 3" CLEAR TYP la. ISSUED FOR CONSTRUCTION DRAWN BY OPTIONAL CONSTRUCTION JOINT "�' ! 'I„ �:, a. -. -i, ? DATE 12' INTO A 000000000092383 r •.. :'` !� UNDISTURBED ` SOIL 4" TYP NOTE: APPROPRIATE DRAINS TO DAYUGHT ARE TO SECTION A BE LOCATED ON THE UPHILL SIDE OF CONCRETE BLOCKS SEE GROUND WATER BARRIER DETAIL THRUST WALL / BLOCK DETAIL n _ANCHOR NOT TO SCALE ERWSD DETAIL W -6 - FDR PROJECT MANAGER SARAH C. CLARK ••• C�•••�t� CLS 9 . o • a i 3648 • L � �� •• Ff � \`�G�� L S/0 C.` �� • Ground Water Rule Improvements Vail, Colorado 201 0 General Civil Details STRUCTURAL P.E. J. BLA STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS LEY /S.BO MECHANICAL B. AL B. ALLERHEIUGEN EN ELECTRICAL K. BUECHLER 0 t' 2 FILENAME 000002A.9 SHEET�f �YC002 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 SCALE j AS NOTED B A 2 3 4 WIRE SHALL EXIT / DEEP TYPE VALVE BOX UD PIPE 6" BELOW . l- / FOR WATER PIPES LESS GRADE THAT Y DEPTH OF BURY TO TOP OF PIPE AND /OR FOR THAN 4 OF BURY TO TOP OF PIPE WRAP 10 GAUGE TAPE TO BE PLACED 24' ABOVE INSULATED NOTES: 1. CONDITION OF LESS THAT MINIMUM BURY DEPTH ALLOWED �f MARKING PORTION OF THE PIPE ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR INSULATED COPPER WIRE Ground Water Rule � Improvements CO10(2d0 z0'I� TO CONSTRUCTION, INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY GATE VALVES FOR FIRE HYDRANTS\° CONCRETE THRUST SHALL BE RESTRAINED WITH OVER VALVE BOXES P.E. SUC TURAL J. BIRCH ,... PROVIDE SLACK ON WIRE STRUCTURAL DESIGN D J. MITCHELL _Z w COVER, VALVE BOX ARCHITECTURAL COMPACT BACKFILL TO 98% AND GATE GUARD VALVE. MEGALUG RESTRAINTS STANDARD PROCTOR TO PROCESS 2. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR SURFACE TO SUPPORT THRUST BLOCKS. MECHANICAL VALVE BOX BACKFILL MATERIAL AND COMPACTION SPECS. 1 ' ELECTRICAL N. BUECHLER 0 3. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS ISSUED FOR CONSTRUCTION 11 VALVE BOX BOTTOM N � X FILENAME WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS SHEET UUCUU3 ISSUE DATE M VAI VF' \\ TEN GAUGE INSULATED COPPER 'WIRE TO FOLLOW WATER MAIN �/ o 1. VALVE BOX IS TO BE INSTALLED PLUMB, LEVEL, AND CENTERED ON 2 NUT 2. IF THE DISTANCE TO THE TOP OF THE OPERATING NUT TO THE TOP OF THE VALVE COVER IS GREATER THAN 9', AN EXTENSION STEM WILL BE REQUIRED ON THE OPERATING NUT. THE EXTENSION MUST BE SECURED TO THE VALVE OPERATING NUT. GATE VALVE AND BOX ASSEMBLY n NO SCALE ERWSD DETAIL W -08 100CM3 28" 31/4 21/2" I rl - 31/4' 1W 7 4' NOTCHED BLOCKS 5 /4 DIA. It 10' BC HEX NU IN 3 /4 ° HOLE AND WASHE 5' POST WE x9 y---r< �7��� 0 SEE NOTE 15 S leis` DOUBLE BLOCK AND RAIL MEDIAN BARRIE GUARDRAIL TYPE 3 (DOUB DISTRICT APPROVE] COMPACTED BEDDING MATERIAL F7 6 7 INSTALL A SINGLE STRAND (NO LOOPS) OF COPPER WIRE TO THE TOP OF VALVE BOX THE INSIDE OF UPPER VALVE BOX SECTION UNDISTURBED SOIL RIGID STYROFOAM INSULATION BOARD THICKNESS TO BE DETERMINED BY ENGINEER PIPE SU SHALLOW TRENCHING DETAIL n NO SCALE TAKEN FROM ERWSD STANDARD DETAIL W -20 O00003 NOTE: VALVES SHALL NOT BE INSTALLED IN BAR DITCHES. PROPOSED LOCATIONS SHALL BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION, 41h PUMP NOZZLE INSULATED 10 GAUGE COPPER TRACER WIRE SHALL BE (FACE TO TRAVELED WAY) INSTALLED IN THE WATER MAIN TRENCH, SURFACING \ \ \ ?4 OUTSIDE THE MAINUNE VALVE BOXES AND NEXT TO ALL ARE HYDRANTS. CAD -WELDS SHALL BE WELDED AT ALL WATER MAIN JOINTS AND FITTINGS AND PROTECTED WITH COAL TAR. THE CONTRACTOR SHALL TEST CONDUCTIVITY OF THE PIPE AND TRACER WRE GATE VALVE WALL BE MINIMUM 36' FROM LOCATED ON THE TEE FINISH GRADE TO MARKING TAPE TO OFF THE MAIN STEAMER NUT BE PLACED 24" ABOVE PIPE OR ANY PROTRUSION\ 17" 31/4' 133/4' ] N OTCHED LOCK 5 1g' DIA. x 10' B IN 3 /4' HOLE W6 x 9 POST (PWE01) 5 1a HEX NUT STEEL POST & NOTCHED BLOCK AM WASHE (NOMINAL DIMENSIONS ARE SHOWN FOR THE POSTS & BLOCKS) GUARDRAIL TYPE 3 W —BEAM n SCALP: N.T.S. COOT DETAIL U -606 -1 SHT 2 AND 7 OF 15 1x102 GUARDRAIL TYPE 3 THERMOWELD OR USE A NO. 6 COPPER CONNECTOR TYPE BURNDY NO YC6 OR EQUAL FLAG ON HYDRANT TO LOCATE IN WINTER WHEN HYDRANT IS COVERED IN SNOW 2 -1/2" CONNECTION BRING 10 GAUGE INSULATED COPPER WIRE TO SURFACE AT ALL FIRE HYDRANTS AND CONNECT TO MAIN LINE TRACER LINE BREAKER CONCRETE THRUST BLOCK DO NOT BLOCK FIRE CONCRETE HYDRANT DRAIN BLOCK NTH BASE OR BASE BLOCK HYDRANT DRAIN PIT, 27 CUBIC FT. OF 1 -1/2' OR 3 /4'WASHED ROCK GUARDRAIL EXIT FROM END PIECE AWAY FROM TRAFFI • PAY LENGTH FOR END ANCHORAGE (NONRARED) 50 Fr. B SPACES 9 6' -3' = 50' THERMOWELD OR USE A NO. 6 COPPER CONNECTOR TYPE DOSSERT NO. DPC2, HOMAC NO. CB OR EQUAL. (SEE DETAIL 'A' THIS SHEET) 8 TYPICAL VALVE BOX —USE 10 GAUGE `COPPER WIRE MUST BE \- TYPICAL VALVE COPPER TIE WIRE TAPED TO TOP OF PIPE EVERY 3 TO 4 FOOT WIRE TO BE TAPED ON EACH SIDE OF EVERY JOINT DETAIL A THERMCWELD OR USE A NO. 6 COPPER CONNECTOR TYPE BURNOY NO. YC6 OR EQUAL FOR • ; TEE CONNECTION (SEE DETAIL 'B' THIS SHEET OUTSIDE POLYWRAP) DETAIL 'B' TRACER WIRE DETAIL n NTS 000003 Town of Vail REVIEWED FOR CODE COMPLIAN Date: /�. 1 B y: code: END PIECE 1. THE END ANCHORAGE (NONFLARED) SHALL BE THE ET2DOO -LET GUARDRAIL END ANCHORAGE (NONFLARED) AS MANUFACTURED BY THE SYRO STEEL COMPANY, CENTERVILLE, UTAH (TEL: 801 -292- 4461), OR THE SKT GUARDRAIL END ANCHORAGE (NONFLARED) AS MANUFACTURED BY UNIVERSAL INDUSTRIAL SALES, INC., OF PLEASANT GROVE, UTAH (TEL: 800 - 424- 9B25), OR AN APPROVED EQUAL ONE. END ANCHORAGE FIC (NONFLARED) SHALL INCLUDE ALL POST. RAIL. AND HARDWARE ITEMS REQUIRED FOR A COMPLETE UNIT. THE END ANCHORAGE (NONFLARED) SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL PROVIDE A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PARTS USTS TO THE ENGINEER PRIOR TO THE INSTALLATION OF THE DEVICE. 2. POSTS SHALL BE DRILLED FOR BREAKAWAY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 0 S -612 -1 3. 00 NOT USE REFLECTOR TABS ON THE LAST 7 POSTS OF THE END ANCHORAGE (NONFLAREO). 4. USE MANUFACTURE'S RECOMMENDED STEEL FOUNDATION TUBE FOR POSTS NOA, NO.2, N0.3, AND N0.4 FOR ET2000 -LET AND SKT END ANCHORAGES (NONFLARED). 5. TYPE 3 DEUNEATOR SHALL BE PLACED ADJACENT TO THE END ANCHORAGE AND BE PAID FOR SEPARATELY. SEE SHEET S- 612 -1. T-J \� ♦ TAPE TO BE PLACED 24' ABOVE INSULATED NOTES: 1. CONDITION OF LESS THAT MINIMUM BURY DEPTH ALLOWED �f MARKING PORTION OF THE PIPE ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TRENCH BACKFIL L� Ground Water Rule � Improvements CO10(2d0 z0'I� TO CONSTRUCTION, INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY GATE VALVES FOR FIRE HYDRANTS\° CONCRETE THRUST SHALL BE RESTRAINED WITH _ P.E. SUC TURAL J. BIRCH RECUIREMENTS. 7' -91/2' MINIMUM STRUCTURAL DESIGN D J. MITCHELL _Z w COVER, VALVE BOX ARCHITECTURAL ~ AND GATE GUARD VALVE. MEGALUG RESTRAINTS PROCESS 2. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR THRUST BLOCKS. MECHANICAL B. AL AL B. LERHOUGEN ERHEILIGEN BACKFILL MATERIAL AND COMPACTION SPECS. 1 ' ELECTRICAL N. BUECHLER 0 3. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS ISSUED FOR CONSTRUCTION 11 R. NELSON 0 FILENAME WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS SHEET UUCUU3 ISSUE DATE M PROJECT NUMBER APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES SCALE AS NOTED OVER TOP OF THE CULVERT. _. 1/4 O.D.. 6" MIN. UNDISTURBED SOIL RIGID STYROFOAM INSULATION BOARD THICKNESS TO BE DETERMINED BY ENGINEER PIPE SU SHALLOW TRENCHING DETAIL n NO SCALE TAKEN FROM ERWSD STANDARD DETAIL W -20 O00003 NOTE: VALVES SHALL NOT BE INSTALLED IN BAR DITCHES. PROPOSED LOCATIONS SHALL BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION, 41h PUMP NOZZLE INSULATED 10 GAUGE COPPER TRACER WIRE SHALL BE (FACE TO TRAVELED WAY) INSTALLED IN THE WATER MAIN TRENCH, SURFACING \ \ \ ?4 OUTSIDE THE MAINUNE VALVE BOXES AND NEXT TO ALL ARE HYDRANTS. CAD -WELDS SHALL BE WELDED AT ALL WATER MAIN JOINTS AND FITTINGS AND PROTECTED WITH COAL TAR. THE CONTRACTOR SHALL TEST CONDUCTIVITY OF THE PIPE AND TRACER WRE GATE VALVE WALL BE MINIMUM 36' FROM LOCATED ON THE TEE FINISH GRADE TO MARKING TAPE TO OFF THE MAIN STEAMER NUT BE PLACED 24" ABOVE PIPE OR ANY PROTRUSION\ 17" 31/4' 133/4' ] N OTCHED LOCK 5 1g' DIA. x 10' B IN 3 /4' HOLE W6 x 9 POST (PWE01) 5 1a HEX NUT STEEL POST & NOTCHED BLOCK AM WASHE (NOMINAL DIMENSIONS ARE SHOWN FOR THE POSTS & BLOCKS) GUARDRAIL TYPE 3 W —BEAM n SCALP: N.T.S. COOT DETAIL U -606 -1 SHT 2 AND 7 OF 15 1x102 GUARDRAIL TYPE 3 THERMOWELD OR USE A NO. 6 COPPER CONNECTOR TYPE BURNDY NO YC6 OR EQUAL FLAG ON HYDRANT TO LOCATE IN WINTER WHEN HYDRANT IS COVERED IN SNOW 2 -1/2" CONNECTION BRING 10 GAUGE INSULATED COPPER WIRE TO SURFACE AT ALL FIRE HYDRANTS AND CONNECT TO MAIN LINE TRACER LINE BREAKER CONCRETE THRUST BLOCK DO NOT BLOCK FIRE CONCRETE HYDRANT DRAIN BLOCK NTH BASE OR BASE BLOCK HYDRANT DRAIN PIT, 27 CUBIC FT. OF 1 -1/2' OR 3 /4'WASHED ROCK GUARDRAIL EXIT FROM END PIECE AWAY FROM TRAFFI • PAY LENGTH FOR END ANCHORAGE (NONRARED) 50 Fr. B SPACES 9 6' -3' = 50' THERMOWELD OR USE A NO. 6 COPPER CONNECTOR TYPE DOSSERT NO. DPC2, HOMAC NO. CB OR EQUAL. (SEE DETAIL 'A' THIS SHEET) 8 TYPICAL VALVE BOX —USE 10 GAUGE `COPPER WIRE MUST BE \- TYPICAL VALVE COPPER TIE WIRE TAPED TO TOP OF PIPE EVERY 3 TO 4 FOOT WIRE TO BE TAPED ON EACH SIDE OF EVERY JOINT DETAIL A THERMCWELD OR USE A NO. 6 COPPER CONNECTOR TYPE BURNOY NO. YC6 OR EQUAL FOR • ; TEE CONNECTION (SEE DETAIL 'B' THIS SHEET OUTSIDE POLYWRAP) DETAIL 'B' TRACER WIRE DETAIL n NTS 000003 Town of Vail REVIEWED FOR CODE COMPLIAN Date: /�. 1 B y: code: END PIECE 1. THE END ANCHORAGE (NONFLARED) SHALL BE THE ET2DOO -LET GUARDRAIL END ANCHORAGE (NONFLARED) AS MANUFACTURED BY THE SYRO STEEL COMPANY, CENTERVILLE, UTAH (TEL: 801 -292- 4461), OR THE SKT GUARDRAIL END ANCHORAGE (NONFLARED) AS MANUFACTURED BY UNIVERSAL INDUSTRIAL SALES, INC., OF PLEASANT GROVE, UTAH (TEL: 800 - 424- 9B25), OR AN APPROVED EQUAL ONE. END ANCHORAGE FIC (NONFLARED) SHALL INCLUDE ALL POST. RAIL. AND HARDWARE ITEMS REQUIRED FOR A COMPLETE UNIT. THE END ANCHORAGE (NONFLARED) SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL PROVIDE A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PARTS USTS TO THE ENGINEER PRIOR TO THE INSTALLATION OF THE DEVICE. 2. POSTS SHALL BE DRILLED FOR BREAKAWAY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 0 S -612 -1 3. 00 NOT USE REFLECTOR TABS ON THE LAST 7 POSTS OF THE END ANCHORAGE (NONFLAREO). 4. USE MANUFACTURE'S RECOMMENDED STEEL FOUNDATION TUBE FOR POSTS NOA, NO.2, N0.3, AND N0.4 FOR ET2000 -LET AND SKT END ANCHORAGES (NONFLARED). 5. TYPE 3 DEUNEATOR SHALL BE PLACED ADJACENT TO THE END ANCHORAGE AND BE PAID FOR SEPARATELY. SEE SHEET S- 612 -1. T-J \� ♦ SEE DETAIL BREAKABLE FLANGE 6" PROJECT MANAGER SARAH C. CLARK `7 6�a a� � a �r•,�� • q S /ON A��' ' oVall, Ground Water Rule � Improvements CO10(2d0 z0'I� General Civil Details GATE VALVES FOR FIRE HYDRANTS\° CONCRETE THRUST SHALL BE RESTRAINED WITH _ P.E. SUC TURAL J. BIRCH 50. MAX 7' -91/2' MINIMUM STRUCTURAL DESIGN D J. MITCHELL 3' -6 °--i COVER, VALVE BOX ARCHITECTURAL R. ANDREW AND GATE GUARD VALVE. MEGALUG RESTRAINTS PROCESS R THRUST BLOCKS. MECHANICAL B. AL AL B. LERHOUGEN ERHEILIGEN n NO SCALE ELECTRICAL N. BUECHLER 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON 0 1 Z FILENAME D00003.dr 9 SHEET UUCUU3 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 SCALE AS NOTED WATER MAIN TRACER WIRE MEGALUG 12' BEDDING ON TOP • OF HYDRANT SOTOE ° f 5 ' SEE DETAIL BREAKABLE FLANGE 6" BOND BREAKER SPECIFICATIONS THIS SHEET MAXIMUM DISTANCE WATERMAINS TO GATE VALVES FOR FIRE HYDRANTS\° CONCRETE THRUST SHALL BE RESTRAINED WITH ABOVE FINISHED GRADE BE BURIED AT MEGALUGS TO THE WATER MAIN. FIRE 50. MAX 7' -91/2' MINIMUM HYDRANT LATERALS SHALL BE 3' -6 °--i COVER, VALVE BOX 7' -4 h' COVER SEE AND GATE GUARD VALVE. MEGALUG RESTRAINTS SPECIFICATIONS -: VALVE WATER MAIN TRACER WIRE MEGALUG 12' BEDDING ON TOP • OF HYDRANT SOTOE ° f 5 ' BEDDING, BOND BREAKER SPECIFICATIONS o ° °K GATE VALVES FOR FIRE HYDRANTS\° CONCRETE THRUST SHALL BE RESTRAINED WITH BLOCK MEGALUGS TO THE WATER MAIN. FIRE HYDRANT LATERALS SHALL BE 3' -6 °--i RESTRAINED WTH MEGALUGS TO THE MINIMUM -- SQUARE GUARD VALVE. MEGALUG RESTRAINTS ARE USED IN CONJUNCTION WITH THRUST BLOCKS. MTE FIRE HYDRANT ASSEMBLY n NO SCALE oxoD3 DIA. HOLE R IN IB A ® CONVEN110NAL Q Q GUARDRAIL TYPE 3 NCHORAGE NONFLARED 6 IF ET2000 -LET IF USED .�0 R 100102 G1. SCOPE THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO CONSTRUCTION. G2. APPI ICAR F SPFCIFI -ATIONS AND CODES A INTERNATIONAL BUILDING CODE, IBC 2006 WITH APPLICABLE EDITIONS OF THE CODE REFERENCED STANDARDS. B. ACI 530 -05 C. LOCAL JURISDICTION AMENDMENTS G3. DESIGN CRITERIA 1. APPLIES TO ALL STRUCTURES (UNO) A. DEAD LOAD: 1. ACTUAL TRIBUTARY STRUCTURE WEIGHT B. LIVE LOAD: I. SLAB ON GRADE: 250 PSF 2. ROOF: 20 PSF (NOT REDUCIBLE) C. WIND: . O O ; : - Z - ' 0 �: �-� i ,, f NN �� ��sS /pNAtEN�' 1. BASIC WIND SPEED: 90 MPH STRUCTURAL GENERAL NOTES 2, EXPOSURE: C 3. IMPORTANCE FACTOR: 1.15 STRUCTURAL P.E. 4. All STRUCTURES ARE ENCLOSED EXCEPT AS FOLLOWS: NO EXCEPTIONS D. SEISMIC: 1. ABOVE GRADE, NON WATER BEARING STRUCTURES: STRUCTURAL DESIGN a. OCCUPANCY CATEGORY, USE GROUP = III b. IMPORTANCE FACTOR: = 1.15 c. SPECTRAL RESPONSE ACCELERATION, SS = 0.285 d. SPECTRAL RESPONSE ACCELERATION, S1 = 0.068 a. SITE CLASS: - D T. SEISMIC DESIGN CATEGORY: B g. SPECTRAL RESPONSE COEFFICIENT, SDS 0.304 h. SPECTRAL RESPONSE COEFFICIENT, SDI = 0.109 I. BASIC SEISMIC FORCE RESISTING SYSTEM: - INTERMEDIATE REINF. MASONRY SHEAR WALL j. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE k SEISMIC RESPONSE COEFFICIENT, = 0.13 m. RESPONSE MODIFICATION FACTOR, 3.00 E SNOW LOAD: ISSUED FOR CONSTRUCTION 1. GROUND SNOW LOAD 94.5 PSF 2. FLAT ROOF SNOW LOAD 80 PSF 3. EXPOSURE FACTOR 1.0 4. IMPORTANCE FACTOR = 1.1 5. THERMAL FACTOR 1.1 G4. THE FOLLOWING NON - CONTRACTUAL GEOTECHNICAL REPORT WAS DEVELOPED FOR THIS PROJECT AND IS THE BASIS OF THIS STRUCTURAL DESIGN: GEOTECHNICAL FIRM NAME HEPWORTH - PAWLAK GEOTECHNICAL, INC. ADDRESS: 10302 SOUTH PROGRESS WAY PARKER, COLORADO 80134 REPORT NUMBER: R1 WELL HOUSE ADDITION: 20830M BERRY CREEK WELL: 20B3G3B REPORT DATE: JANUARY 29, 2009 ALLOWABLE (NET] SOIL BEARING: 3000 PSF G5. SAFETY SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY AS A COMPLETED STRUCTURE G6. OPENINGS OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. G7. SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 1 AND CHAPTER 17 OF THE IBC_ PAYMENT FOR THESE INSPECTIONS IS NOT THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE FOR FULL ACCESS TO THE WORK BY THE SPECIAL INSPECTOR AND SHALL PROVIDE FOR THESE INSPECTIONS IN HIS CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. A SPECIAL INSPECTION PLAN WILL BE SUBMITTED UNDER SEPARATE COVER WITH THE PERMIT APPUCATION. G8. STANDARD DETAILS THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION. G9. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR APPROVAL CID. CONTRACTOR TO SUBMIT FOR RENEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, VIBRATION FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS. NOTCHES, AND RECESSES REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND /OR FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE SUPPORT PADS AND /OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT. CONCRETE C1. DESIGN STRENGTHS: F'a 4500 PSI Fy a 60,000 PSI C2. CONCRETE COVER UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS: CONCRETE DEPOSITED AGAINST EARTH: 3" ALL OTHER: 2 SEE DRAWINGS FOR EXCEPTIONS C3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS. C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. C5. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED. C6. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHAH BE DESIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH APPUCA13LE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR RENEW AND APPROVAL BY THE ENGINEER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE- C7. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL ENGINEER. CO. ALL CAST IN PLACE AND POST - INSTALLED ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS SHALL COMPLY WITH APPENDIX D OF ACI 318 AND CHAPTER 19 OF THE IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EOUIVN_ENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT. ALL POST - INSTALLED ANCHORS SHALL BE APPROVED TO RESIST SEISMIC FORCES IN CRACKED CONCRETE. MASONRY M1. DESIGN STRENGTHS: F'n 1500 PSI Fy a 60,000 PSI M2. GROUT FOR FILLING MASONRY CAVITIES TO BE COARSE GROUT UNO, MAXIMUM COARSE AGGREGATE SIZE IS 3/8 INCH. M3. GROUT POURS SHALL NOT EXCEED 4 FEET IN HEIGHT UNLESS CLEANOUTS ARE PROVIDED IN THE BOTTOM COURSE OF THE CELLS) TO BE GROUTED AND WRITTEN PERMISSION IS OBTAINED FOR HIGH UFT GROUTING. M4. RESTRICTED BAR ANCHORAGE: IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOK. SHOW ON SHOP DRAWINGS AND HICHUGHT WITH A BOX TO BRING TO ENGINEER'S ATTENTION, M5. ANCHOR BOLTS: ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EOUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT. M6. IF BOND BEAMS AT INTERSECTING WALLS ARE SHOWN ON THE DRAWINGS TO MEET AT DIFFERENT ELEVATIONS, EXTEND REINFORCING OF BOTH BOND BEAMS AROUND INTERSECTING CORNER NOT LESS THAN 4 FEET IN EACH DIRECTION. M7. LINTEL BLOCKS SHALL NOT BE USED AS BONO BEAM BLOCKS EXCEPT AT OPENINGS WHERE BOND BEMIS AND LINTELS COINCIDE REVIEW Vail DAMP W N ED FOR CODE " E Dated �� By. W l / Code: STEFL DECK' SDI. THE DESIGN, FABRICATION, AND ERECTION OF METAL DECKING SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE SDI SPECIFICATIONS AND THE SDI DIAPHRAGM MANUAL S02. STEEL ROOF DECK IS 1 -1/2 INCH 20 GAUGE AS SHOWN ON THE PLANS DESIGNED FOR THE DEAD AND LIVE LOADS INDICATED. MINIMUM SECTION PROPERTIES: DESIGN THICKNESS= 0.0358" I = 0.212 Ina /F1 SP - 0.234 Ina /Ft Sn - 0.221 Ina /Ft t - 33 KSI SD3. STEEL ROOF DECK IS TO BE A STRUCTURAL DIAPHRAGM AND SHALL BE CONNECTED TO THE STRUCTURE AS INDICATED BELOW. -SUPPORT FASTENERS W/112 TEK SCREWS, 36/7 PATTERN. - SIDE LAP FASTENERS W /j12 TEK SCREWS, 5 S1DE LAP FASTENERS PER SPAN. SD4. THE PLANS INDICATE DECK SPAN DIRECTION. S05. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER UTILITIES SHALL NOT BE SUPPORTED FROM THE STEEL DECK. COLD FORMED STEEL TRUSSES /FRAMING SA. STEEL TRUSSES ARE TO BE SIZED AND DESIGNED BY THE CONTRACTOR FOR THE LOADINGS INDICATED. SJ2. STEEL TRUSSES AND BRIDGING SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST UPLIFT LOAD INDICATED ON THE DRAWINGS. SJ3. CONCENTRATED LOADS SHALL BE LOCATED WITHIN 4 INCHES OF A PANEL POINT OR SPECIAL REINFORCEMENT MUST BE ADDED PER TRUSS MANUFACTURER. SJ4. TRUSSES BRIDGING SHALL BE DESIGNED BY THE STEEL TRUSSES MANUFACTURER. SJ5. ADJUST TRUSSES BRIDGING DESIGN AND DETAILING WHERE MECHANICAL DUCTS OR OTHER OBSTRUCTIONS RUN BETWEEN THE TRUSSES. PROTECT MANAGER SARAH C. CLARK . O O ; : - Z - ' 0 �: �-� i ,, f NN �� ��sS /pNAtEN�' Ground Water Rule Improvements Veil, Colorado 2010 STRUCTURAL GENERAL NOTES STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY /S.BODTKER MECHANICAL B. ALLERHEILIGEN ELECTRICAL K. BUECHLER 0 1" 2' FILENMIE OOS101.dwg SHEET D 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY D. GROSENBACHER SCALE I AS NOTED ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 STEFL DECK' SDI. THE DESIGN, FABRICATION, AND ERECTION OF METAL DECKING SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE SDI SPECIFICATIONS AND THE SDI DIAPHRAGM MANUAL S02. STEEL ROOF DECK IS 1 -1/2 INCH 20 GAUGE AS SHOWN ON THE PLANS DESIGNED FOR THE DEAD AND LIVE LOADS INDICATED. MINIMUM SECTION PROPERTIES: DESIGN THICKNESS= 0.0358" I = 0.212 Ina /F1 SP - 0.234 Ina /Ft Sn - 0.221 Ina /Ft t - 33 KSI SD3. STEEL ROOF DECK IS TO BE A STRUCTURAL DIAPHRAGM AND SHALL BE CONNECTED TO THE STRUCTURE AS INDICATED BELOW. -SUPPORT FASTENERS W/112 TEK SCREWS, 36/7 PATTERN. - SIDE LAP FASTENERS W /j12 TEK SCREWS, 5 S1DE LAP FASTENERS PER SPAN. SD4. THE PLANS INDICATE DECK SPAN DIRECTION. S05. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER UTILITIES SHALL NOT BE SUPPORTED FROM THE STEEL DECK. COLD FORMED STEEL TRUSSES /FRAMING SA. STEEL TRUSSES ARE TO BE SIZED AND DESIGNED BY THE CONTRACTOR FOR THE LOADINGS INDICATED. SJ2. STEEL TRUSSES AND BRIDGING SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST UPLIFT LOAD INDICATED ON THE DRAWINGS. SJ3. CONCENTRATED LOADS SHALL BE LOCATED WITHIN 4 INCHES OF A PANEL POINT OR SPECIAL REINFORCEMENT MUST BE ADDED PER TRUSS MANUFACTURER. SJ4. TRUSSES BRIDGING SHALL BE DESIGNED BY THE STEEL TRUSSES MANUFACTURER. SJ5. ADJUST TRUSSES BRIDGING DESIGN AND DETAILING WHERE MECHANICAL DUCTS OR OTHER OBSTRUCTIONS RUN BETWEEN THE TRUSSES. 1 r 2 Y 5 6 OPENING (TYP 4 LOCATIONS H FACE ABOUT OPENI G W/2 1i1L/2 TH ADDITIONAL RE1NF LAP / �GTH TYP SEE NOTE 1 I TYP I � I 0 - - - SYMM ABOUT OPENING I II F I I RECTANGULAR OPENING DETAIL CIRCULAR OPENING DEAL NOTES' 1. PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS REINFORCEMENT AT OPENING. QUANTITY OF REINFORCING IN EACH DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE NUMBER OF DISCONTINUOUS BARS. PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING, PLACE ADDITIONAL REINFORCEMENT AT 3' OC (TYPICAL BOTH DIRECTIONS AND ALL LAYERS OF REINFORCEMENT). START FIRST BAR 2' CLEAR TO OPENING. 2. EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE, ADDITIONAL BARS MAY TERMINATE AT THE END OF THE WALL WITH A STANDARD HOOK WHERE THE LENGTH OF THE WALL WILL NOT PERMIT BARS TO EXTEND AS SHOWN ABOVE. 3. TYPICAL WALL OR SLAB REINFORCING NOT SHOWN FOR CLARITY. TERMINATE TYPICAL REINFORCING 2' CLEAR TO OPENING. 4. OPENINGS 12 OR LESS IN SLABS AND OPENINGS 18' OR LESS IN WALLS, NO EXTRA REBARS ARE REQUIRED UNLESS SHOWN OTHERWISE. TYPICAL REINFORCING SHALL BE RESPACED (NOT CUT) TO ALLOW FOR OPENINGS TO BE MADE 5. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN AND INDICATED ABOVE 6. PROVIDE ADDITIONAL DOWELS PER NOTE 1 ABOVE FOR ALL OPENINGS NEAR THE FLOOR SLAB, BASE SLAB, OR CORNERS. EXTRA REINFORCING AROUND OPENINGS NOT TO SCALE IGMIUZ #4012 GC,EW 0 MID DEPTH OF SLAB APPLY BONDING AGENT w PER MFR REQUIREMENTS Z F FIN FLOOR - o z m= v a y z� Y W x _U x r F= #4012 AROUND PERIMETER [0-6 I 4 w a¢ 0 -6 NOTE 1. REF PROCESS AND ELECTRICAL DRAWINGS FOR DIMENSIONS k LOCATIONS OF PADS. FINAL PAD DIMENSIONS ARE TO ADJUST AS NEEDED TO FIT ACTUAL EQUIPMENT SELECTED. TYPICAL HOUSEKEEPING PAD n NOT TO SCALE OOS102 EQUIPMENT BASE SEE NOTE 3 #5012 ANCHOR BOLT SEE NOTE 4 LOCK NUT 3' MIN ALL MOUND 1:1 SLOPE TYP AS INDICATED ON DWGS 1' MIN OR AS REQUIRED BY NON- SHRINK EQUIPMENT FURNISHED GROUT 6" MINIMUM PIPE SLEEVE LEVELING NUT TYPICAL SEE NOTE 5 2' CLEAR COVER TYP 15 CLOSED '1 4�/2; r TIES O fi CLEAR SEE NOTE 1 SLAB ROUGHEN REINFORCEMENT CONCRETE NOT SHOWN SURFACE SEE NOTE 2 114IE8: 1. FOR NEW EQUIPMENT BASES ON EXISTING SLABS, DRILL INTO EXISTING SLAB TO DEVELOPMENT DEPTH AT 12' CENTERS AROUND PERIMETER OF EQUIPMENT WE AND SET #5 HOOKED DOWELS IN EPDXY GROUT. 2. FOR EQUIPMENT BASES ON NEW SLABS, PROVIDE 05 DOWELS HANG TWO HOOKED ENDS AT 12' CENTERS MOUND PERIMETER OF EQUIPMENT BASE. 3. EQUIPMENT BASE DIMENSIONS SHALL BE AS REQUIRED BY THE APPROVED SHOP DRAWINGS. 4. ANCHOR BOLTS AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT BASE IS BEING CAST. 5. PIPE SLEEVES SHALL BE USED TO PROVIDE THE ANCHOR BOLT A MINIMUM MOVEMENT OF 1/2' IN ALL DIRECTIONS. MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON - SHRINK GROUT. PIPE SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1' GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER OF 3" GREATER THAN BOLT DIAMETER. S. EQUIPMENT BASES SHALL BE INSTALLED LEVEL TOLERANCE IS 1/16" EQUIPMENT SUPPORT PAD n NIS 6D5102 15 1-D LAP SPLICE AND EMBEDMENT LENGTHS Fo = 4.5 kei fy = 60 kai BAR BARS SPACED GREATER THAN 4• BARS SPACED LESS THAN OR EQUAL TO 4' PROJECT MANAGER STRUCTURAL P.E. SARAH C. CLARK J. BLACK U �V' -- 0 V �� 0 7t • 0 � ; O fi lf�� V Ground Water Rine Imp rovements Vail, COlOI3dD 2010 STRUCTURAL TYPICAL DETAILS 32' #5 29' STRUCTURAL DESIGN ELL 39' 62' #7 RAL ARCHITECTURAL R. ANDREW ANDREW is 69' 107' PROCESS T.OUIGLEY /S.BODTKER 116' #10 97' MECHANICAL B. ALLERHEIUGEN 120 t4fi' #7 ELECTRICAL K. BUECHLER p I• 2 FILENAME OCS101A., SHEET 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY D. GROSENBACHER. SCALE AS NOTED ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 LAP SPLICE AND EMBEDMENT LENGTHS Fo = 4.5 kei fy = 60 kai BAR BARS SPACED GREATER THAN 4• BARS SPACED LESS THAN OR EQUAL TO 4' #3 14' 20' #4 19' 32' #5 29' 46' #6 39' 62' #7 55' 87' is 69' 107' 09 76• 116' #10 97' 140' #11 120 t4fi' NOTES: 1. PROVIDE MINIMUM LAP SPLICE LENGTHS AND EMBEDMENTS PER TABLE UNLESS NOTED OTHERWISE. EMBEDMENT LENGTH EQUALS THE LAP SPUCE LENGTH UNLESS OTHERWISE NOTED. 2. BAR SPACING AT LAP SPLICE IS THE MINIMUM CLEAR DISTANCE BETWEEN LAPPED BARS PLUS ONE BAR DIAMETER. 3. ALL SPUCES TO BE CONTACT SPLICES AND VARIED TOGETHER UNLESS OTHERWISE APPROVED BY ENGINEER. REINFORCING LAP AND EMBEDMENT SCHEDULE �1 NOT TO SCALE 005102 BAR SIZE GRADE 60 HL HW a D CONCRETE JOINT F #3 6' 3' 3' 12 1/4' 6' #4 B. 4' 4 1/2' 3' n 15 10' 5' 5' 3 3/4 S. z 1'-0" 6' a 4 1/2' Z #7 D * MIN ! 5 1/4' Hw #8 COYER HL= 8' HOOK WIDTH 14' 09 HOOK I. QJGi1i 11 3/4' 10 1/2' 9 1/2' 90 DEG STD HOOK 1BID DEG STD HOOK I' -10' BAR SIZE GRADE 60 HL HW TL D f'c- 4.5 KSI Ldh # #3 6' 3' 3' 12 1/4' 6' #4 B. 4' 4 1/2' 3' 1 7' 15 10' 5' 5' 3 3/4 S. #6 1'-0" 6' 6' 4 1/2' 10' #7 1' - 7 T 5 1/4' 12' #8 i' -4' B' 8' 6' 14' 09 1' -7' 11 3/4' 10 1/2' 9 1/2' 15" #10 I' -10' ' -1 1/4' 17 1/2'10 3/4' 17' #11 2'-0' ' -2 3/4' 1' -1' 1 12' 19' *COMPLYING WITH MINIMUM COVER REQUIREMENTS OF ACI 318, 12.5.3. OTHERWISE Ldh MUST BE RE- CALCULATED. REINFORCING HOOK SCHEDULE n NOT TO SCALE 00$102 T o wn o Vail REVIEWED FOR CODE COMPLIAN E Date By: Code:, C IA 2 MATCH LONGITUDINAL REINF LAP LONGITUDINAL REINF 0 z ( 7 - i• • Q t �s �� �� ig 1 1/2' L- 12' a 12• J. BLACK S - - STRUCTURAL DESIGN PIPE SLEEVE DIA N NOTE: a a 1. IF 'A' DIMENSION IS LESS THAN 6' R. ANDREW PROVIDE DROP & REINFORCING AS DETAILED PROCESS THICKEN SLAB AT PENETRATION NTS W6103 4 CORNER 05012 CORNER BARS B 05012 OC Iqp I BEAM PERIMETER FL6M BEAM PERIMETER BEAM SECTION A SECTION B PERIMETER BEAM REINFORCEMENT AT CORNERS & INTERSECTIONS NTS 905103 BEAM REINF BEAM REINF BEAM TOP REINF BEAM STIRRUPS BEAM BOT REINF LONGITUDINAL BEAM /FOOTING STEP DETAIL t`s1 SCALE: 3/6' =1 • -0' 10051w 5 ALUMINUM WALL MOUNTED HANDRAIL n 005103 2 ADDITIONAL. STIRRUPS S W MATCH SCHED STIRRUP SIZE ow PROVIDE 2 ADDITIONAL STIRRUPS 2 FROM en SLEEVE -MATCH m SCHED STIRRUP SIZE a a� m 4' MIN 1' LR F IPE D < 6 (REF MECH) -5' -REF 2' 'S' -REF g SM WIDTH SCHED 2• SCHED W PIPE SLEEVE OU (8' MAX) REF MECH HORIZONTAL yam, PENETRATION AT A GRADE BEAM n NTS W5103 SUPPORT GUARDRAIL BRAT 0 V I n 1 D O I I TOEBOARD N BASE PLATE ONE 1 1 TTREAD 0 I CONCRETE n SEE STRUCTURAL STRUCTURE �• FOR STAIR AS NOTED ON DRAWINGS ALUMINUM GUARDRAIL n 00510) ID 6 / � N _ e F DOWN HANDRAIL i•-0- GUARDRAIL 1"� RETURN HANDRAIL g BASE PLATE SLAM TO GUARDRAIL SEE STD DETAILS GUARDRAIL CONCRETE STAIRS SEE STD DETAILS SEE STRUCTURAL ELEVATION ALUMINUM STAIR RAIL , Town of Vai REVIEWED FOR CODE OO M PLIAN F 1. y : w._ - Coda TOC FDN 7 W STD n a HO`rrC ti F DOST UNDISTURBED SU13GRADE - 8 FTC STEP (SEE PLAN) LAP (UNO) Z -BARS TO MATCH FTG REINF STD 90 OR 160' END HOOK MAX (Tf( Tf(2)) TYPICAL STEP FOOTING DETAIL SCALE: 3/8' =1' -0 005103 POST i N PTO BASE EDGE OF CONCRETE BASE PLATE 1 1/4' TYPICAL 1 1/4' TYPICAL m HOLE FOR FASTENERS HOLE FOR BASE PLATE FOR MOUNTING FASTENERS TO STEEL STRUCTURE BASE PLATE FOR NOTE: MOUNTING TO CONCRETE 1. TOEBOARD NOT SHOWN. ALUMINUM GUARDRAIL POST DETAIL fe1 NTS 00510) T T� PROJECT MANAGER SARAH C. CLARK ( 7 - i• • Q t �s �� �� Ground Water Rule �— Improvements Veli, Colorado 2010 STRUCTURAL TYPICAL DETAILS STRUCTURAL P.E. J. BLACK - - STRUCTURAL DESIGN J. MFTCHELL ARCHITECTURAL R. ANDREW PROCESS T.OUIGLEY /S.BODTKER MECHANICAL B. ALLERHELIGEN ELECTRICAL K. 11UECHUER O 1• 2• FlLENAME OOS103.dwg SHEET f� r1 q �VS 1 OJ 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY D. CROS.BACHER ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 SCALE AS NOTED IIIf� C B A 2 3 4 5 6 7 8 UNTEL REINFORCEMENT SCHEDULE MARK 'W' - R" 'L' 'H' STIRRUPS REMARKS ML -1 1' -4' THRU 3' -4' 1) I)5 25' 8" - TOP UNTEL BARS WHEN SCHEDULED ML -2 1' -4' THRU 3' -4' 2) #5 25' 16' - IN HORIZ WHERE INDICATED ON ML -3 3' -5' THRU 6' -8' 2) A5 25' 24' - TERMINATE BOND BEAM & JOINT REINF EACH SIDE OF MCJ EXCEPT AS NOTED CONTINUE BOND BEAM REINF THRU MCJ AT TOP OF WALL & INTERMEDIATE FRAMING /FLOORS BOND BEAM SEE SCHEDULE FOR TYP/ BAR SIZE QU OR AND SPACING TOP OF WALL BOND BEAM SEE DRAWINGS FOR BAR SIZE AND QUANTITY —SEE DRAWINGS FOR TYP VERT REINF BARS SIZE AND SPACING TERMINATE BOND BEAM REINF AT OPENINGS . SEE SCHEDULE AND NOTE 2 GROUT UNTEL SCUD TYP NOTES 1. OPENINGS 6' OR LESS WIDE MAY OCCUR WITHOUT LINTEL REINFORCING AS LONG AS NO REINFORCING IS INTERRUPTED. 2. ML -1 TO BE USED ONLY AT NON -LOAD BEARING SITUATIONS. 3. SEE DRAWINGS FOR LINTEL TYPES. WHERE UNTEL TYPES ARE NOT SHOWN PROVIDE UNTELS FROM THE ABOVE SCHEDULE BASED ON THICKNESS OF WALL AND MAX CLEAR OPENING WIDTH AND VERIFY LINTEL TYPE W /ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE OTHER DRAWING DETAILS INDICATE SOLID MASONRY SILL, PLACE BOND BEAM REINF IN FIRST COURSE BELOW SOLD CMU. 3. PROVIDE BOND BEAM AT ALL ELEVATED FLOORS WITH SAME REINFORCING AS TOP OF WALL, UNO. 4. STRAIGHT BARS EMBEDDED ONE CONCRETE LAP LENGTH INTO CONC FOUNDATION MAY BE USED AT CONTRACTOR'S OPTION. S. UNTEL REINFORCING AND BARS PASSING THROUGH 'H' SHALL NOT BE SPLICED. 6. SHORE LINTEL MINIMUM 7 DAYS AFTER GROUTING OR UNTIL GROUT ATTAINS FULL DESIGN STRENGTH. CMU REINFORCING n NOT TO SCALE 0104 CORNER VERT - '--ONE CORNER BAR SE SAME SIZE AS VERTS SEE 1 BOND REAM BARS J CORNER VERTS REINFORCING (WHEN SCHEDULED) SHOWN R' 3 TYPICAL WALL REINF BARS SEE SCHEDULE TOP UNTEL BARS WHEN SCHEDULED PROVIDE HAIRPINS ._ FT Y U REINF O ALL MCJ'S WALL REI NF LAP SPECIFIED IN HORIZ WHERE INDICATED ON ,7 PLAN 5 JAMB OR END OF WALL ° - BEAM (SHOWN) & 9 GAGE WIRE, JOINT REINF AT 16' VERT SPACING BETWEEN BOND BEAMS DISCONTINUOUS AT MCJ BELOW OPENINGS MCJ ALL OTHER REINFORCED STIRRUPS (WHENo ELEMENTS SUCH AS TYP, SEE DETAIL i/OOS104 LINTELS & INTERMEDIATE 7 - • 'R' u SCHEDULED) W /180' AWN) SCHEDULED TYP HK EACH END x K M O° z d z w n ) SEE TYPICAL DETAIL FOR 'R' VENT REINF AT JAMB OF F z o FOOTING OR N A BON- DOWELS IN FOUNDATIO W /STD HOOKS i BEAM AT FLOOR LEVEL O ALL VERTICAL BARS SEE NOTE 4 a WALL ELEVATION o NOTES: 1. ONLY UNTEL GROUT IS SHOWN. GROUT SOLID ALL REINFORCED SECTION OF LINTEL AT OPENING CELLS. SEE CMU WALL REINF SCHEDULE- NOTES 1. OPENINGS 6' OR LESS WIDE MAY OCCUR WITHOUT LINTEL REINFORCING AS LONG AS NO REINFORCING IS INTERRUPTED. 2. ML -1 TO BE USED ONLY AT NON -LOAD BEARING SITUATIONS. 3. SEE DRAWINGS FOR LINTEL TYPES. WHERE UNTEL TYPES ARE NOT SHOWN PROVIDE UNTELS FROM THE ABOVE SCHEDULE BASED ON THICKNESS OF WALL AND MAX CLEAR OPENING WIDTH AND VERIFY LINTEL TYPE W /ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE OTHER DRAWING DETAILS INDICATE SOLID MASONRY SILL, PLACE BOND BEAM REINF IN FIRST COURSE BELOW SOLD CMU. 3. PROVIDE BOND BEAM AT ALL ELEVATED FLOORS WITH SAME REINFORCING AS TOP OF WALL, UNO. 4. STRAIGHT BARS EMBEDDED ONE CONCRETE LAP LENGTH INTO CONC FOUNDATION MAY BE USED AT CONTRACTOR'S OPTION. S. UNTEL REINFORCING AND BARS PASSING THROUGH 'H' SHALL NOT BE SPLICED. 6. SHORE LINTEL MINIMUM 7 DAYS AFTER GROUTING OR UNTIL GROUT ATTAINS FULL DESIGN STRENGTH. CMU REINFORCING n NOT TO SCALE 0104 CORNER VERT - '--ONE CORNER BAR INTERSECTION SAME SIZE AS VERTS SEE 1 BOND REAM BARS SCHEDULE CORNER VERTS REINFORCING (WHEN SCHEDULED) SHOWN CORNER INTERSECTION STD 90 DEG PROVIDE HAIRPINS HOOK TYP ROOF BOND TYPE BEAM 8' WALL THK REINFORCING VENTS SHOWN #5015 CC, SINGLE CENTERED JAMB VENTS MCJ VENTS SEE SCHEDULE SEE SCHED PROVIDE HAIRPINS TERMINATE INTERMEDIATE HORIZ SIZED MATCH REINF O ALL MCJ'S WALL REI NF LAP SPECIFIED IN HORIZ WHERE INDICATED ON z PLAN 5 JAMB OR END OF WALL NOTES: 1. FOR REINFORCING SEE 'CMU REINFORCING SCHEDULE'. 2. INDICATES LOCATION OF VERT BARS O CENTERUNE OF WALL. UNO IN SCHEDULE 3. EXTEND MCI FULL HEIGHT OF MASONRY BOND BEAM. 4. LIMIT DISTANCE BETWEEN MCI TO MAX 24' -0'. SEE DRAWINGS FOR LOCATIONS. 5. HORIZONTAL JOINT REINFORCING NOT SHOWN. 6. MODIFY BAR CONFIGURATION SHOWN AS REQUIRED WHERE TWO VERTICAL REINFORCING BARS ARE SHOWN ON THE SCHEDULE. 7. SEE ARCHITECTURAL DRAWINGS FOR MCJ DETAILS AND REMAINDER OF JOINT DETAILS. CMU MASONRY CONTROL JOINT (MCJ) PROVIDE HAIRPINS BERRY CREEK SIZED TO MATCH WALT. TYPE REINF LAP TO HORIZ 8' WALL THK WHERE INDICATED ON VENTS PLAN #5015 CC, SINGLE CENTERED RAKE OUT MORTAR MCJ VENTS APPLY SEALANT TYP EA SEE SCHED FACE UNO 25' MCI FULL HEIGHT 2 -05, SINGLE CENTERED SEE DET 3 /00S104 HORN REBAR a z CONRINUOUS THRU MCJ 5 � AT ROOF LEVEL BOND - BEAM (SHOWN) & 9 GAGE WIRE, JOINT REINF AT 16' VERT SPACING BETWEEN BOND BEAMS DISCONTINUOUS AT MCJ BELOW OPENINGS 2 - #5 ALL OTHER REINFORCED ELEMENTS SUCH AS TYP, SEE DETAIL i/OOS104 LINTELS & INTERMEDIATE BOND BEAMS (NOT �� AWN) SCHEDULED TYP MASONRY CONTROL JOINT (MCJ) C[F Al(Ilr S SINGLE CENTERED NOTES 1. PROVIDE REINFORCING NOTED FOR ALL MASONRY WALLS UNLESS OTHERWISE NOTED ON PLAN. 2. MAINTAIN MINIMUM 3' X 3' CONTINUOUS VERTICAL CELL AT EACH REBAR. PLACE WALLS TO MAXIMUM 4' -0' HEIGHT BEFORE GROUTING. 3. PLACE REBAR IN WALL WITH LAP SPLICE LENGTH PER OTHER DETAIL 4. GROUT ONLY THE CELLS WITH REINFORCING IN SCHEDULE. LOCATE ONE VERTICAL RUN OF REINFORCEMENT AT ALL CORNERS AND EACH SIDE OF ALL MCJ'S. 5. PROVIDE WIRE REBAR POSTTIONERS TO HOLD BARS IN PLACE 6. STOP GROUT POUR 1/2' BELOW TOP OF COURSE AT EACH GROUT LIFT. CMU REINFORCING SCHEDULE n 3/4- -1' -0' 100SIG4 MASONRY LAP SPLICE LENGTHS : VM -1500 psL fy - 60000 poi STRUCTURE/WALL LOCATION BERRY CREEK REMARKS TYPE REINFORCING LOCATION 8' WALL THK BAR O EDGE VENTS VERTICAL BARS #5015 CC, SINGLE CENTERED 19' 19' JAMBS 2 2-#50a- ELLS EACH SIDE LL CENTERED SEE DETAIL 3 /00S1D4 25' CORNERS /INTERSECTIONS 2 -05, SINGLE CENTERED SEE DET 3 /00S104 48 MCI 1- #5016 OC, SINGLE CENTERED EACH SIDE SEE DETAIL 3 0051 Q4 / HORIZ TOP OF WALL BOND BEAMS 2 - #5 - HORIZ JOINT REINF 9 GAGE WIRE, JOINT REINF AT 16' VERT SPACING BETWEEN BOND BEAMS BELOW OPENINGS 2 - #5 LINTELS TYP, SEE DETAIL i/OOS104 INTERMEDIATE BOND BEAMS 2-05 WHERE SHOWN C[F Al(Ilr S SINGLE CENTERED NOTES 1. PROVIDE REINFORCING NOTED FOR ALL MASONRY WALLS UNLESS OTHERWISE NOTED ON PLAN. 2. MAINTAIN MINIMUM 3' X 3' CONTINUOUS VERTICAL CELL AT EACH REBAR. PLACE WALLS TO MAXIMUM 4' -0' HEIGHT BEFORE GROUTING. 3. PLACE REBAR IN WALL WITH LAP SPLICE LENGTH PER OTHER DETAIL 4. GROUT ONLY THE CELLS WITH REINFORCING IN SCHEDULE. LOCATE ONE VERTICAL RUN OF REINFORCEMENT AT ALL CORNERS AND EACH SIDE OF ALL MCJ'S. 5. PROVIDE WIRE REBAR POSTTIONERS TO HOLD BARS IN PLACE 6. STOP GROUT POUR 1/2' BELOW TOP OF COURSE AT EACH GROUT LIFT. CMU REINFORCING SCHEDULE n 3/4- -1' -0' 100SIG4 MASONRY LAP SPLICE LENGTHS : VM -1500 psL fy - 60000 poi a , SIZE 6' BLOCK 12' BLOCK BAR O CL BAR O EDGE BAR O CL BAR O EDGE /3 19' 19' 19' 19' 14 25' 31' 25' 28' 05 31' 48 31' 43' 52 - WHEN REOD SPLICE LENGTH EXCEEDS 4' -0' USE HIGH UFT GROUTING WITH NO SPLICES OR USE MECHANICAL TENSION SPLICES WITH LOW UFT GROUTING. CMU REINFORCING LAP SCHEDULE n NO SCALE QIS104 S - ta AWW Vail, Colorado Ground Water Rule Improvements 2010 Iowa of 'Vail REVIEWED FOR L uU COMPLIgN Date: Code: STRUCTURAL TYPICAL DETAILS 0 1' 2 FILENAME OOS104.dwg SCALE AS NOTED D E B A O X ) L O t Q Q" OCR ^ CCCC ` iQCOC V C - NEW CL. COIITACT W PIPE PIPE w O.D. O.D. m V-0 MIN. 1L 1 �-+ A FLOWFILL TO SPRINGUNE J _, is v n ... THRUST COLLAR FOR 24'0 PIPE (4000 PSI CONC.) SEE TABLE FOR REINFORCING. SEE NOTE 2. SECTION A —A 1 $ PROVIDE THRUST COLLAR AS NOTED ON PLANS. TYPICAL 2. COMPACTED AGGREGATE LEVELING COURSE. 12' THICK, 1' WASHED ROCK. 3. REINFORCING SHALL BE 2' CLEAR WHERE FORMED AND 3' CLEAR WHERE CAST AGAINST EARTH. 4. SEE DETAIL 9/O00002 FOR TAPE PLACEMENT. S. SEE DETAIL 1/OOS102 FOR DM;A REINFORCING AROUND OPENINGS. i y O Q Q Q ^e x' c, -• V Q Ci •, r: _ = C_O_�.•��Ci= J1 1 3 ,_ 0 . CONCRETE THRUST ANCHOR DETAIL �1 SCALE: N.T.S. 060101 REINFORCING TABLE PIPE SIZE 0 (INCHES) A 8 C W NO. OF RESTRAINT REINFORCING STRUCTURAL TYPICAL DETAILS STRUCTURAL P.E. RINGS /COLLAR STRUCTURAL DESIGN J. MITCHELL 06 0 10' O.C., E.F. 24 2' -0' 3' -O' 3' -0' 5' -0' 2 VERTICAL BARS. MECHANICAL 9. ALLERHEIUGEN 15 06 EQUALLY SPACED ELECTRICAL K. BUECHLER FlLENAME 005105.dr9 HORIZONTAL BARS 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY D. GROSENBACHER ISSUE 17 0 12' O.C., EF. 30 2' -8' 3' -0' 3' -0' 9' -0' 2 VERTICAL BARS, 17 #a EQUALLY SPACED HORIZONTAL BARS - fc" 1 Ot Vaii REV E ED FOR PUAN COp Date: L PROJECT MANAGER SARAH C. CLARK � y' • e * 0 �� X : • 0� • - � N [.\ v V� NG Ground Water Rule Improvements Vail, Colorado - I010 STRUCTURAL TYPICAL DETAILS STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.OUIGLE)' /S.BODTKER MECHANICAL 9. ALLERHEIUGEN ELECTRICAL K. BUECHLER FlLENAME 005105.dr9 SHEET OOS'1 OrJ 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY D. GROSENBACHER ISSUE I DATE I DESCRIPTION I PROJECT NUMBER 000000000092383 SCALE I AS NOTED VALVE ANTHSIPHON VALVE A? V STET 2 SOLUTION TUBE LENGTH 5 3/4 � I 4 1 5 1 6 1 7 1 8 J 3 4 - TRANSITION TO CORPORATION -/ TUBING WITH BARB COCK AND HOSE CLAMP N.P.T. S TUBE N.P.T. INJECTION 1/2 THREADED PORT BALL VALVE NOTE: 1. SEE INDIVIDUAL PROCESS SHEETS FOR STATIC MIXER INJECTOR ORIENTATION 2. THIS INJECTION DETAIL IS FOR A STATIC MIXER APPLICATION CHEMICAL INJECTOR DETAIL n NO SCALE 000001 3 PROVIDE MAKEUP SHIMS IF NECESSARY GENERAL NOTES - 1. GROUT AS REQUIRED TO CREATE A LEVEL SURFACE TO MOUNT SCALE AND CONTAINMENT PAN. 2. ANCHOR EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. GROUT AND EPDXY ANCHORS TO EXISTNG FLOOR SLABS AND BOLT AND EPDXY TO NEW FLOOR SLABS. WELL PIPING AIR RELEASE VALVE DETAIL n NOT TO SCALE 000001 NOP EnpinwMy be 0 10/15/2010 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION 1 FEMALE QUICK DISCONNECT COUPLER (POLYPROPYLENE) 1' MALE QUICK DISCONNECT COUPLER (POLYPROPYLENE) 15 GAL FL DRL FLEXIBLE VENT CONNECTION NO SCALE p RE PROJECT MANAGER SARAH C. CLARK O �� 96 STRUCTURAL P.E. J. BLACK 4 �� 3RUCTURAL DESIGN J. MITCHELL V ELECTRICAL K. 'UECHLER DRAWN BY R. NELSON PROJECT NUMBER 00000000009 1 1/4 WATER LINE I,. — o- 4 CONTAINMENT \TFORM 1 1/4 BALL VALVE AMN=6� otvail ( 'WED F®Fi CONTAINMEW PAN L!Q' E ERGENCY E FL AND CI CONTAINMENT SCALES (-2 Date: NO SCALE CWODI - - - -- SLAB THICKNESS & By: - - REINFORCING VARIES CO (I^ _ 9 _ . - fi'" C) / WALL SLEFV MINIMUM OF 6' OFF FINISHED FLOOR RIGID 1 PVC, W/WALL SUPPORTS. SEE DETAIL 8/00DO02 1' FEMALE ADAPTOR (POLYPROPYLENE) - 1 FLEX. PVC J HOSE 1 MPT x I HOSE BARB (POLYPROPYLENE) PIPE ENCASEMENT REINFORCING TABLE PIPE STIRRUPS n SIZE SPECIFIC NOTES 1O CHEMICAL METERING PUMP. BARS 4 - -14 #3012 3 #4 16 - -20 #3012 4 #4 24 - -30 O FIBERGLASS SUPPORT BRACKET (TYP. 4 #4 36 - -48 4468 5 #4 OF 2). SIZE TO HANDLE A TOTAL WEIGHT OF 25 LBS. IN O� - - -- 2 O3 3/4' 0 HOLE FOR 5 /8' 0 SS ANCHOR. (TYP. 2 EACH BRACKET.) 3 4 5 O 1 1/2' FIBERGLASS GRATING. 8 3 - I O Z 2 - x2 - x1/4 - FIBERGLASS (TYP.) VARIES GAP TO ALLOW PIPING PASS THROUGH. 7O ASSEMBLE BY FRP LAY -UP OR BOLT ELEVATION PLAN TOGETHER WITH FIBERGLASS HARDWARE PUMP SHELF DETAIL n I OODO01 VENT SCREEN 1' STEEL PIPE ROUTED CORE DRILL OPENING AND SEAL TO FLOOR DRAIN WITH COMPRESSIBLE OR EXPANDABLE FOAM SEALANT. AIR RELEASE VALVE (SIZE PER SCHEDULE) WELL HOUSE WALL UNION PRESSURE CAGE ISOLATION CATE VALVE TO MATCH AIR VALVE SIZE. 1/2' TAP AND BALL VALVE FOR INSTRUMENTATION 1/2 TAP AND CROSS BALL VALVE TAP TO MATCH AIR VALVE SIZE WELL PIPING AIR RELEASE VALVE DETAIL n NOT TO SCALE 000001 NOP EnpinwMy be 0 10/15/2010 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION 1 FEMALE QUICK DISCONNECT COUPLER (POLYPROPYLENE) 1' MALE QUICK DISCONNECT COUPLER (POLYPROPYLENE) 15 GAL FL DRL FLEXIBLE VENT CONNECTION NO SCALE p RE PROJECT MANAGER SARAH C. CLARK O �� 96 STRUCTURAL P.E. J. BLACK 4 �� 3RUCTURAL DESIGN J. MITCHELL V ELECTRICAL K. 'UECHLER DRAWN BY R. NELSON PROJECT NUMBER 00000000009 1 1/4 WATER LINE I,. — o- 4 CONTAINMENT \TFORM 1 1/4 BALL VALVE AMN=6� otvail ( 'WED F®Fi CONTAINMEW PAN L!Q' E ERGENCY E FL AND CI CONTAINMENT SCALES (-2 Date: NO SCALE CWODI - - - -- SLAB THICKNESS & By: - - REINFORCING VARIES CO (I^ _ 9 _ . - fi'" C) / WALL SLEFV MINIMUM OF 6' OFF FINISHED FLOOR RIGID 1 PVC, W/WALL SUPPORTS. SEE DETAIL 8/00DO02 1' FEMALE ADAPTOR (POLYPROPYLENE) - 1 FLEX. PVC J HOSE 1 MPT x I HOSE BARB (POLYPROPYLENE) PIPE ENCASEMENT REINFORCING TABLE PIPE STIRRUPS BOTTOM SIZE BARS 4 - -14 #3012 3 #4 16 - -20 #3012 4 #4 24 - -30 #4012 4 #4 36 - -48 4468 5 #4 NOTE: FOR ALL UNDERSLAB PIPE ENCASEMENT WHEN 0 < 4'-0 6' MIN UNDERSLAB PIPE ENCASEMENT n NO SCALE OOD001 GAUGE POINT OF INJECTION V BACK PRESSURE/ A" SIPHON VALVE CHEMICAL METERING PUMPS n NO SCALE OOD001 Ground Water Rule General Process Details Improvements 16/1 a 1 2 FILENAME OOD001.dwg SHEET Vail, Colorado 2010 SCALE AS NOTED 00DO01 `PIPE PLUGGED AT BOTTOM OF TEE �1 1/4 DRAIN [( WELL ALL HOUSE W NOTES 1. BOLT HEADS SHALL FACE TOWARDS IWERIOR OF STRUCTURES. MODULAR WALL SEAL n NO SCALE 000001 0 C B A 1 PIPE PIPE SIZE MAXIMUM SPACING ' ANCHOR BOLT SIZE FOR STANDARD BRACKETS U -BOLT DIA 4' 10 3 /a" 1/2' 6' 15' 1* 1 5/8' e' 15' ,• 5/e" 10' 20' 1 • 3 4' 12' 20' 1" 7/8" 14' 20' 1" 7/8' 16 20' 1" 7/8' 18" 16' 1' 1" 20" 13' ,' 1" 24' 10' ,• 1" 5 6 1 SEE DETAIL 2/00DO02 FOR HANGER ROD MOUNT 2 HANGER ROD (SEE TABLE) PIPE SIZE VARIES , PIPE SIZE ROD SIZEI PIPE SIZE IROD SIZE 2' & SMALLER 3/8" 8' -12' 7 8" 2 1 2 & 3' 1/2 14 " -18 1' 4' & 6' 3/4 20' -30' 16" CLEVIS PIPE SUPPORT n NO SCALE 00DOD2 d o I d l��p I 11 ------ __ --- — ---- ii_ METAL STRUT \ FRAMING STL P WASHER HOT DIP GALV SST ADHESIVE AFTER FABRICATION ANCHORS, TYPICAL 2 HANGER ROD 12' N4TF 1. SUPPORT SYSTEM COMPONENTS MATERIALS AND SIZING SHALL COMPLY WITH SPEC SECTION 15090. _HANGER ROD MOUNT n NO SCALE 00fM102 ANCHOR, SEE SCHEDULE U -BOLT, SEE SCHEDULE WALL BRACKET FACE OF WALL k UNLESS SHOWN OTHERWISE ON THESE PLANS. SPACINGS SHOWN ARE FOR METAL PIPE ONLY. REFER TO SECTION 15090 FOR PVC SPACING REQUIREMENTS. 3 4" MIN, TYPICAL 4 8 ADD RUBBER OR FELT BETWEEN PIPE AND SADDLE LENGTH & THREADS TO _ ALLOW MINIMUM AND MAXIMUM DIMENSIONS SHOWN IN TABLE. USE n STRAIGHT THREADS. 'A' SCHEDULE 40 PIPE "C. THREADED 150 LB REDUCING FLANGE III: • II f (4) EPDXY ADHESIVE ANCHORS, SEE TABLE PIPE STRAP PIPE SIZE PIPE PIPE ANCHOR PEDESTAL ADD RUBBER OR STRAP BOLTS, DIA THICKNESS 6 " -12" FELT BETWEEN 1/2' 12' 14 " -24' 3/8'x2 1/2' PIPE AND SADDLE 16" 30' -48 1/2 3/4' ANCHOR BOLT 8 13 5/8 PROCESS 3/4' CHAMFER AT ALL 2 1/2 1 1/2 9 MECHANICAL EXPOSED EDGES, TYPICAL n S 3 1/2 4 . PROVIDE ONE LAYER #30 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY ROOFING FELT TO BREAK V DATE DESCRIPTION PROJECT NUMBER BOND N a d 3 W 9 10 1/2 e #3 HOOP 04' 5 6 3 2 1/2 4-15 VERTICAL BARS 11 1/2 16 1/2 5/8 5 10 3 2 1/2 9 .� 18 1/2 < i ." 5 •� _ 3 2 1/2 EPDXY GROUT 15 19 1/2 EXISTING SLAB NEW CONSTRUCTION PIPE PIPE ANCHOR PEDESTAL SIZE. OIA STRAP BOLTS, DIA THICKNESS 6 " -12" 1/4 "x2" 1/2' 12' 14 " -24' 3/8'x2 1/2' 5/8' 16" 30' -48 1/2 3/4' 24' SADDLE PIPE SUPPORT n NO SCALE OOD002 WALL BRACKET PIPE SUPPORT NO SCALE 000002 1/2" PLATE -SIZE TO FLANGE SUIT PI PE FLANGE _ o O 0 0 �o o, ,o o, o 3/B FLA NG �N t N 6' SCH 40 PIPE FOR 12' & UP O 4' SCH 40 PIPE FOR 10" 3' SCH 40 PIPE FOR 8" 2 1/2" SCH 40 PIPE FOR 6' 2' SCH 40 PIPE FOR 4' w 3/8 1' NON- D � 4 I . SHRINK GROUT C1 O DIA O ANCHORS WITH .- LEVELING NUTS O C1 & WASHERS 1/2 STEEL PLATE WITH 1/2' RADIUS CORNERS NOTE FLOOR PLATE SECTION 1. NOT INTENDED FOR THRUST' RESTRAINT. FLANGED PIPE SUPPORT n NO SCALE DD0W2 Town of Vail REVIEWED FOR CODE COMPLIAIV E D X/ I ate: S l By: Code: RE FLOOR PIP SUPPORT SCHED DIMENSIONS IN INCHES PIPE PROJECT MANAGER SARAH C. CLARK " 'D' ANCHORS STRUCTURAL P.E. J. BLACK DIA EMBED SIZE STRUCTURAL DESIGN J. MITCHELL S 2 1/2 2 1/2 ARCHITECTURAL R. ANDREW 8 13 5/8 PROCESS T.OUIGLEY /S.BODTKEF 2 1/2 1 1/2 9 MECHANICAL B. ALLERHEIUGEN S/8 S 3 1/2 ELECTRICAL K. BUECHLER 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER OOOCOD000092383 1/2" PLATE -SIZE TO FLANGE SUIT PI PE FLANGE _ o O 0 0 �o o, ,o o, o 3/B FLA NG �N t N 6' SCH 40 PIPE FOR 12' & UP O 4' SCH 40 PIPE FOR 10" 3' SCH 40 PIPE FOR 8" 2 1/2" SCH 40 PIPE FOR 6' 2' SCH 40 PIPE FOR 4' w 3/8 1' NON- D � 4 I . SHRINK GROUT C1 O DIA O ANCHORS WITH .- LEVELING NUTS O C1 & WASHERS 1/2 STEEL PLATE WITH 1/2' RADIUS CORNERS NOTE FLOOR PLATE SECTION 1. NOT INTENDED FOR THRUST' RESTRAINT. FLANGED PIPE SUPPORT n NO SCALE DD0W2 Town of Vail REVIEWED FOR CODE COMPLIAIV E D X/ I ate: S l By: Code: RE FLOOR PIP SUPPORT SCHED DIMENSIONS IN INCHES PIPE A " „ " 'D' ANCHORS MINIMUM MAXIMUM DIA EMBED SIZE S 2 1/2 2 1/2 1 1/2 9 8 13 5/8 5 3 2 1/2 1 1/2 9 8 1/2 13 i/2 S/8 S 3 1/2 2 1/2 1 1/2 9 8 1/2 13 i/2 5/8 5 4 3 2 1/2 9 9 1/2 14 6 3 2 1/2 9 10 1/2 15 1/2 5/8 5 6 3 2 1/2 9 11 1/2 16 1/2 5/8 5 10 3 2 1/2 9 13 1/2 18 1/2 5/6 5 12 3 2 1/2 9 15 19 1/2 5/8 5 14 4 3 11 16 1/2 20 1/2 3/4 6 5/8 16 4 3 11 17 1/2 22 1/2 3/4 6 5/8 18 6 3 1/2 13 1/2 19 1/2 24 3/4 6 5/8 20 6 3 i/2 13 1/2 21 25 1/2 3/4 6 5/8 24 6 4 13 112 23 1/2 28 1/2 3/4 6 5/8 30 6 4 13 1/2 27 31 112 3/4 6 5/8 32 6 4 13 1/2 28 1/2 32 1/2 3/4 6 5/8 36 6 a 13 1/2 30 1/2 34 1/2 3/4 5 5/8 ADJUSTABLE PIPE SUPPORT n NO SCALE 00DO02 'Z" FITTING MODULAR FRAMING STRUT, 5' -0" OC MAX, UNLESS SHOWN OTHERWISE t12. PIPE CLAMP -WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT CLAMP WITH LOOSE FR, COPPER TUBES TO o HAVE 2' STRIP OF RUBBER FABRIC ? WHERE LENGTH EXCEEDS 3' -O', PROVIDE INTERMEDIATE SUPPORTS AT MAX 3' -0' SPACING 1. UP TO 8' DIAMETER PIPES ONLY. MAXIMUM OF 3 -6' PIPES. 1/2 EXPANSION OR EPDXY ADHESIVE ANCHORS INTO CONCRETE, 1/2' BOLTS NTO WOOD OR METAL WALLS FACE OF WALL OR CEILING SURFACE MOUNT MODULAR STRUT PIPE SUPPORT NO SCALE 01G501 C, o o ail, Colorado Ground Water Rule Improvements General Process Details FILENAME OODDO2.dMg SHEET 2010 ScuE AS NOTED OOD002 7 PIPE SADDLE PROVIDE CLAMP WITH SUPPORT o D C B A ) 0A "DETAIL 1 HAS BEEN REMOVED FROM THE SCOPE OF WORK FOR THIS PROJECT" 3 4 g I 6 I T NO. 6 AWG COPPER WIRE INSULATED JONT CADWELD (TYP.) v SEE D L 4 /000003. CADWELD (SYP.) 16" MAX. LENGTH PIPE q NEW WATERLINE TEST SITE. SPEC SECTION BO ACROSS P — JOIN 73171 36" - NO. 6 AWG 1Y - N0. 8 AWG COPPER ME COPPER WIRE (s) No. e - STRAND CTYP.) 24" E No. z Awc COPPER WIRE HMW — PE CABLE INSULATING JOINT BOND DETAIL FOLLOWER RING (TYP. OF 2) NO SCALE OOD003 NEW WATERLINE COUPLING SLEEVE BONDING ACROSS COUPLING NOTE: ALL WIRE SHALL HAVE TYPE CP INSULATION ONE PIECE IN JOINT BONDING DETAIL n TRENTON #I WAX TAPE SLEEVE AND WASHER AND 81 OPRI NO SCALE DOD007 INSULATING GASKET TRENTON Al WAX TAPE *IMER GASKET ROD ONE PIECE NSULATING FL LEEVE AND LUASHER N- jj BOL T OPTIO ER (F f OPT STEEL WASHER (F a36) NT ONE PIECE INSULATING S LEEVE AND WASHER 6 INSULATED JOINT INSULATED ROD Town o f Vail INSULATED JOINT DETAIL n REVIEWED FOR CODE NO SCALE CO M P LI A E Date: By: - -9_ 8 0 C B A i m nOQ �pNMro9• Fr. ISSUED FOR CONSTRUCTION �p REG /SP ROJECi MANAGER SARAH C. CLARK Q •• C •• STRUCTURAL P.E. J. BLACK o • •° � Ground Water RUCNRAL DESIGN J. MITCHELL V • � General Process Details ARCHITECTURAL R. ANDREW • e0� � Rule PROCESS T OUICLEY /SBODTKER 3� Improvements MECHANICAL B. ALLERHEIUGEN ELECTRICAL K. BUECHLER 0 FlLFJiAME OOD003.dw DRAWN BY R. NELSON PROJECT NUMBER 000000000092383 0 N 5 1 � Vail, Colorado 2010 OOD003 SCALE AS NOTED 1 2 3 4 5 6 FAN SCHEDULE TAG SERVICE AIRFLOW (CFMI MIN FREE AREA P IE) AIR ESSP. OUTLET SOUND POWER MANUFACTURER FAN NOTES TAG I TYPE I DESCRIPTION BERRY CREEK WELL BLDG PUMP ROOM INTAKE TAG TAG SERVICE TYPE WHffLTYPE FLOW TOTAL STATIC VE LEVEL CRITERIA D SPEED MOTOR VOLTS/ OPERATING MANUFACTURER MODE. NOTES RUSKN ELF211D 1,2 LVR.3 CFM PRESSURE {IN WG) (FPM) (SONES) TYPE RPM) SIZE (HP) PHASE wOCNr (LESS) 1,2 LVR-0 BERRY CREEK WELL BLDG- CHEM FEED ROOM EXIAUSi EF -1 BERRY CREEK WELL BLDG- PUMP ROOM WALL MTD PROPELLER 1 570 1 0,125 948 8.6 "'1 1530 1120 1207 54 GOOK SWD 1 EF -2 BERRY GREEK WELL BLDG CHEM FEED ROOM WALL MTD PROPELLER 500 0.125 531 8.7 DRECT 1539 1/20 120!7 S4 COOK SWD 1 NOTES 1- PROVIDE WITH MOTOR GUARD UNIT VENTILATOR SCHEDULE TAG SERVICE AIRFLOW (CFMI MIN FREE AREA P IE) MIN SENSIBLE ESSP. BYTERIK9 AIR ELECTRICAL MANUFACTURER ELECTRICAL NOTES TAG I TYPE I DESCRIPTION BERRY CREEK WELL BLDG PUMP ROOM INTAKE TAG LOCATION TYPE AR FLOW $RISIBLE ROTOR HP TAG LOCATION CFM TYPE CAPACITY ON ING) (DEG F) MOIH1111Yi MA4A�ACTURER MODEL No— RUSKN ELF211D 1,2 LVR.3 (MBH) 500 1 42 0.015 KW VOLTS /PWLSE MCA MOCP VOLTSIPHASE 1,2 LVR-0 BERRY CREEK WELL BLDG- CHEM FEED ROOM EXIAUSi UVA BERRY CREEK WELL BLDG PUMP ROOM 570 700 3 1 1.0 -B SVSPENDED t0 460!3 16.3 20 U2 MCOUAY LAM002A 1,2 W -2 BERRY CREEK WELL BLDG CHEM FEED ROOM 500 ELECTRK: 26.1 1 0 -0 SUSPENDED t0 46013 16.3 ZO t2 MCOUAY 1AH002A 1,2 NOTES 1- PROVIDE FILTER RACK Wf H 2' THROWAWAY FILTERS 2- PROVIDE WITH WALL MOUNTED THERMOSTAT UNIT HEATER SCHEDULE TAG SERVICE AIRFLOW (CFMI MIN FREE AREA P IE) MIN MAX vELGCrry (FPMI INLET ELECTRICAL MANUFACTURER MODEL NOTES TAG I TYPE I DESCRIPTION BERRY CREEK WELL BLDG PUMP ROOM INTAKE TAG LOCATION TYPE AR FLOW $RISIBLE DELTAT MANUFACTURER MODEL NOTES LVR -2 BERRY CREEK WELL BLOC- PUMP ROOM E)NAUST 570 (CiM) CAPACITY (DEG F) 7,2,3 N OTES'. RUSKN ELF211D 1,2 LVR.3 BERRY GREEK WELL BLDG CHEM FEED ROOM INTAKE 500 1 42 0.015 RBI 4' STAGES KW VOLTSIPHASE 1,2 LVR-0 BERRY CREEK WELL BLDG- CHEM FEED ROOM EXIAUSi UN-1 BERRY CREEK WELL BLDG PUMP ROOM ELECTRIC 700 5.7 11 1 2 460J3 RE,'NOR EGHB 12 UH-2 BERRY CREEK PUMP WELL BLD PUMP ROOM ELECTRIC 700 5.7 11 1 2 460(3 RE2N6R EGHB 12 U -3 BERRY CREEK WELL BLDG. CHEM FEED ROOM ELECTRK: 700 4.0 11 1 2 4643 RE23NOR EGHB 1,2 UH4 I BERRY CREEK WELL BLDG CHEM FEED ROOM EL ^CTRD 700 4.0 11 2 4603 RE23NOR I EGHB 1.2 NOTES. I. PROVIDE WITH WALL MOUNTED THERMOSTAT E PROVIDE CORROSION RESISTANCE LOUVER SCHEDULE TAG SERVICE AIRFLOW (CFMI MIN FREE AREA P IE) M^X PRESSURE LOSS (IN WG) MAX vELGCrry (FPMI INLET FLOOR DRAIN MANUFACTURER MODEL NOTES TAG I TYPE I DESCRIPTION BERRY CREEK WELL BLDG PUMP ROOM INTAKE 570 1.42 0.02 401 F ONCHIES) NOTES RUSKN ELF211D 1,2 LVR -2 BERRY CREEK WELL BLOC- PUMP ROOM E)NAUST 570 1 d 2 03 0.1 401 7,2,3 N OTES'. RUSKN ELF211D 1,2 LVR.3 BERRY GREEK WELL BLDG CHEM FEED ROOM INTAKE 500 1 42 0.015 352 4' RUSKN ELF211D 1,2 LVR-0 BERRY CREEK WELL BLDG- CHEM FEED ROOM EXIAUSi 500 1.42 0025 352 RUSKN ELF2110 1,2 NOTES 1-PROVIDE WITH BIRD SCREENS 2- PRESSURE LOSS DOES NOT INCLUDE BRD SCREEN LOSS NO 0 c, C i L '< o 64 VI; I r L 7 EXTERIOR WALL WALL BRACKET SUPPORT PROVIDED BY UNIT MANUFACTURER f UNIT HEATER, SEE FLOOR /// PLANS FOR LOCATION. UNIT HEATER DETAIL /1 NOT TO SCALE OOI102 PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T_OUIGLEY /S- BODTKER MECHANICAL B. ALLERHEIUGEN ELECTRICAL K. BUECHLER DRAWN BY - AIRFLOW LOWER PROVIDED AS SCHEDULED BACKDRAFT DAMPER - AIR DEVICE SCHEDULE (EXTEND VENT STACK MIN __L DF 6' ABOVE THE ROOF MAX SP INLET FLOOR DRAIN CLEANOUT ® GRADE . TAG I TYPE I DESCRIPTION I MATERIAL I (INWG) 512E IN MOUNTING MANUFACRIRRT MDOEL NOTES S1 ISUPPLY I GRILLE ISTAINLESS STEE4 01 1 8.6 1 SURFACE I TITUS 301FL 7,2,3 N OTES'. E FR 1- PROVIDE SUITABLE FOR SECURING TO THE CONSTRUCTION MATERIAL FLOOR DRAIN _ 2 -DREG BLADE DEFLECTION TO AIM DOWN INTO SPACE 3- PROVIDE CORROSION RESISTANCE NO 0 c, C i L '< o 64 VI; I r L 7 EXTERIOR WALL WALL BRACKET SUPPORT PROVIDED BY UNIT MANUFACTURER f UNIT HEATER, SEE FLOOR /// PLANS FOR LOCATION. UNIT HEATER DETAIL /1 NOT TO SCALE OOI102 PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T_OUIGLEY /S- BODTKER MECHANICAL B. ALLERHEIUGEN ELECTRICAL K. BUECHLER DRAWN BY - AIRFLOW LOWER PROVIDED AS SCHEDULED BACKDRAFT DAMPER - 6• INSULATE PIPE WITH DRITHERM AND HEAT TRACE UNTIL A MIN OF 7' BURY IS REACHED INCREASER RUNNING TRAP WITH DOUBLE HUB VENT DRAIN CONNECTION DETAIL n NOT TO SCALE 00ut Oz Towp of Vail W FAN CAPACITIES AND MODELS REVIEWED FOR G RE; SCHEDULES FOR COM I Date�� I I � By n � WIRE �MESH GUARD WALL MOUNTED EXHAUST FAN DETAIL /7� NOT TO SCALE ODVIOt 7 8 f TYPICAL WALL SECTION 7 LOWER AIRFLOW DUCTWORK 3x2x1/4 ALUM BOLTS L ALL AROUND 3/6' S5 ANCHOR ® 1B' CENTERS AIR INTAKE /EXHAUST DETAIL NOT TO SCALE I0QwIO2 Ground Water MECHANICAL SCHEDULES AND /�� Rule DETAILS Improvements p i' 2• FlLENAME ODM102.dMg I" Vail, Colorado 2010 SCALE AS NOTED L D C B A SCREEN (EXTEND VENT STACK MIN __L DF 6' ABOVE THE ROOF 4' VENT STACK FLOOR DRAIN CLEANOUT ® GRADE . . .. _..�- .- -- _ -. / CONCRETE PAD \ MIN 6' THICK 1/8 BOND CONNECT TO :i SANITARY WYE 2' FLOOR DRAIN EXISTING (CONTRACTOR TO VERIFY SIZE) FLOOR DRAIN _ j I 4' 6• INSULATE PIPE WITH DRITHERM AND HEAT TRACE UNTIL A MIN OF 7' BURY IS REACHED INCREASER RUNNING TRAP WITH DOUBLE HUB VENT DRAIN CONNECTION DETAIL n NOT TO SCALE 00ut Oz Towp of Vail W FAN CAPACITIES AND MODELS REVIEWED FOR G RE; SCHEDULES FOR COM I Date�� I I � By n � WIRE �MESH GUARD WALL MOUNTED EXHAUST FAN DETAIL /7� NOT TO SCALE ODVIOt 7 8 f TYPICAL WALL SECTION 7 LOWER AIRFLOW DUCTWORK 3x2x1/4 ALUM BOLTS L ALL AROUND 3/6' S5 ANCHOR ® 1B' CENTERS AIR INTAKE /EXHAUST DETAIL NOT TO SCALE I0QwIO2 Ground Water MECHANICAL SCHEDULES AND /�� Rule DETAILS Improvements p i' 2• FlLENAME ODM102.dMg I" Vail, Colorado 2010 SCALE AS NOTED L D C B A L J LIGHTING FIXTURE SCHEDULE 4 WIDTH AS REQUIRED CONDUIT CONTINUATION AS REQUIRED BUSHING, END BELL OR COUPLING AS REQUIRED n TOP OF SLAB PENETRATION PER SPECIFICATION 01800 FOUNDATION OR WALL #4, TYPICAL -J REINFORCED CONCRETE ENCASED DUCTBANK— FINISHED GRADE LAP 24 TYPICAL NOTE: 1. SEE DUCTBANK DETAIL FOR ADDITIONAL REQUIREMENTS. CONDUIT TRANSITION TO ABOVE GRADE (EXTERIOR TO INTERIOR) n NTS OOE001 �mw Fny.�wl.o,Mc UTILJI 3" CIRCUIT GALVANIZED BREAKER POST, /' UNISI TYPICAL / TYPIC CONDUIT �? SUPPORTE PER NEC CONDUIT, CONDUIT TYPICAL TYPICAL 'Jsy u vv i °n TO UTILITY BOX TO ` - SERVICE TRANSFORMER FRONT VIEW SIDE VIEW NOTE: 1. ABOVE GRADE CONDUIT SHALL BE CRC. 2. UNISTRUT SHALL BE 1 5/8" DEEP. SOLID TYPE. 3. CONDUIT SHALL BE CONTINUOUS BETWEEN THE TRANSFORMER AND METER SOCKET. 4. INSTALLATION SHALL BE COORDINATED AND APPROVED BY HOLY CROSS ENERGY. 5. CONTRACTOR SHALL PROVIDE METER SOCKET WITH A 5TH TERMINAL INSTALLED IN THE 9 O'CLOCK POSITION AND CONNECTED WITHIN THE SOCKET TO NEUTRAL RACK MOUNTING DETAIL n NOT TO SCALE OOE001 PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLA STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.OUIGLEY /S.BODTKER MECHANICAL B. ALLERHEIUGEN ELECTRICAL K. BUECHLER 10 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON DESCRI PROJECT NUMBER OOOOCO000092383 J 0 / I 8 �W ti U aw p N FINISH GRADE MOUNTNG ADDITIONAL SECTION j j IF REQUIRED BY SYMBOL LAMP HEIGHT DESCRIPTION MFR /MODEL NO. MFR /MODEL NO. STYLE F32T8 —CW PENDANT 2 —LAMP, 120V, VAPORTITE FLUORESCENT, FIBERGLASS METALUX/VT -232OR LITHONIA/ SPECIFICATION N z To wn n 12 A.F.F. OR AS NOTED HOUSING, WATERPROOF AND CHEMICAL RESISTANT. RAPID START, ELECTRONIC ENERGY SAVING BALLAST. PROVIDE EMERGENCY BATTERY PACK WHERE INDICATED. R E V D 1... ' DV- 2- 32 -AR- 120 -GEB SM MODULAR UTXPA ' :NOTiE_T' P 1 DOW WALL AS INCANDESCENT WITH WALL AND J -BOX. 120V, 3/4" GROUSE- HINDS/ Date'- • � A -25 NOTED HUB. GLOBE AND GUARD. WITH MOTION SENSOR VXHBF22CP ACTIVATION. 35W PAR WALL/ EMERGENCY REMOTE HEAD OUTDOOR, 6V, ALUMINUM LITHONIA APPROVED EQUAL F 36 INCAN. 8' ABOVE HOUSING, SWIVEL HEAD, CLEAR HEAT RESISTANT GLASS ELA -WP GRADE OR GLOBE 35W PAR 36 SEALED -BEAM INCANDESCENT LAMP. AS NOTED 8 WATT WALL EMERGENCY LIGHT; FIBERGLASS LITHONIA/ APPROVED EQUAL INCAND. 7• -0" A.F.F. REINFORCED POLYESTER HOUSING WITH SST HARDWARE; Z650 SD, TD1 120 VAC INPUT; SEALED, MAINTENANCE FREE LEAD- CALCIUM BATTERY; PROVIDE TIME DELAY ON SHUTOFF REQUIRED. TWO HEADS; WITH SELF - DIAGNOSTICS LED SURFACE CAST ALUMINUM LED TYPE; BRUSHED LITHONIA/ MOUNT/ ALUMINUM FINISH: RED LETTERS: 120 VOLT OPERATION; SINGLE FACE, SOUD -STATE LE -S -1 -R -120 APPROVED EQUAL CEILING CHARGER; MAINTENANCE- FREE, DCIT NICKEL - CADMIUM BATTERY. WIDTH AS REQUIRED CONDUIT CONTINUATION AS REQUIRED BUSHING, END BELL OR COUPLING AS REQUIRED n TOP OF SLAB PENETRATION PER SPECIFICATION 01800 FOUNDATION OR WALL #4, TYPICAL -J REINFORCED CONCRETE ENCASED DUCTBANK— FINISHED GRADE LAP 24 TYPICAL NOTE: 1. SEE DUCTBANK DETAIL FOR ADDITIONAL REQUIREMENTS. CONDUIT TRANSITION TO ABOVE GRADE (EXTERIOR TO INTERIOR) n NTS OOE001 �mw Fny.�wl.o,Mc UTILJI 3" CIRCUIT GALVANIZED BREAKER POST, /' UNISI TYPICAL / TYPIC CONDUIT �? SUPPORTE PER NEC CONDUIT, CONDUIT TYPICAL TYPICAL 'Jsy u vv i °n TO UTILITY BOX TO ` - SERVICE TRANSFORMER FRONT VIEW SIDE VIEW NOTE: 1. ABOVE GRADE CONDUIT SHALL BE CRC. 2. UNISTRUT SHALL BE 1 5/8" DEEP. SOLID TYPE. 3. CONDUIT SHALL BE CONTINUOUS BETWEEN THE TRANSFORMER AND METER SOCKET. 4. INSTALLATION SHALL BE COORDINATED AND APPROVED BY HOLY CROSS ENERGY. 5. CONTRACTOR SHALL PROVIDE METER SOCKET WITH A 5TH TERMINAL INSTALLED IN THE 9 O'CLOCK POSITION AND CONNECTED WITHIN THE SOCKET TO NEUTRAL RACK MOUNTING DETAIL n NOT TO SCALE OOE001 PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLA STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.OUIGLEY /S.BODTKER MECHANICAL B. ALLERHEIUGEN ELECTRICAL K. BUECHLER 10 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON DESCRI PROJECT NUMBER OOOOCO000092383 J 0 / I 8 �W ti U aw p N FINISH GRADE ADDITIONAL SECTION j j IF REQUIRED BY 0 WARNING TAPE 4 - FLAT PLATE BACKFILL PER w FITTING, TYPICAL � f T SPECIFICATION N z To wn n 16135 R E V D 1... ' ' D FO R SM MODULAR UTXPA ' :NOTiE_T' P EXPANSION C ' " , � AS, TYPICAL D 2" MINIMUM MIN 6 I -1 2" MINIMUM NOTES 1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION. SERVICE ENTRANCE CONCRETE ENCASED DUCTBANK SECTION n mc1G1 MODULAR STRUT ADDITIONAL SECTION j j IF REQUIRED BY APPLICATION - FLAT PLATE FITTING, TYPICAL � f T To wn n -- EQUIPMENT R R E V D 1... ' ' D FO R SM MODULAR UTXPA ' C OM P! P EXPANSION C ' " , � AS, TYPICAL D Date'- • � • � I � - . I_ -., . e - - 1 0 . - . ­ .. — - , FINISH GRADE J Code EQUIPMENT PAD OR MINIMUM / STRUCTURAL SLAB #4m12 EACH WAY CENTERED FRONT VIEW SIDE VIEW NOTES 1. COMBINED EQUIPMENT LOADS PER 36 SPAN SHALL NOT EXCEED 500 LBS. 2. PROVIDE GROUNDING FOR OUTDOOR INSTALLATIONS, PER SPECIFICATION 16060. 3. MODULAR STRUT WIDTH: 1 5/8 ". 4. RACK ASSEMBLY MATERIAL' GALVANIZED PER SPECIFICATION 16010. S. ANCHORS: STAINLESS STEEL, 1/2" DIAMETER, 3 1/2" EMBEDMENT, PER SPECIFICATION 05505. 6. PROTECT SURFACES WITH DISSIMILAR MATERIALS IN ACCORDANCE WITH SPECIFICATION 09905. 7. REPAIR CUT ENDS AND DAMAGED SURFACES IN ACCORDANCE WITH SPECIFICATION 05505. WMAR EQUIPMENT RACK n esa� M- :FV �C-) . • a 40654 � fin►: Ground Water Rule Improvements Vail, Colorado – ROUTE POWER AND SIGNAL CABLES SEPARATELY TO DUCT BANK !N 1" PVC CONDUIT NEMA ?a 1` 4X JUNCTION BOX WITH CABLE ENTRY PRESSURE SEAL GRIP TYPE CABLE SUPPORTS REINFORCED E MANHOLE :R CABLE CH SUMP MANHOLE DETAIL n NTS OOE001 Electrical Details 0 1 2" FILENAME OOEO01.dwg 2010 scALE Nrs 1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION. DIRECT BURIED CONDUIT(S) SECTION NTS I GOE001 D C B A 1 7 8 \ \ \ �•'�� '\ 22 L.F. OF \ \ 4 Y \ RESTRAINED \ e \ WELL 1 HEAD 1 I 15 n, 1 � o- 2 3 ^\ EDGE OF GOLF CART PATH `\ EDGE OF VEGETATION 6 LIMITS OF 1 \ CONSTRUCTION \ \ \ \ INSTALL CLEANOUT, -� \ �\ SEE DETAIL 1/000002 18 L.F. i ROAD PATCH, APPROX. J\ LOCATION OF GOLF COURSE IRRIGATION y 1 MAINS. CONTACT GOLF COURSE FOR LOCATES. \ 14 I 1 1 \ 1 1 1 1 2 1 1 1 1 � 1 DETAIL NITS 3 4 --EXPOSE EXISTING DRAIN - (APPROX EL. 8211.8) INSTALL VENT AND TRAP, SEE DETAIL 4/00MIO2 \ MONITORING WELL 5 F s COORDINATE LIST PNT NORTHING EASTING DESCRIPTION 1 10043.19 10385.10 STA. 1 +00.00 - TIE INTO EXISTING 12' LINE O2 10042.16 1 10385.38 STA. 1 +01.06 - 24'.12' REDUCER O3 10037.95 10386.50 STA. 1 +05.41 - 24" 45* BEND. M.J. W/ T.B. 4O 10013.73 10372.50 STA. 1 +3139 - 24' 45 BEND. M.J. W/ T.B. 5O 10010.91 10373.26 STA. 1 +36.31 - 24" 11 1/4' BEND, M.J. W/ T.B. © 9991.84 10381.40 STA 1 +57.05 - 24' 11 1/4' BEND. N.J. W/ T.B. O 9965.26 10399.57 STA 1 +89.25 - 24" 11 1/4' BEND. M.J. W/ T.B. OS 9949.76 10415.41 STA. 2 +11.41 - 24'.10' TEE. M.J. W/ T.B. O9 9928.24 10437.38 STA. 2 +42.16 - 24' 22 1/T BEND. M.J. W/ T.B. ©0 9945.60 10440.09 STA. 2 +45.08 - 24' 45' BEND. M.J. W/ T.B. 11 9936.74 10456.41 STA. 2 +58.47 - 24 ".12' REDUCER 1© 9933.58 10455.14 STA. 2 +61.44 - 12" 45• BEND. M.J. W/ T.B. © 9936.74 10456.41 STA. 2 +64.85 - 12.10" REDUCER 14 9938.59 10457.16 STA 2 +66.85 - 10' GATE VALVE 15 9942.61 10458.78 STA 2 +71.18 - 6' I.D. MANHOLE W/ 10" MAGMETER 1 9946.32 10460.27 STA 2 +75.18 - 12 "x10" REDUCER 1© 9951.49 10462.35 STA. 2 +80.76 - 12' 45' BEND. M.J. W/ T.B. 1® 9952.51 10464.75 STA 2 +83.36 - 12" 11 1/4' BEND. M.J. W/ T.B. 19 9952.73 10465.75 STA 2 +84.38 - TIE INTO EXISTING 12" D.I.P. _ INSTALL CLEANOUT, SEE DETAIL 1 /000002 10 10 14 WELL VENT HEAD EXISTING BUILDING -- F.F. ELEV =8214.92' EXPOSE EXISTING DRAIN (APPROX. EL 8211.8) INSTALL VENT AND TRAP �E=110491828 SEE DETAIL 4/00M102 i i 1 TRANSFORMER I APPROX. EDGE OF GRAVEL FOR BUS STOPI L . II - (NOT. FIELD VERIFIED) E 12 L.F. OF RESTRAINED 24' D.I.P. I •` ` ` - EDGE OF PLOWED \ \ ` ����, I •__ ROADWAY I SANITARY CONNECTION, �� 3 SEE DETAIL 2/000002 I SEWER MANHOLE 0180 RIM = 8214.6' INVERT IN - 8208.0' INVERT OUT = 8207.9' \ ` ��� _ EXISTING 8" DIP - SITE BENCHMARK , �J \ 8214.83' N 9879.70 E 1 0 44 8. 1 0 GENERAL NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES, AND RELOCATE ALL UTILITIES IN PROXIMITY OF ANY UNDERGROUND CONSTRUCTION. 2. SEE DETAILS 2 /000001 AND 6 /000001 FOR PIPE RESTRAINTS AND THRUST BLOCK DETAILS NOT SPECIFICALLY CALLED OUT ON THIS SHEET. D C IA MD °n li 0 - - - -- PROJECT MANAG STRUCTURAL P.E. SARAH C. CLARK J. BLACK � pEC /frf, ;�.. ..: i 0 36489 /Iii' tN s :;�ii'� i.,, �FF3'SIQNKIL -,'`a I. q round Water Rule Improvements Vail Colorado 2010 @ site Work S TRUCTURAL DESIG J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY /S.BODTKER MECHANICAL B. ALLERHEILIGEN 10/15 /2010 ELECTRICAL K. BUECHLER R. NELSON 0 t' 2• FILENAME SCALE 05Ct0'Awg 1"=10' SHEET G 05Clo1 ISSUED FOR CONSTRUCTION DRAWN BY ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 KEY NOTES: Ot TIE INTO EXISTING 12' D.I.P. WITH A MECHANICAL RESTRAINED FLANGE ADAPTER, SEE SPEC SECTION 15062. (LOCATION TO BE FIELD VERIFIED). O THRUSTWALL. SEE DETAIL i/OOS105. O OVERLAY FULL WIDTH OF ROAD FOR ENTIRE LENGTH OF DISTURBANCE. 010* GATE VALVE. O$ REINSTALL FIRE HYDRANT. SEE DETAIL 4/000003. O FIELD LOCATE AND ABANDON EXISTING 10' DIP WATER LINE IN PLACE 06' I.D. MANHOLE WITH 10" MAGMETER, SEE DETAIL 1 ON SHEET 05D101 O8 10 ".6' REDUCER. (FIELD VERIFY EXISTING HYDRANT LATERAL SIZE). O SITE BENCHMARK. 10 REMOVE EXISTING UTILITY SUMP AND FILL 11 TIE INTO EXISTING 12" UNE WITH A MECHANICAL RESTRAINED FLANGE ADAPTER, SEE SPEC SECTION 15062. (LOCATION TO BE FIELD VERIFIED). 12 REMOVE GATE VALVE AND BOX. INSTALL SALVAGED VALVE AND BOX ON NEW LATERAL PIPE. 13 INSTALL 12' GATE VALVE PRIOR TO THE TIE IN WITH THE EXISTING 12" D.I.P. 14 SANITARY SEWER SERVICE LINE. SEE PROFILE ON SHEET 05C102. 15 24' CONTACT PIPE, SEE PROFILE ON SHEET 05C102. (MIN OF 150' OF RESTRAINED PIPE.) Town of Vail REVIEWED FOR CODE COMP: IAN E Date: By: 1 Code- 2 3 8 4 5 6 ~Z• � �1 1190 Z' � �3 n> D z IRM 0 N O � d3 — — — — — — — — SLOPE pp _ _ -_ - mm rw Y m D W b m M N x p w O MN YW }OU W b• K .-O p iA � � CC 0 YN Y O N b� b 1� a0 � M b a Z Y + +� +• y� + + ++ +. + w + 4 +o_ I ZO B ^� e o i O do• Z d� 2 d 2 d. Z d Z F xa'F . Z d• 2 d FO Z ±( 1/I ± w N ±N 0i� NN Nt/1� N�� N� N -K f . Vl�m NI=A TRANSMISSION LINE TIE -IN PROFILE I' ,' REWE -WED FOR CODE COMPLIA _ Date. 3 t By: Code- ._ o r PROJECT MANAGER SARAH C. CLARK_ STRUCTURAL P.E. J. BLACK Ground Water Well R4 = STRUCTURAL DESIGN J. MITCHELL �D •' ... ... Rule ARCHITECTURAL R. ANDREW ��; �n ?a Site Work Profiles ._ PROCESS T.0UIGLEY /S.80DTKER E 3 6M X i;� I(� �� Improvements _MECHANICAL B. Al i F RHEILICEN A O f fJ.� - - ,G\�b•" . I ' (! ELECTRICAL K. BUECHLER S�ONAI CN o t• 2• L NAME j OSC}Ot.dwq SHEET 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN PROJECT R. NELSON _ - -- - - - -- ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092}8} V2i1, COIOrad0 2010 SCALE 1' =10' OSC3O1 �- -- - - - - -_ 1210 F GENERAL NOTES: I. A S ANITARY SEWER SERVICE LINES AND PROCESS ______.__.- _ _..__._.. _ -_ . n n n n n w 8200 _ W2 Q WATER LIN DRAIN UST BE ENCASED WITH C-900 _ + + { + + PVC PRESSURE PIPE OR YELLOWM94E MATERIAL. WELL �p.S: -= _ IA N _ -._. _ ._ - - - - 2. CONTRACTOR TO FIELD VERIFY LOCATIONS OF FLOCP. ALL EXISTING UTILITIES. EL. 8214.1 - 3. ALL EXISTING PIPE DEPTHS ARE APPROXIMATE, CONTRACTOR TO FIELD AP 4. PROVIDE A CONSTANT SLOPE FOR ALL NEW PIPE INSTALLATION. w o VI.. Z Z O 0 ZO` U ZO j Z0` C ilp p b'•• �OXZ •`• .. z 50 rxK w {{ Z .��ti r IAWO_ ?p N `O� �UIrZ r I min N♦ Ol.iw SEWER CONNECTION PROFILE ~Z• � �1 1190 Z' � �3 n> D z IRM 0 N O � d3 — — — — — — — — SLOPE pp _ _ -_ - mm rw Y m D W b m M N x p w O MN YW }OU W b• K .-O p iA � � CC 0 YN Y O N b� b 1� a0 � M b a Z Y + +� +• y� + + ++ +. + w + 4 +o_ I ZO B ^� e o i O do• Z d� 2 d 2 d. Z d Z F xa'F . Z d• 2 d FO Z ±( 1/I ± w N ±N 0i� NN Nt/1� N�� N� N -K f . Vl�m NI=A TRANSMISSION LINE TIE -IN PROFILE I' ,' REWE -WED FOR CODE COMPLIA _ Date. 3 t By: Code- ._ o r PROJECT MANAGER SARAH C. CLARK_ STRUCTURAL P.E. J. BLACK Ground Water Well R4 = STRUCTURAL DESIGN J. MITCHELL �D •' ... ... Rule ARCHITECTURAL R. ANDREW ��; �n ?a Site Work Profiles ._ PROCESS T.0UIGLEY /S.80DTKER E 3 6M X i;� I(� �� Improvements _MECHANICAL B. Al i F RHEILICEN A O f fJ.� - - ,G\�b•" . I ' (! ELECTRICAL K. BUECHLER S�ONAI CN o t• 2• L NAME j OSC}Ot.dwq SHEET 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN PROJECT R. NELSON _ - -- - - - -- ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092}8} V2i1, COIOrad0 2010 SCALE 1' =10' OSC3O1 �- -- - - - - -_ 1210 F ______.__.- _ _..__._.. _ -_ F_ -• _ __ -._ -_. _ 8200 _ W2 Q Q� _ D z IRM 0 N O � d3 — — — — — — — — SLOPE pp _ _ -_ - mm rw Y m D W b m M N x p w O MN YW }OU W b• K .-O p iA � � CC 0 YN Y O N b� b 1� a0 � M b a Z Y + +� +• y� + + ++ +. + w + 4 +o_ I ZO B ^� e o i O do• Z d� 2 d 2 d. Z d Z F xa'F . Z d• 2 d FO Z ±( 1/I ± w N ±N 0i� NN Nt/1� N�� N� N -K f . Vl�m NI=A TRANSMISSION LINE TIE -IN PROFILE I' ,' REWE -WED FOR CODE COMPLIA _ Date. 3 t By: Code- ._ o r PROJECT MANAGER SARAH C. CLARK_ STRUCTURAL P.E. J. BLACK Ground Water Well R4 = STRUCTURAL DESIGN J. MITCHELL �D •' ... ... Rule ARCHITECTURAL R. ANDREW ��; �n ?a Site Work Profiles ._ PROCESS T.0UIGLEY /S.80DTKER E 3 6M X i;� I(� �� Improvements _MECHANICAL B. Al i F RHEILICEN A O f fJ.� - - ,G\�b•" . I ' (! ELECTRICAL K. BUECHLER S�ONAI CN o t• 2• L NAME j OSC}Ot.dwq SHEET 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN PROJECT R. NELSON _ - -- - - - -- ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092}8} V2i1, COIOrad0 2010 SCALE 1' =10' OSC3O1 2 3 5 6 A ( i f li fl 3 I FLM 3 10" WL 8 14 ' r ; P402 q• rvC 55w,ER nrt5t'R55 `�• — � - T __ — I KUQ Ta ORY S Q V SEE 1ETA�L7 1 j •\ `o \ — 1 1 ftUL: FLOOR 1 It 0 LLD Y & EFO1. FL (5E1.m V OOR 9 ERE - SLOrE RuU ro DRT Su.ty -� ��� L .� I P401 . . g I �� ' - RSCAOE PARER TUI { FOR GkWtiuElctL I � I t . I i I / - 4• we !.Ea'tR nrt sra> PINY W OM' C DE.Aa1 FLOOR I �+, I I I _MOTOR . , ft ft FLOOR Y�. EFGORE 6 E (�w� Ori �Id rte; ) I II I I I ! 6 it v d' d• o' - : ' EXISTING • I I 2 I CL. ' I� - TABLET FEEDER' fl 3 I FLM 3 10" WL 8 14 ' r ; P402 q• rvC 55w,ER nrt5t'R55 `�• — � - T __ — I KUQ Ta ORY S Q V SEE 1ETA�L7 1 j •\ `o \ — 1 1 ftUL: FLOOR 1 It 0 LLD Y & EFO1. FL (5E1.m V OOR 9 ERE - SLOrE RuU ro DRT Su.ty -� ��� L .� I P401 . . g I �� ' - RSCAOE PARER TUI { FOR GkWtiuElctL I � I t . I ! t6 I I I I _MOTOR GE COa.IT EK LITER I I 17 I I I I of - HLOR,Je LAS oEYECTOR � LOWER4d =[X L7Wi fER. 54L44• I sEaR r� FAul �.o z,,l I • i i I Ir 1_ 3/8" FL TUBING • l i FROM CHEMICAL METERING PUMP ' -- LOJLRETE J,OEWALK - 4 0 I - E%TEUO TO =o0005 ALI =one 00 ASPHALT TORUOFF PLAN SCALE: 3/8" - V -0 Iy� Hoc E^N^�•*¢ k 78 PROJECT MAN, STRUCTURAL ., DETAIL 3 SCALE: NONE ANDREW UICLEY /S.BODD ALLERHEILICEN BUECHLER o0 .�po REG /S Ps; 36089 j f SSION AL E�0 a'r DETAIL 2 SCALE: NONE T o wn of Vail 3/8" FL TUBING TO 1 E V I E W E D FI. STATIC MIXER - - kaOMPLIANC / Date1� By: __ } Code _ - - Aw// Vail, Colorado Ground Water Rule Improvements Well R4 Process Plan and Details 0 1• 2 1 FILENAME I 05D 101.dwg 2010 SCALE AS NOTED SPECIFIC NOTES O EXISTING CL, INJECTION TAP, CONNECT CL, TO NEW STATIC MIXER, SEE DETAIL 1/000001. CAP EXISTING TAP AND SALVAGE SADDLE TO OWNER. O CONNECT FL TO NEW STATIC MIXER TAP, SEE DETAIL i /000001. O NEW 3/8" FL TUBING IN 3/4" PVC CARRIER PIPE. O4 NEW FL METERING PUMP, CONSTRUCT PUMP SHELF PER DETAIL 4/00D001. O NEW WALL MOUNTED EMERGENCY EYE WASH STATION W/ 1/2" NPT CONNECTION AND DRENCH HOSE W/ 3/8" NPT CONNECTION. O TAP 12'x70' REDUCING ELBOW WITH 1 1/4" PIPE, INSTALL 1 1/4" PVC BUSHING (DIELECTRIC). O NEW 1 1/4• PW. INSTALL 1 1/4" PRESSURE REDUCING VALVE SET AT 30 PSI. O8 NEW 55 GALLON CONTAINMENT SCALE WITH 15 CAL FL DRUM. O MOUNT NEW FL ANALYZER ON WALL - 10 INSTALL NEW TEE WITH ISOLATION VALVE ON EXISTING SMP, CONNECT NEW 1/2" SMP TO FL ANALYZER. 11 EXISTING CI INJECTION TAP. 12 NEW 55 GALLON CONTAINMENT SCALE WITH WALL MOUNTED SHELF FOR NEW CI CHEMICAL METERING PUMP PER DETAIL 4 /000001. 73 INSTALL NEW STATIC MIXER BETWEEN 10" WL, CONNECT FL AND CL, PER DETAIL 1/000001. i4 NEW 1' VNT, ROUTE OUTSIDE WELL HOUSE MIN. 8 FT OFF GROUND, TERMINATE INTERIOR CONNECTION VNT 4 FT OFF FLOOR WITH FLEXIBLE QUICK CONNECT, SEE DETAIL 5/000007. 15 COMBINE NEW AND EXISTING ANALYZER DISCHARGE, INSTALL A MICRO -FLOW METER AND DISCHARGE TO FLOOR DRAIN. 16 PATCH, REPAIR AND PAINT CINDER BLOCK TO MATCH EXISTING WALL. 17 INSTALL EMERGENCY EYE WASH STATION WITH TWO 16 OZ. SALINE BOTTLES. 18 EXISTING RAW WATER FEED FOR THE CHLORINE TABLET FEEDER. 19 RELOCATE THE EXISTING FLOW METER TO THE NEW METER VAULT OUTSIDE THE WELLHOUSE, REPLACE WITH A FLANGED PIECE OF 10" D.I.P. 20 1/2 PRESSURE REDUCING VALVE. SET AT 10 PSI. 21 1/4" TUBING FOR AIR PURGE LINE. 22 REMOVE EXISTING CI PUMP, SALVAGE TO THE OWNER AND INSTALL NEW CI METERING PUMP. 23 REPLACE 10" WL TO FIT STATIC MIXER. FIELD VERIFY SIZE AND LENGTH OF PIPE. 24 CUT AIR/VAC VALVE DISCHARGE 6" ABOVE FINISHED FLOOR AND PLUG PIPE ROUTED TO FLOOR DRAIN. 3 DETAIL n SCALE: NONE - 3 5 6 12' PROVIDE 6 GALV. STEEL VENT W/ WIRE MESH AND STEEL CLAMP - VENT TO EXTEND 3' ABOVE FINISH GRADE, SEE DETAIL 3 /OOCOOI - - 10' FLOW - -- - - 6' I.D. MANHOLE 12'x10' - REDUCER GROOVED COUPLING RESTRAINT 4 12 `10' GATE REDUCER VALVE GROOVED COUPLING RESTRAINT 6' GALV. STEEL VENT PIPE 10' MAG METER ® ONE EXHAUST GRILLE INTAKE SCREEN. R4 METER VAULT DETAIL - _, • _ ox1a1 180' BEND NTH SCREEN \ SEE DETAIL 3/O00001 �\ � � o AASHTO HS -20 RATED COVER ~ STEPS DOWN (TYR) MANHOLE COVER DESIGNED FOR AASHTO HS -20 LOADING I 'I I �I I� 10' -L SEQUENCE OF OPERATIONS THE HATCH INTRUSION ALARM SHALL BE MOUNTED AT THE TOP OF THE RISER SECTION. SNITCHES SHALL BE LOCATED SUCH THAT THEY CAN BE OPERATED FROM THE OUTSIDE OF THE MANHOLE WITH THE MANHOLE HATCH OPEN. VAULT ACCESS HATCH OPENING SHALL CLOSE CONTACTS ON INTRUSION ALARM. i ° 6' GALVANIZED VALVE STEEL PIPE (TYR) BOX ° ° i _. 6' I.D. MANHOLE w HEAT TRACE AND 12'x10' - INSULATE REDUCER 10' 10' FLOW 12' -- -- — - — - — - — - - — - - -- I - o EL. 8200 1D' GATE VALVE GROOVED COUPLING FLOOD ALARM RESTRAINT SWITCH -8' -0' ELEVATION R4 METER VAULT SECTION I /2 '_1. -0.. Tc.)nrp of Vail REVIEWED FOR CODE DOMPLIAN E Date: ` -- ,--- ---- -. By: C o Is B IA GENERAL NOTES: 1. THE METER MUST BE MOUNTED HORIZONTALLY. THE REMOTE MIRES MUST BE RUN FROM THE METER TO AN PROJECT MANAGER STRUCTURAL P.E. OBJECT OUTSIDE THE VAULT: POST, BUILDING, POLE. OREGiS o; � o ` ' W �w ETC.) Well R4 Process Detail and Section 2. MANHOLE SHALL BE A FABRICATED MONOLITHIC FRP CONSTRUCTION WITH A LID CAPABLE OF WITHSTANDING STRUCTURAL DESIGN HS 20-44 TRAFFIC LOADING CONDITIONS (TYP. PLASTI -FAB). 12 . 3. CONTRACTOR SHALL SUBMIT MANHOLE PIPING SCHEMATIC R. ANDREW A \ DIMENSION MATERIALS OR PRIOR TO ORDERING DISTRICT PROCESS 4. MANHOLE LADDER SHALL BE FRP CONSTRUCTION WITH NON -SKID TREADS. ISSUE FOR PERMIT _ ISSUED FOR CONSTRUCTION S. MANHOLE TO INCLUDE PRE - INSTALLED 10' DIP GROOVED B. ALLERHEILIGEN BY FLANGED ENO SPOOL PIECES. 1 GRILLES. REGISTERS- DIFFUSERS GRILLES: 12 `10' GATE REDUCER VALVE GROOVED COUPLING RESTRAINT 6' GALV. STEEL VENT PIPE 10' MAG METER ® ONE EXHAUST GRILLE INTAKE SCREEN. R4 METER VAULT DETAIL - _, • _ ox1a1 180' BEND NTH SCREEN \ SEE DETAIL 3/O00001 �\ � � o AASHTO HS -20 RATED COVER ~ STEPS DOWN (TYR) MANHOLE COVER DESIGNED FOR AASHTO HS -20 LOADING I 'I I �I I� 10' -L SEQUENCE OF OPERATIONS THE HATCH INTRUSION ALARM SHALL BE MOUNTED AT THE TOP OF THE RISER SECTION. SNITCHES SHALL BE LOCATED SUCH THAT THEY CAN BE OPERATED FROM THE OUTSIDE OF THE MANHOLE WITH THE MANHOLE HATCH OPEN. VAULT ACCESS HATCH OPENING SHALL CLOSE CONTACTS ON INTRUSION ALARM. i ° 6' GALVANIZED VALVE STEEL PIPE (TYR) BOX ° ° i _. 6' I.D. MANHOLE w HEAT TRACE AND 12'x10' - INSULATE REDUCER 10' 10' FLOW 12' -- -- — - — - — - — - - — - - -- I - o EL. 8200 1D' GATE VALVE GROOVED COUPLING FLOOD ALARM RESTRAINT SWITCH -8' -0' ELEVATION R4 METER VAULT SECTION I /2 '_1. -0.. Tc.)nrp of Vail REVIEWED FOR CODE DOMPLIAN E Date: ` -- ,--- ---- -. By: C o Is B IA 2 7 3 PROJECT MANAGER STRUCTURAL P.E. SARAH C. CLARK J. BLACK OREGiS o; � o ` ' W �w Ground Water Rule Improvements Vail, Colorado 2010 Well R4 Process Detail and Section STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.DUIGLEY /S.BODTKER ISSUE FOR PERMIT _ ISSUED FOR CONSTRUCTION MECHANICAL B. ALLERHEILIGEN 1 05/11/2011 ELECTRICAL K. BUECHLER ' 6 NAME SCALE 050102.dwg AS NOTED SHEET OSD102 0 10 15 2010 / / DRAWN BY R. NELSON ISSUE DATE I DESCRIPTION PROJECT NUMBER I OD0000000092383 2 7 3 0 3 5 . �p M. B4 O .� af}esa a: la 8 n SAMPLE PUMP I i FLUORIDE 'F LP -23 CONTAINMENT SCALE _ ©STIN G FLOW TRANSMITTER � CI LE CO INDICATOR ATOR LE INDICATOR a f' Sewi:R nre OR 35 VKA.0 To OR`f $ MP E 1 R.Q kI TINA U /SEE Rt 1 >at 1 D&LOW r4.K SLAB UP _ 4 F _ 8 n LL4 FLOOR TMMN veRT i MN I r II %LOW FLOOR 5LA0 OtFOKE S=0 RuV TO OKY 5uNF i i i I I I II II II II II II I� SAMPLE PUMP I i FLUORIDE 'F LP -23 CONTAINMENT SCALE _ ©STIN G FLOW TRANSMITTER � CI LE CO INDICATOR ATOR LE INDICATOR a f' Sewi:R nre OR 35 VKA.0 To OR`f $ MP E 1 R.Q kI TINA U /SEE Rt 1 >at 1 D&LOW r4.K SLAB UP _ 4 F n 8 n LL4 FLOOR TMMN veRT i MN n %LOW FLOOR 5LA0 OtFOKE S=0 RuV TO OKY 5uNF N N 7i m N m _ _ I I I f - I I I _.. AAOr6R - CONDUIT FOR CLARITY. I courlcoL __ I 07/24/2009 FLUORIDE _ - CONTAINMENT - � N ELECTRICAL LP -20, RTU 4 5 ., if z SHOWN. DRAWN BY rr � - O Z Z nV _ Q j WO �OL U O( UO WELL R4 PARTIAL LIGHTING ,�) PANEL ONE —LINE i__ zz _x�srrvG m am 05 ?TU 4 T N TT I I I I I I I I m Vk N » N ! N ! N � W ON O O Q a O -orEO (SL(-Loft PER 9 u To vRV -20. NEW CI MICRO - - FLOW METER EXISTING CHLORINE ' I }- RTU �1 ANALYZER CONTAINMENT I i I 1 T'. . _ _ __ EXISTING CHLORINE ANALYZER N TV tl tl Ii F 1. WED FUH �t Co Datp ° - - _ 3 B • I', o a s SUMP PUMP SP -1 =s - � - CONTROL PANEL 3 I RTU SCALE O ANALYZE I 2 ' we Seu nre sort 'n FRLA To OM 4 Mr 1 SEE OETAI. ) I LL4 FLOOR TMMN veRT i MN J. MITCHELL %LOW FLOOR 5LA0 OtFOKE S=0 RuV TO OKY 5uNF II AREA CLASSIFICATION: 7i ARCHITECTURAL CORROSIVE I _ _ I I I f - I I I _.. AAOr6R - CONDUIT FOR CLARITY. I courlcoL __ I 07/24/2009 FLUORIDE _ - CONTAINMENT - 07/10/2009 SCALE INDICATOR ELECTRICAL LP -20, RTU 4 5 ., if RTU SHOWN. DRAWN BY AFITN EXISTING MOSCAD -L UNIT IS LOCATED IN MCC. -orEO (SL(-Loft PER 9 u To vRV -20. NEW CI MICRO - - FLOW METER EXISTING CHLORINE ' I }- RTU �1 ANALYZER CONTAINMENT I i I 1 T'. . _ _ __ EXISTING CHLORINE ANALYZER N TV tl tl Ii F 1. WED FUH �t Co Datp ° - - _ 3 B • I', o a s SUMP PUMP SP -1 =s - � - CONTROL PANEL 3 I RTU SCALE O ANALYZE I 2 I o . COUCRETE 7�EWAL(� SEE SHEET D5EIO2 FOR CONTINUATION E%TE110 S;OE WAU(� To Q A O F JF. Sr'NALT T�RUFF PLAN 37-1'-0 0 ' we Seu nre sort 'n FRLA To OM 4 Mr 1 SEE OETAI. ) I LL4 FLOOR TMMN veRT i MN J. MITCHELL %LOW FLOOR 5LA0 OtFOKE S=0 RuV TO OKY 5uNF II ISSUE FOR BID 7i ARCHITECTURAL II I� I I I REVISED 90% DESIGN REVIEW SUBMITTAL I o . COUCRETE 7�EWAL(� SEE SHEET D5EIO2 FOR CONTINUATION E%TE110 S;OE WAU(� To Q A O F JF. Sr'NALT T�RUFF PLAN 37-1'-0 0 10/15/2010 ISSUED FOR CONSTRUCTION STRUCTURAL DESIGN J. MITCHELL E 08/03/2010 ISSUE FOR BID INTERLOCKED WITH PUMP RUNNING. ARCHITECTURAL R. ANDREW D 03/17/201D REVISED 90% DESIGN REVIEW SUBMITTAL CONDUIT FOR CLARITY. PROCESS T.OUGLEY /S.BODTKEF C 07/24/2009 190X DESIGN REVIEW SUBMITTAL MECHANICAL B. ALLERHEILIGEN 8 07/10/2009 DESIGN REVIEW FOR CDOT PERMIT ELECTRICAL K. BUECHLER A 12/31/2008 30% DESIGN REVIEW SUBMITTAL SHOWN. DRAWN BY B. REUSS 11.J� f10R [�.w,Y� fat a I WELL R4 PARTIAL FROM ANALYZER. MOUNT POWER SUPPLY AND CONNECT TO MICRO -FLOW METER. INSTRUMENTATION ONE—LINE , o CI PUMP SHALL BE PLUGGED INTO A RECEPTACLE THAT IS ALWAYS HOT. CONTROL OF CI PUMP SHALL BE VIA SCADA. Vail, Colorado Ground Water Rule Improvements 2010 Well R4 Electrical Plan and Details D 1- 2- FILENAME O5E101.dw9 SCALE I AS SHOWN D B IA DETAIL n NONE - DETAIL n NONE - GENERAL 1. NOTES: CONTRACTOR SHALL CONFIRM THAT FLUORIDE PUMP IS POWERED FROM A RECEPTACLE INTERLOCKED WITH PUMP RUNNING. �o 2. MULTIPLE CONDUITS MAY BE SHOWN AS SINGLE Z Z I n z CONDUIT FOR CLARITY. 22 p mm a a U n K rn KEY NOTES: O MOUNT FLUORIDE ANALYZER ON WALL AND CONNECT 120VAC POWER CORD TO EXISTING RECEPTACLE AS SHOWN. EXISTING MOSCAD -L UNIT IS LOCATED IN MCC. - FURNISH MIXED 1/0 MODULE O FLOURIOE PUMP RECEPTACLE SHALL BE INTERLOCKED a WITH WELL PUMP OPERATION: WHEN WELL PUMP IS ON, RECEPTACLE SHALL BE HOT, WHEN WELL PUMP ,�) IS OFF. RECEPTACLE IS OFF. a c O4 FURNISH AND INSTALL 20A. 1P, 120V CIRCUIT BREAKERS IN EXISTING LIGHTING PANEL AS REQUIRED IF SPARES 00 NOT EXIST. O FURNISH AND INSTALL ACCURATE, UPDATED, TYPED PANELBOARO SCHEDULE. MOUNT ON PANEL DOOR INTERIOR. © INSTALL NEW CABLE AND CONDUIT FROM EXISTING FLOW TRANSMITTER TO RELOCATED FLOW METER. O INSTALL THREE POLE, 20A CIRCUIT BREAKER. a OB INSTALL 2 -30A, GFEPCI, 1 -POLE CIRCUIT BREAKER a IN EXISTING LIGHTING PANEL FOR HEAT TRACING G CIRCUIT. SEE SHEET 050102 AND OSD102 FOR 10 DETAIL AND LOCATION. O9 MOUNT NEW MICRO -FLOW METER ON DISCHARGE WELL R4 PARTIAL FROM ANALYZER. MOUNT POWER SUPPLY AND CONNECT TO MICRO -FLOW METER. INSTRUMENTATION ONE—LINE , o CI PUMP SHALL BE PLUGGED INTO A RECEPTACLE THAT IS ALWAYS HOT. CONTROL OF CI PUMP SHALL BE VIA SCADA. Vail, Colorado Ground Water Rule Improvements 2010 Well R4 Electrical Plan and Details D 1- 2- FILENAME O5E101.dw9 SCALE I AS SHOWN D B IA DETAIL n NONE - DETAIL n NONE - 1 3 4 5 2 MONITORING WELL WELL H EAJ —} #18TSP FOR (- --- MAGMETER I 1' 1' I L __J P -26, FLOAT SWITCH SECTION A NTS - - EDGE OF GRAVEL 1`0� BU'S STOP 1 (NOT FIELD VERIFIED) i 6 7 8 GENERAL NOTES; 1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES, AND RELOCATE ANY IMPOSING UTILITIES AS REQUIRED. D KEY NOTES: O RELOCATED EXISTING MAGMETER. O2 FLOAT SWITCH SHALL BE GEMSENSOR LS -1800 SERIES, TEFLON, WITH STAINLESS STEEL STEM AND MOUNTNG. O REFER TO SHEET 05C101 AND 05D•02 FOR DETAILS ON HEAT TRACING REQUIREMENTS. C �evvn of Vail EVlF -"r-u FOH CODE come l�lV E Date, i By: .�- Code° - rte - TO FLOW TRANSMITTER IN -_ WELL HOUSE O LP -26 HEAT TRACING O \FLOAT O SWITCH R4 METER VAULT ELECTRICAL SECTION n 1/?"- 1' -0' - - B IA PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK yPjoo ��F. Ground Water Wells R4 0 10/15/2010 ISSJED FOR CONSTRUCTION STRUCTURAL DESIGN J. MITCHELL vo ...... •. E 08/03/2010 ISSJE FOR BID ARCHITECTURAL R. ANDREW R�: Rule Electrical Site Plan D 03/17/2010 REVISED 9076 DESIGN REV EW SUBMITTAL PROCESS TAUIGLEY Imp rovements C 07/24/2009 90% DESIGN REVIEW SUBMITTAL MECHANICAL B. ALLERHEIUGEN .' gl�lA P HO[EpYwtlp,ln.. B 07/10/2009 DESIGN REVIEW FOR CDOT PERMIT ELECTRICAL K. BUECHLER ego 0 1 2' FILENAME 05E102.DWG SHEET A 12/31/2008 30% DESIGN REVIEW SUBMITTAL DRAWN BY R. NELSON A°'"` ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 Vail, Colorado 201 SCALE ,- =,o• 05E102