Loading...
HomeMy WebLinkAboutB11-0243NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES wwo��na Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11 -0243 Project #: Job Address: 1600 S FRONTAGE RD VAIL Location......: SW side of Donovan park -1784 Matterhorn Parcel No....: 210312300002 OWNER TOWN OF VAIL 07/29/2011 C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT STANEK CONSTRUCTORS INC 651 CORPORATE CIRCLE SUITE 200 GOLDEN CO 80401 License: 0000003096 CONTRACTOR STANEK CONSTRUCTORS INC 651 CORPORATE CIRCLE SUITE 200 GOLDEN CO 80401 License: 0000003096 07/29/2011 Phone: 303-980-8233 07/29/2011 Phone: 303-980-8233 Description: Connecting into eisting sewer line, installation of new sewer manhole and 4" sewer line to tie inot existing 8" sewer line to the west of the well house. Installation of new 8" & 24" ductile iron pipe contact piping with thrust block walls. This involves installation of new small bore piping; drum scale, fluoride pump, and corrosion inhibitor pump. Replacement of MOSCAD modules in RTU for update of SCADA transmission. Modifications / additions to existing lighting panel to provide service to fluoride fee and monitoring equipment and corrosion inhibitor feed equipment. Occupancy: Type Construction: Applied.....: Issued... PRJ11 -0388 07/29/2011 08/18/2011 Valuation: $36,224.00 .............................................. ............................... FEE SUMMARY x...._.,.......,......,,,,.,...«.....,...... .............................._ Building Permit ------ - - - - -> $512.45 Bldg Plan Check ----- - - - - -> $333.09 Use Tax Fee------------------ - - - - -> $524.48 Electrical Permit ---- - - - - -> $1,035.00 Elec Plan Check ------ - - - - -> $672.75 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $0.00 Mech Plan Check ---- - - - - -> $0.00 Additional Fees--------------- - - - - -> ($845.54) Plumbing Permit --- - - - - -> $75.00 Plmb Plan Check ---- - - - - -> $18.75 Recreation Fee--------------- - - - - -> $0.00 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $10.00 TOTAL PERMIT FEES --- ---------- > $2,335.98 Payments-------------- -------- -- -- -- -> $2,335.98 BALANCE DUE------------------ - - - - -> $0.00 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR NSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 4JW = fj p p m � Signature of ner or Contractor Date combination permit_012811 rMWNoFUnII, **# R****##*## R# fiRfiRfifiRfirtrtrtfirtrtrtrtfifi* firt**#* R*##*#*# R***# RR# RRR# RfififiRRRRRrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtfififirtrtfifi#**** rt***#*****# R#**# RR* fi# RRRRRR* RR* RR # #RRfirtfifi #fifiRRRrt #rt #R *Rrtfififi # #rt ## *fifi # # #RR # #Rfi *fi # #RR # # #fi CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: 611 -0243 Address: 1600 S FRONTAGE RD VAIL Owner: TOWN OF VAIL Location: SW side of Donovan park -1784 Matterhorn ************#*******##*# fifirtrtrtrtrtfifirtrtrt**************##**#***# RR# RRfififirtrtrtfififirtrtrtrt* rt*** rt*#* * * *rt * *rt * * * * * * * * * * * * # *RR *RRrtrtfirt# fifi# rtR# RrtrtrtrtrtrtfifififiRrtrt* rtrt* rtrt** rt** firtfifirt * * * *rt * *rtrtrtrtrtrt *fififirtrtfi * *rtfirt * ## combination permit 012811 1 TOWN V� 1L L ! *+ rrrr, t, t, t********•, t*: x* w* wwww* r* r, tr, r****** r, tr*** rrttttr, r, r**, r* t*, r, r, r****, r+, r*, rr *w * *r * * * * *,+ * * *,r *,r,r,rrr,t* REQUIRED INSPECTIONS AND STATUSES Permit #: B11 -0243 Owner: TOWN OF VAIL Donovan park -1784 Matterhorn Address: 1600 S FRONTAGE RD VAIL Location: SW side of Item: 00110 ELEC - Service Item: 00120 ELEC -Rough Item: 00190 ELEC -Final Item: 00210 PLMB- Underground Item: 00220 PLMB- Rough /D.W.V. Item: 00230 PLMB- Rough/Water Item: 00290 PLMB -Final Item: 00090 BLDG -Final combination permit_012811 TOWN OF VAIL, COLORADOCopy Reprinted on 08 -18 -2011 at 13:54:04 08/18/2011 Statement Statement Number: R110001023 Amount: $2,317.23 08/18/201101:53 PM Payment Method: Check Init: DR Notation: CK# 7551 AUSTIN ----------------------------------------------------------------------------- Permit No: Bll -0243 Type: COMBINATION BLDG PERMIT Parcel No: 2103- 123 - 0000 -2 Site Address: 1600 S FRONTAGE RD VAIL Location: SW side of Donovan park -1784 Matterhorn Total Fees: $2,335.98 This Payment: $2,317.23 Total ALL Pmts: $2,335.98 Balance: $0.00 ACCOUNT ITEM LIST: Account Code -------------------- EP 00100003111100 PF 00100003112300 PP 00100003111100 UT 11000003106000 WC 00100003112800 Description ELECTRICAL PERMIT FEES PLAN CHECK FEES PLUMBING PERMIT FEES USE TAX 4$ WILL CALL INSPECTION FEE Current Pmts 1,035.00 672.75 75.00 524.48 10.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R110000889 Amount: $18.75 07/29/201112:05 PM Payment Method: Check Init: LC Notation: #7469 /Stanek Construction Inc. ----------------------------------------------------------------------------- Permit No: Bll -0243 Type: COMBINATION BLDG PERMIT Parcel No: 2103 -123- 0000 -2 Site Address: 1600 S FRONTAGE RD VAIL Location: SW side of Donovan park -1784 Matterhorn Total Fees: $3,181.52 This Payment: $18.75 Total ALL Pmts: $18.75 Balance: $3,162.77 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 18.75 (Nufflo r) (Street) (Suite#) BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: W /, Project #: 1784 Matterhorn Cir. lu c7;; > C "t Pa — DRB #: Building /Complex Name: 7 &8 Well House Contractor Information Business Name: G.C. - Stanek Constru Inc. Business Address: 651 Corporate Cir., Suite 200 Cit Golden State: CO Zi 80401 Contact Name: Austintiddicoat Contact Phone: 303- 980 -8233 Contact E -Mail: aliddicoat @stanekconstruc Building Permit Lot #: Block # Subdivision: Work Class: New( ) Addition (V) Alteration (V ) Type of Building: Single - Family ( ) Duplex ( ) Multi - Family ( ) Commercial ( ) Other (✓) 7 &8 Well House Work Type: Contractor R 'stratio mbe ; ;,Electrical X Mechanical Owner/ ' Representatl a ignature (Required) Plumbing Proj Information - rov Building Owner Name Cagle Klver Water & Sanitation Uistrict Interior ( ) Exterior ( ) Both (V) 210312300002 Value of all work being performed: 9 PBrCAI #� (value based on IBC Section 109.3 & IRC Section 108.3) {For Parch 5, contact E@& County Assessors OMce at (970 - 32&5640 or visit www.98910county.usipade) Electrical Square Footage 36224 Detailed Scope and Location of Work: Please see attached sheet. (use additionai sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # Auth # exp date: Date Received: (1 - JUL 29 1011 WL TOWN OF VAIL 01 -Jan -I I Valuation of Work Included Plans Inc Work (V)Yes ( )No ( ./)Yes ( )No $31,705 ( )Yes ( )No ( )Yes ( )No (,/)Yes ( )No (,/)Yes ( )No $4,519 ( )Yes ( )No ( )Yes ( )No 210312300002 Value of all work being performed: 9 PBrCAI #� (value based on IBC Section 109.3 & IRC Section 108.3) {For Parch 5, contact E@& County Assessors OMce at (970 - 32&5640 or visit www.98910county.usipade) Electrical Square Footage 36224 Detailed Scope and Location of Work: Please see attached sheet. (use additionai sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # Auth # exp date: Date Received: (1 - JUL 29 1011 WL TOWN OF VAIL 01 -Jan -I I Eagle River Water & Sanitation District and Upper Eagle Regional Water Authority Ground Water Rule Improvements 7 &8 Well House Location of Job Site WELL 7 &8 is located at 1784 Matterhorn Circle along the bike path just to the southwest side of Donovan Park. Scope of Work: Connecting into existing sewer line, installation of new sewer manhole and 4" sewer line to tie into existing 8" sewer line to the west of the well house. Installation of new 8" & 24" ductile iron pipe contact piping with thrust block walls. Installation of new fluoride feed system, corrosion inhibitor system and eyewash and safety shower. This involves installation of new small bore piping; drum scale, fluoride pump, and corrosion inhibitor pump. Replacement of MOSCAD modules in RTU for update of SCADA transmission. Modifications /additions to existing lighting panel to provide service to fluoride feed and monitoring equipment and corrosion inhibitor feed equipment. Inspection Items for B11-0243 16:46 12/23/2014 Sec Item Id Descri tion Appr Re Items Action Inheritable ' 210 PLMB-Under round Yes R 1 AP No ` 290 PLMB-Final Yes R 1 AP No Total Rows:2 Page 1 fal MDR En*mwhv% kw- U AMOMP" I It ERWSD UERWA 846 Forest Rd. Vail, Co 81657 Contact: John Cahill, 970 -471 -5357 oa. ��.... sumff P OJECT 1/CINITY a 1 r 1 MUM MIN ° PARK ?_'----- -' - - -- ow. GUNNam CHAffa Location Map NO 5CN-L 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 2010 303 E. 17th Avenue Suite 700 Denver, Co. 80203 -1256 (303) 764 -1520 M O Town of Vail r E(>R C RENNIN E COMPLIANCE �I Code: \, 0 9 3 4 5 General Notes 1) ALL WORK UNDER THIS CONTRACT SHALL BE GOVERNED 13Y EAGLE RIVER INTER AND SANITATION DISTRICT STANDARDS AND CONTRACT SPECIFICATIONS FOR THIS PROJECF. 2) ALL WORK UNDER THIS CONTRACT MUST BE COORDINATED MTN THE OWNER TO ENSURE REOIARED OPERATION OF THE GROUNDWATER WELLS AND THE GORE VALLEY DWF. REFER TO SPECOTCAnON 01060, SPECIAL CONDmONS, FOR ADDITIONAL REOUIREMENTS REGARDING WELL SHUTDOWNS AND COORDINATION WTH WORK UNDER THIS CONTRACT. UPPER EAGLE REGIONAL WATER .AU7110RITY N ! -� EDIt a EXIT 169 At AJ n °I ACC +: t ® `! Y' ' ^ >s 4 ` ' EDWARDS WELL (SERIES 800) i ��!,• T� .J .�L:.i 2101 t 900) CORDILLERA BERRY �( CREEK _ DS 'n IT BERRY CREEK WELLS (SERIES 700) 1T.:" "AD •.,� -.. 2:ca urawing Inaex GENERAL - SERIES 000 WELL R4- SERIES 500 O0G00l COVER SHEET 05CI01 SITE WORK ODOM VICINITY MAP. LOCATION MAP, LEGENDS, OSC301 SITE WORK PROFILES GENERAL NOTES, AND DRAWING INDEX 050101 PROCESS PLAN AND DETAILS OOGM GENERAL LEGEND AND ABBREVIATKM 050102 PROCESS DETAIL AND SECTION ODOM GENERAL IMECFiAN1CAL LEOflND 038101 ELECTRICAL PLAN AND DETAILS DOOM MECHANICAL SYMBOLS t GENERAL NOTES OSE102 17 C1TIUC r SITE PLAN OOCO+ 06 GENERAL ELECTRICAL LEGEND OOOM GENERAL DIS'TRUM[EN TAT10N LEGEND WEST VAIL WEI.L9 7 AND 1- SERIFS 600 DOOM CONSTRICTION STAGING AREA 000001 GENERAL C MDETAILS 06CIOt SDE WORK 000102 GFNFRALCIVI,DETAIS 060301 SITE WORK PROFILES 000003 GENERAL CIVIL DETAILS 060101 PROCESS PLAN AND DETAILS 009161 STRUCTURAL GENERAL NOTES 06BIOL ELECTRICAL PLAN AND DETAILS DIN102 STRUCTURAL TYPICAL DETAILS 009103 STRUCTURAL TYPICAL DETARS BERRY CREEK WEIL9- SFA1FS 700 008106 STRUCTURAL TYPICAL DETAILS 008105 STRUCTURAL TYPICAL DETAILS 07X101 SITE DEMOLITION PLAN 000001 GENERAL PROCESS DETAILS 07X102 INTEUOR DEMDTIIION DOD002 GENERAL PROCESS DETAILS extol SAE WORK 00DO13 GENERAL PROCESS DETAILS OX 301 SITB WORK PROFILES 00MIO2 NECHANTCAL SCDFDULES AND DETAILS 075101 FOUNDATION AND ROOF FRAMING PANS 0019101. ELEC ILICALDETAIS 075102 ROOF FRAMING PLAN 2M VALLEY WATER PAS Tr+'- gFOtF_ 100 OTS301 FOUNDATION SECTIONS 073302 FRAMING SECTIONS 07AIDI FLOOR PLAN, ROOF PLAN, BUILDING COTE 010101 PROCESS PLAN SUMMARY, SCHEOLA PS 0IEI01 ELECTRICAL PLAN AND DETAILS OIA201 EXTERIOR. ELEVATIONS O1A301 BUILDING SECTION BOOM FALLS (WELL RT- SEM200 OIA302 WALL SECTIONS 67AS01 DOORA WINDOW/ LOUVER 02XI01 DFMOLITIONPLAN TYPES AND DETAILS 02C101 SITE WORK 07D101 PROCESS PLAN 02DL01 PROCESSPLAN 070301 PROCESS SECTIONS 02D301 PROCESS SECTION AND DETAILS 070302 PROCESS SECTIONS 02E101 ELECTRICAL PLAN AND DETAILS 070601 PROCESS PLOW DIAGRAM 02EIM ELECTRICAL SITE PLAN 07M101 FLOOR PLAN 07E101 ELECTRICAL MAN WELL RI - SERIES 300 076102 ELECTRICAL LIGHT'INO PLAN 07E103 MCC ONE41NE DIAGRAM 03CI01 SITE WORK 07E104 INSTRUME?rT AND CONTROL PANEL 03DI01 PROCESS PLAN. DETAILS AND SCHEMATIC ONE-LDIE DIAGRAMS 03EI01 ELECTRICAL PLAN AND DETAILS WELLS R1 - MM 400 EDWARDS WE" - SERIES 800 o11C101 SITE WORK 040101 PROCESS PLAN AND DETAILS OOL701 SITE WORK PROFILES 04BIDI ELECTRICAL PLAN AND DETAILS OIDI01 DEMOLITION PLAN AND PROCESS PLAN 0610301 PROCESS SECTIONS 019101 ELECTRICAL PLAN AND DETAILS CORDILLERA - SERIES 900 09Clol SITE WORK 090301 SITE WORK PRO FILES AND DETAILS 096101 ELECTRICAL SIIB PLAN AND ONE -LINES 19de �_ I - trTnnY l aoo 10&101 SITE PLAN IOCI00 SITE ?LAW DETAILS IOC301 SITE WORK PROFIES �- IODl01 PROCESS PLAN I ^TG}' -�11 IoEl01 ONE-LINE DIAGRAM WEST DISTRICT BOU NARY ER'P45D -#_ •- �' EAGLE —V DcsO GULCH BETH - Eft CREEK J. MITCHELL R ANDREW f f A r l� WEST VAIL WELLS 7 AND 8 (SERIES 600) n. ItiTERI�fOt'ti'1.uti R ,W_-„_'1."' .._� .I LWELLRi - WELL R4 I (SERIES 300) >®_ (sER1ES SW) , WELL RZM 9' VAIL (SERIFS 400) Project Facilitv Locations FROM MID VAIL TAKE 1 -70 EAST TO FAST VAIL EXIT; TURN RIGHT (SOUTH). FOLLOW BIGHORN ROAD (EAST) TO HEADING WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT 176 AND HEAD SOUTH TOWARDS THE MAN GORE DRIVE (THE LAST ROAD JUST BEFORE YOU SOUTH FRONTAGE ROAD. FROM THE ROUNDABOUT HEAD WEST ON THE CROSS UNDER 1 -70); TURN RIGHT (SOUTH). FOLLOW SOUTH FRONTAGE ROAD. LOCATED AT THE NORTHEAST THIS ROAD TO THE RIGHT TO BLACK GORE DRIVE; TURN LEFT. FOLLOW THE ROAD TO THE RIGHT: THE PLANT IS CORNER OF MATTERHORN DR. AND SOUTH FRONTAGE ROAD. PROCEED SOUTHEAST 200 FT ALONG BIKE PATH AT THE ENO OF THE ROAD. TO WV 7 t 8 BUI ADDRESS& 5213 BLACK GORE DRIVE ADDRESS. 1784 MATTERHORN CIRCLE HQ OIFH FFAILS ONRrp (TIE an FROM AID VAL TAKE 1 -70 EAST To FAST VAIL EXIT; BERRY [REEK M FROM MID VAIL TAKE 1--70 WEST TO EXIT 163. TURN TURN LEFT (NORTH) TO THE NORTH FRONTAGE ROAD. R''M (SOUTHWEST) FOLLOW EDWARDS ACCESS ROAD FOLLOW THE NORTH FRONTAGE ROAD WEST PAST VAL TO MILLER RANCH ROAD. TURN LEFT ON MILLER RANCH MOUNTAIN SCHOOL TO BOOTH FALLS ROAD; TURN RIGHT ROAD AND FOLLOW TO FREEDOM PARK. WELL HOUSE IS (NORTH). FOLLOW BOOTH FALLS ROAD TO THE PARKING ON WEST SIDE OF BEACH VOLLEYBALL COURTS. LOT AT THE END OF THE ROAD. FOLLOW THE PAVED ROAD TO THE RIGHT, PAST THE ENO OF THE NARROW PAVEMENT, UP THE HILL TO THE R7 TREATMENT FACILITY EQ�L FROM MD VAIL TAIL t-70 WEST TO EXIT 163. TURN AND TANK 5. RIGHT ) FOLLOW EDWARDS AC CESS ROAD ADDRESS: 3095 BOOTH FALLS ROAD HIGHWAY LEFT. FOLLOW THIS RESERVE ROAD; TURN LEFT (BACK ACROSS THE RIVER). FOLLOW THIS ROAD TO THE TEE. WELL HOUSE IS ON HFJDNG WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT THE RIGHT NEAR THE RIVER. 170 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE ROAD. GD EAST ON THE SOUTH FRONTAGE ROAD TO THE . MAIN VAIL ROUNDABOUT. CONTINUE EAST ON THE SOUTH FROM ►OD VAIL TAKE 1 -70 WEST TO EXIT 153, TURN FRONTAGE ROAD FOR APPROXIMATELY 2.9 MILES (PAST RIGHT (SOUTHWEST) FOLLOW EDWARDS ACCESS ROAD WELLS R4, AND R2 /R6). CO TO ASPEN LAC; VEER TO TO HIGHWAY 6; TURN RIGHT. FOLLOW HIGHWAY 6 TO THE RICHE. THE WELL HOUSE FOR WELL R -1 WILL BE SOUAW CREEK ROAD; TURN LEFT. FOLLOW THIS ROAD ON THE LEFT NEAR THE HIGHWAY JUST PAST 714E TURN ACROSS FROM 2800 ASPEN LANE TO THE LEFT WHEN R BRANCHES TO FENNO ORNE; TURN RIGHT. FOLLOW FENNO DRIVE TO A TEE; TURN ADORES& 2655 ASPEN LANE LEFT (NOW ELK SPRINGS TRAIL) FOLLOW THIS TO END OF ROAD (MEET WITH ELK SPRINGS COURT.) WELL WM It R2/Rd HOUSE IS LOCATED OFF THE MAIN ROAD ON A GRAVEL HEADING WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT DRIVEWAY (TURN RIGHT, HEADING NORTH). 175 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE ROAD. 00 EAST ON THE SOUTH FRONTAGE ROAD TO THE UTILITY BOY AWN VAIL ROUNDABOUT. CONTINUE EAST ON THE SOUTH HEADING WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT FRONTAGE ROAD (PAST VAIL VALLEY DRIVE). THE WELL 175 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE HOUSE FOR WELL R2 /R6 AND THE GOLF COURSE Rte• THE UTILITY BOX WILL BE LOCATED ALONG THE BATHROOMS ARE ON THE RIGHT ON THE GOLF COURSE SOUTH FRONTAGE ROAD, WEST OF VAIL VALLEY DRIVE ADORES: 2450 SOUTH FRONTAGE ROAD AND EAST OF FORD PARK. JUl_64 HEADING WEST ON 1 -70 FROM VAIL PASS, TAKE EXIT 176 AND HEAD SOUTH TOWARDS THE SOUTH FRONTAGE ROAD. CO 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 EAGIE RIVER- WATEP AN;D SANITATION DISTRICT AV WA W VIN, Colorado Ground Water Rule Improvements 8 2iUi ..... I- BOOTH FALLS BUILDING UTILITY BOX (SERIES 200) • �T —_ '�" (SERIES 10000) 1 GORE VALLEY DRINKING WATER FACILITY (SERIES 100) FN T VA 1, 7 i a��awoa .r..ma rrawb Vicinity Map, Location Map, Legends, General Notes, and Drawing Index FILENAME I 000002Aq SHEEETT /�►AM 2010 SCALE AS NOTED OOGO02 ■6] C 8 A N 3 3 4 5 6 a SITE PLAN SYMBOLOGY MATERIALS IN PLAN /SECTION GENERAL SYMBOLOGY ABBREVIATIONS EMBANKMENT SLOPE NOTES: ACOUSTICAL CEILING TILE (SECTION) N TARGET ELEVATION B B UILDING VALVE BLDG BUILDING I. UTILITIES THAT ARE SUSPENDED ABOVE GRADE ARE DESIGNATED BY THE PREFIX BV BALL VALVE —50.5— CONTOUR ASPHALT (PLAN OR SMALL SCALE SECTION) ARROW INDICATES CO CONDENSATE DRAIN T TELEPHONE LINE DIRECTION OF CI CORRO SION INHIBITOR CHLORINE Q VEGETATION (SIZE) �E ELECTRIC LINE ASPHALT (LARGE SCALE SECTION) colic CONCRETE CO CLEAN OUT i /4" - I.-0� CV CHECK VALVE CVT CULVERT —F FIBER OPTIC • MVN1101E BATT RRSULATION (SECTION) SECTION 1E1118 ROOM DI DUCTILE IRON COMMUNICATION RAG INDICATES DIRECTION xX-XX ROOM NUMBER DIAMETER O MW MONITORING WELL ® BRICK MASONRY (PLAN /SECTION) OF SECTION CUT�� DR D __ —_ —_— HANDRAIL AND GUARDRAIL X DETAIL PZ PIEZOYETER PIPELINE CHECKERED PLATE PLAN) X% DOOR NU16ER _ CB ( SECTION VIEW IS LOCATED EFF EFFL UENT ■ STORY PRAM CATCH BASIN ====t LARGE PIPELINE OA COLUMN GRID LINE ESEW . W UTILITY VAULT CONCRETE (PUN/SECTON) � SECTION CUT PARKE R EMERGENCY SHOWER i EYEWASH EXIST, EX EXISTING UTILITY BENEATH STRUCTURE XPP POWER POLE T1'R'}•L'htYt� CONCRETE MASONRY (PLAN /SECTION) SECTION lE� — X WALL TYPE ❑ PCA FLANGED COUPLING ADAPTOR � SECTION % FE X TELEPHONE POLE I--0' %%% WINDOW TYPE O FLOW ELEMENT FF FINISHED FLOOR DEMOLITION (PLAN /SECTION) 3/8' - FL FLUORIDE 4(FH FIRE HYDRANT DRAINAGE FLOW S ECTION VIEW SHEET FN FINISHED MATER YH -X NATURAL WATERWAY ® EARTH (SECTION) Lam GAL GALLON YARD HYDRANT GB GRADE BREAK X75.5 EXISTING SPOT ELEVATION 0 -8-- CHAN LINK FENCE FILTER POINT MAT (PLAN) DETAIL ,[(('$ O GUYS TYPE GPM GALLON PER MINUTE GV GATE VALVE __25A FINISHED SPOT ELEVATION - O - 'O - MELD FENCE � SHEET MERE C= ACCESSORY. FURNITURE HORIZ HORIZONTAL HORIZONTAL CP -X, ® —� PROPERTY LINE ® FINISHED WOOD (SECTION) DETAIL IS LOCATED & MISCELLANEOUS EQUIPMENT IDENTIFIER HWL HIGH WATER LEV73L CONTROL POINT ID INSIDE DIAMETER — - — CEN LUMBER (SECTION) DETAIL MARKER KEY NO ATION IE INVERT ELEVATION ® BENCHMARK RB D INV INVERT - -- - -- ROCK BERM WSURM CRARUAR FILL (SECTION) DU Md L LENG 0 IDENTIFICATION AND APPROXIMATE - -- �- - -- SILT FENCE DEra L KEY NOTE NUMBER LWL. ION WATER LEVEL . -'X' LOCATION OF SOIL TEST HOLE 3' - t' -0' X (-, �� _________ EASEMENT GRATING (SECTION) REPRESENTATIVE V MAX MAXIMUM KIN MINIMUM — 1 DOWNGUY DRAWING WHERE DETAIL MP METERING PUMP LIMITS OF CONSTRUCTION CRATING (PUN) WAS CALLED OUT m EXTERIOR PAD MOUNTED ROW N NO EEVA71ONATION N ATU R AL GAS . POLE MOUNTED TRANSFORMER _ �••. GROUT (SECTION) LETTER O M N R NON- POTASLE MATER ELEVATION MTS NOT TO SCALE Y GYPSUM BOARD (SECTION) x ■ ELECTRICAL HANOHOLE OR MANHOLE 3. - t, -0, xxx OFL OVERFLOW LINE Y - MHX OR HWX WHERE X INDICATES • SHEET WHERE SEQUENCE NUMBER PETAL (SECTKNI) MARKER PDL PLANT DRAIN LINE � BE FOUND PRV PRESSURE REDUCING VALVE WATER MANHOLE 4T POINT ORIENTED STRAND BOARD (SECTION) PV PLUG VALVE WATER VALVE • IF PLAN AND SECTION, OR DETAIL CALL -OUT AND PVC POLYVINYL CHLORIDE POWER POLE DETAIL ARE SHOWN ON SAME SHEET, SHEET NUMBER IS REPLACED BY A LINE - I• PH POTABLE WATER . PARTICLE BOARD (BECTON) O l LIGHT POLE , RD ROOF DIUIN TINS RAN WATER SUPPLY .. FIRE HYDRANT MONITORING WELL PLYWOOD (LARGE SCALE SECTION) XX%XIOfXX S SLOPE AN SANITAR ."` PLYWOOD (SMALL SCALE SECTION) 0 S SAMPLE r. IRRIGATION CaNTRaI BOx DETAIL MARKER SST STAINLESS STEEL ELECTRIC SWITCH CABINET PRECAST CONCRETE (PUN /SECTION) DETAIL MARKER FOR REFERENCING DETAILS BOUND IN SPECIFICATIONS OR SEPARATE VOLUME 9 O STM STORMWATER STA STATION O VENT PPE rw rI HP JM O TOC TOP OF CONCRETE TON TOP WALL • SENSOR • DECIDUOUS TREE RIGID INSULATION (SECTION) ELEVATION LETTER t OF TOP TOP OF PIPE TYP TYPICAL PINE TREE TIPTOP (PLAN/SECTION) ARROW INDIEITES X /�� I' INWy -�p VENT VERTICAL ® BUSH SAND (SECTION) �� 0 N V VENT —� —_ FENCE SHEE WHERE W/ WITH LINE EL I LS OGTED . ?/� WST WASTE T THRUST BLOCK SOD (SECTION) 1p A RG �1 WS WATER SURFACE 4 CATHOOIC PROTECTION TEST STATION WEEP JOINT MORTAR SINGLE ELEVATION OR PHOTO MARKER - _ I pI ZN ZINC ORTHOPHOSPHATE PROTECTION SYSTEM (SECTION) ® WOOD - COMINUOUS (SECTION) ELEVATION LETTER GENERAL NOTES ® WOOD BLOgGNC (SECTION) ARROW INDICATES POINT OF VIEW ELEVATION I. THIS IS A STANDARD SHEEP SHOWING COMMON SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY USED ON T14S PROJECT. x INDICATES SHEET WHERE A -I i ELEVATION IS LOCATED Z SCREENNNC OR SHADING OF WORK IS USED TO NOICATEE DUSTING COMPONENTS OR TO OE- EMPHU9ZE PROPOSED IMPROVEMENTS TO MULTI F Ugh MULTI F PROM WAM RR HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE Im STRUCTURAL DRAWN VIM, Colorado Ground Water Rule Improvements 7 General Legend and Abbreviations O t' FEDUUME OOG003.d.9 r Z 0 10 SCALE AS NOTED D C B A N SINGLE LINE DOUBLE LINE ISOLATION ---i0a -ME4790=2- BALL VALVE N COUPLING BUTTERFLY VALVE FLANKED COUPLING ADAPTER E21 WHRAC M VALVE DG — K —- GATE VALVE — D� 3 OR -p C� -zEEDNQM=.W GLOBE VALVE —'Do-- .0'FI . PRESSURE - REDUCING VALVE KNIFE CATE VALVE _ E OUK:K DISCONNECT 4w=M=w- NEEDLE VALVE _v_ AIt VACUUM VALVE 4 PINCH VALVE --D2*— --EOH— �WA1�► PLUG VALVE PRESSURE- REGULATING VALVI RECTANGULAR TO ROUND DUCT /7�j 3-WAY CONTROL VALVE ���pMm• THREE -WAY BALL VALVE --L �btl=— THREE -WAY PLUG VALVE hm- MISCELLANEOUS SYMBOLOGY SHOWN IS FOR SINGLE -LINE PIPING. DOUBLE -UNE PIPING SYMBOLS ARE SONAR. hal "M&4b Of4 2 3 AL —� — SPECS FOR CONTROL —�� - -ii4 - BALL CHECK VALVE N COUPLING CHECK VALVE FLANKED COUPLING ADAPTER E21 --FO— DOUBLE -DISK CHECK VALVE — K —- -0 � (of�- CONE VALVE 3 OR -p C� -4 OR PRESSURE REUEF VALVE T O .0'FI . PRESSURE - REDUCING VALVE TRAP _ E OUK:K DISCONNECT ® d .. �I AIt VACUUM VALVE 4 INTERIOR CUEMIOUT AI IELSE A .AIR RELEASE VACWM HOSE VALVE, HOSE 8190, OR y Iy FLUSHING CONNECTION PRESSURE- REGULATING VALVI RECTANGULAR TO ROUND DUCT /7�j 3-WAY CONTROL VALVE e FD -X MISCELLANEOUS -0QV \DG- BACKFLOW PREVENTER ---o-- WATER METER PIPE N SECTION VARIABLE AREA METER - -CIF— UNION BELL UP (SECTION OR SCHEMATIC) WYE - STRAINER -- --�- -- PENETRATION THROUGH STRUCTURE AIR TOOL ASSEMBLY FLEXIBLE HOSE OR TUBING AUTOMATIC VALVE STATION FLEXIBLE PIPING CONNECTION � LINE SIZE CHANGE (CONCENTRIC REDUCER) ---- LINE SIZE CHANGE (ECCENW REDUCER) C I LINE TURNING DOWN e LINE TURNING UP ----� BLIND FLANGE --� PIPE BREAK hm- MISCELLANEOUS SYMBOLOGY SHOWN IS FOR SINGLE -LINE PIPING. DOUBLE -UNE PIPING SYMBOLS ARE SONAR. hal "M&4b Of4 2 3 AL —� — SPECS FOR E TEMPERATURE REQ UIREMENTS ) ) SARAH C. CLARK J. BLACK COMPRESSION SLEEVE TYPE Q COUPLING STRUCTU DESIGN FLANKED COUPLING ADAPTER E21 (FCA) — FLEXIBLE CONNECTION —- HARNESSED MECHANICAL CHILLED WATER NC COUPLING ® PRESSURE GAGE (W /COCK) T O SECTION CUT) Q TRAP _ E OUK:K DISCONNECT ® CAM d GROOVE COUPLING �I CAP OR PLUG - - INTERIOR CUEMIOUT HB -x® HOSE VALVE, HOSE 8190, OR y Iy FLUSHING CONNECTION HR -X RECTANGULAR TO ROUND DUCT /7�j NOSE RACK e FD -X FLOOR DRAIN X - TYPE DESIGNATED IN SPECIFICATIONS ® AM ELBOW - W/TURNING VANE PIPE N SECTION OBU BELL UP (PLAN) y9U BELL UP (SECTION OR SCHEMATIC) Y O DRAIN (SECTION OR SCHEMATIC) REI AIR TOOL ASSEMBLY F A _ - _ j AUTOMATIC VALVE STATION FRA PRESSURE- REDUCING STATION BOLOGY Vi VENT (VT) -- - - - - -- POTABLE WATER. COLD (PWC) -- -- - - - - -- POTABLE WATER. HOT (PWH) SMOKE AND FIRE DAMPER SUPPLY AIR OR OUTSIDE AIR E TEMPERATURE DUCT UP (SECTION CUT, FIRST SARAH C. CLARK J. BLACK DIMENSION DUCT WIDTH) Q SUPPLY NR OR OUTS AIR STRUCTU DESIGN DUCT DOWN (NO SECTION CUT) E21 RETRN AIR DUCT UP (SECTION u-- C F -771 RETURN NR DUCT DOWN (NO CHILLED WATER NC SECTION CUT) ® EXHAUST AIR DUCT UP (NO T O SECTION CUT) Q EXHAUST NR DUCT DOWN B. ALUERHERFGEN (NO SECTION CUT) ® ROUND ELBOW UP �I ROUND ELBOW DOWN 0 ISSUE TRANSITION - DOUBLE SIDED JISSUED FOR CONSTRUCTION DESCRIPTION TRANSITION - ONE SIDED y Iy TRANSITION F--� — � RECTANGULAR TO ROUND DUCT STANDARD BRANCH - COOLER N FOR SUPPLY AIR W /EXTRACTOR MOTOR STARTER AND RETURN AIR W/O EXTRACTOR AM ELBOW - W/TURNING VANE DIRECT EXPANSION COIL (RECTANGULAR) T ELBOW - W/TURNING VANES N (RECTANGULAR). SMOOTH RADIUS 4 ROOM AIR CONDITIONING UNIT INDICATOR GOOSENECK HOOD (COWL) RECTANGULAR DUCT OR OPENING 18x24 SIZE - FIRST NUMBER INDICATES FIRE STMT SIZE OF SIDE SHOWN 18' DA ROUND DUCT SIZE FREQUENCY DRIVE) RECTANGULAR DUCT INCLINE - --► R OR 0 RISE OR DROP IN RESPECT TO THE NR FLOW CAV CONSTANT AIR VOLUME ROUND DUCTINCUNE - R OR 0 RISE OR DROP IN RESPECT TO THE AIR FLOW _ 7 1 &i ----$ HIDDEN DUCT T 9' -10' VAV VARIABLE AIR VOLUME B 9 - 18x10 DUCT ELEVATION TAG BOX WITH REHEAT COIL ABOVE FINISH FLOOR SWITCH PRESSURE/TEMPERATURE TEST -° D --- PLUG (PETE PLUG OR EQUAL) SOUND ATTENUATOR so SPUTTER DAMPER O SIGNAL VO = VOLUME DAMPER ODD = BACKDRAFf DAMPER ANALOG MOTOR OPERATED DAMPER OUTPUT F-- ----II FIRE DAMPER f SMOKE DAMPER SMOKE AND FIRE DAMPER 5 6 REGI FUMBLE CONNECTION E TEMPERATURE PROJECT MANAGER STRUCTURAL P.E. SARAH C. CLARK J. BLACK FREE AREA .�,p = IL SUPPLY NR REGISTER OR GRILLE - W /DUCT - MOUN TED STRUCTU DESIGN J. MITCHELL SIZE n EXHAUST AIR OR RETURN u-- ARCHRECRIRAL R. ANDREW EXHAUST AIR OR RETURN CHILLED WATER NC AIR REGISTER OR GRILLE PROCESS T.OUGLEY /S.BOOTKEF T O SQUARE DIFFUSER SI MECHANICAL B. ALUERHERFGEN ROUND DIFFUSER O TEMPERATURE WALL LOUVER ELECTRICAL K. BUECHLER 0 ISSUE 10/15/2010 I DATE I JISSUED FOR CONSTRUCTION DESCRIPTION DRAWN BY PROJECT NUMBER R. NELSON 0000000000923M 5 6 REGI •r-%%o T Mvv T FUMBLE CONNECTION E TEMPERATURE FLEXIBLE DUCT ACOUSTICAL LINING - DUCf pMENSX>r15 FOR NET TEMPERATURE CONTROL FREE AREA .�,p = IL SUPPLY NR REGISTER OR GRILLE - W /DUCT - MOUN TED -j-'/- EXTRACTOR SIZE n EXHAUST AIR OR RETURN u-- REGSTER OR GRILLE GRILLE SIZE EXHAUST AIR OR RETURN CHILLED WATER NC AIR REGISTER OR GRILLE ZE SUPPLY AIR ASSEMBLY T O SQUARE DIFFUSER SI SUPPLY AIR ASSEMBLY ROUND DIFFUSER O TEMPERATURE WALL LOUVER ACCESS DOOR PLAN SECTION HOT INTER HEATING COIL N UC 3/4' UNDERCUT DOOR 3/4' ® ACCESS DOOR OR ACCESS PANEL N DUCTWORK INTAKE OR COOLER N RELIEF HOOD MOTOR STARTER DOOR GRILLE AM BACKORAFT DAMPER DIRECT EXPANSION COIL EXHAUST ROOF VENTILATOR PROPELLER T OR CENTRIFUGAL TYPE PROPELLER WALL FAN 4 ROOM AIR CONDITIONING UNIT INDICATOR INTAKE /EXHAUST LOUVER SUPPLY, RETURN OR EXHAUST FAN \ E FIRE STMT AIR FILTER •r-%%o T Mvv T AIR FLOW SCHEMATIC AND E TEMPERATURE TEMPERATURE CONTROL cowmim DIAGRAM SYMBOLOGY D TEMPERATURE TRANSMITTER Q TEMPERATURE SWITCH CHILLED WATER NC COOLING COIL T O THERMOSTAT O TEMPERATURE INDICATOR O PERCENTAGE TIER HOT INTER HEATING COIL N RECEIVER CONTROLLER DIRECT EVAPORATIVE HANO -OFF -AUTO COOLER N MOTOR STARTER D DIRECT EXPANSION COIL ❑ coouNC M GWPFR ACTUATOR X O PRESSURE INDICATOR ELECTRIC HEATING FREEZE SGT COIL NC E FIRE STMT PVFI) VFD (VARIABLE FREQUENCY DRIVE) SWfrC DFFERE4TAL PRESSURE H CAV CONSTANT AIR VOLUME � SMOKE DETECTOR BOX WITH REHEAT COIL 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 ELIMINATOR OUTPUT O ANALOG INPUT ACTIVATED CARBON OR O DIGITAL OUTPUT CHEMICAL FILTER O DIGITAL INPUT Q:3 CENTRIFUGAL PUMP C COMMON PORT S SIGNAL PORT NO NORMALLY OPEN SPRAY NOZZLE/HUMIDIFIER NC NORMALLY CLOSED i BALANCING VALVE O RESISTANCE HEATING CONTACTOR TA TEST -AUTO TDA TEST -OFF -AUTO ----- - -- ELECTRIC SIGNAL PIPING GENERAL NOTES: BULB -TYPE THERMOSTAT 1. THIS IS A STANDARD PROCESS, MECHANICAL AND PLUMBING SYMBOLOGY SHEET_ ALL SYMBOLS ARE NOT NECESSARILY USED•ON THIS PROJECT. 2. SCREENING OR SHADING OF WORK 15 USED TO INDICATE EXISTING COMPONENTS OR TO DE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORW, REFER TO CONTEXT OF EACH SHEET FOR USAGE. 3. SEE INSTRUMENTATION LEGEND SHEET FOR PROJECT - SPECIFIC EOUAPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS. AND PIPING SYSTEM ABBREVIATIONS. Vadl, Colorado Ground Water Rule General Mechanical Legend Improvements 0 1' 2- FKENAME OOG004.d.g SHEET�M^MMM�� 2010 SCALE AS NOTED �� D C B A 2 3 4 5 6 7 hal 1AH C. CLARK BLACX MITCHELL ANDREW U- /S- ALLERHEUGEP BUECHLER r+' Vail, Colorado Ground Water Rule Improvements MECHANICAL SYMBOLS AND GENERAL NOTES 0 1- FKENAME OOG005.dwq SHEET 2010 SCALE AS NOTED V W VYJ a C) D C B A MECHANICAL LEGEND MISMILAINEOUS Etc l81G!l�9BK _ S1, 2002 (� (S1) SUPPLY GRIJE. NECK SIZE CFM 1.(ml� -� 1 700 CFM t-�! �--� VOLUME DAMPER MANUAL OPERATION cm F & T TRAP 0 THERMODYNAMIC TRAP (I� RI, 2OX12 I 700 CFM (R1) RETURN OR (E1) EXHAUST GRR1f, NECK SIZE, CFM AUTOMATIC DAMPERS MOTOR OPERATED 0 BUCKET TRAP ® THERMOSTATIC TRAP ACCESS DOOR (AD). ACCESS PANEL (AP) � m AIR DEVICE AD co FLOAT TRAP 100 CFM (INDICATE TYPE) HW DOMEST HOT WATER 20 0 SUPPLY OUTLET, CEILING ROUND (TYPE AS SPECIFIED) `F=-idr FIRE D AMPE R: --4 CW DOMESTI C COLD WATER 700 CFM INDICATE FLOW DIRECTION "� SHOW HOR17 POS. OF UNDER FLOOR 20 X 12 SUPPLY OUTLET, CEI RECTANGULAR � SMOKE DAMPER 700 CFM (TYPE AS SPECIFIED) INDICATE FLOW pltECTION AD'V vAl1�s a FITnN�s ® OPPOSED BLADE DAMPERS ry TURNING VANES Q PARALLEL BLADE DAMPERS FLEXIBLE DUCT --Pa MAE VALVE 12 X 6_ � FLEXIBLE CONNECTION ---- 0, S. k Y GATE VALVE W/ TAMPER SWITCH �pG DOOR GRILLE -� GATE VALVE M UNIT HEATER (VERTICAL) —-�- WAFER CHECK VALVE - -�Q7 HOSE GATE VALVE [a UNIT HEATER (HORIZONTAL) TEMPERUIJIIE CONTROLS —i�H -- PLUG VALVE INN BALANCING COCK O THERMOSTAT OkJ— NEEDLE VALVE @ POWER OR GRAVITY ROOF VENTILATOR - EXHAUST (UM OUTDOOR AIR THERMOSTAT '�— STRAINER O O POWER OR GRAVRY ROOF VENTNATOR- SUPPLY (SRV) NQ NIGHT THERMOSTAT PRESSURE RELIEF VALVE POINT OF CHANGE IN DUCT CONSTRUCTION (BY ® MANUAL OVER -RIDE SWITCH MOTOR OPERATED GATE VALVE STATIC PRESSURE CLASS) 0 ETMCS SENSOR DUCT (1ST FIGURE SIDE SHOWN 2ND FIGURE, 0 PRESSURE SENSOR SOLENOID VALVE SIDE NOT SHOWN) Q HUMIDITY SENSOR --�.� PRESSURE REDUCING VALVE ACOUSTICAL LINING DUCT DIMENSIONS FOR NET FREE AREA FLOAT OPERATED VALVE { DIRECTION OF FLOW BUTTERFLY VALVE ® DUCT SECTION (SUPPLY) GENERAL NWES:- 1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE BALL VALVE m DUCT SECTION (EXHAUST OR RETURN) PERTINENT TO APPLICABLE. 111E CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT ELBOW DOWN INCLINED RI SE (R) OR DROP (D) (R pO 2. ADDITIONAL LEGENDS AND /OR ANOTHER LEGEND, SHEET MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECS CONDITIONS IN LIEU OF L—( ARROW IN D OF NR FLOW SYMBOLS SHOWN ON THIS SHEET. ELBOW UP _111111 _ TEE DOWN TRANSITIONS: GIVE SIZES NOTE F.O.T. (FIAT ON TOP) OR —MOM — TEE UP F.O.B. (FLAT ON BOTTOM), IF APPLICABLE —� CAP STANDARD BRANCH FOR SUPPLY a RETURN (NO SPLRTER) � UNION — - .......... F�-�� PIPE INCREASER OR DECRFASER FLANGE SPUTTER DAMPER —I BLIND FLANGE hal 1AH C. CLARK BLACX MITCHELL ANDREW U- /S- ALLERHEUGEP BUECHLER r+' Vail, Colorado Ground Water Rule Improvements MECHANICAL SYMBOLS AND GENERAL NOTES 0 1- FKENAME OOG005.dwq SHEET 2010 SCALE AS NOTED V W VYJ a C) D C B A i 1 2 3 4 5 5 7 8 X �20A OR �OOAF BOAT LOW VO T - VOLTAGE CIRCUIT BREAKER CB ( 1• RATINGS AND NO. OF POLES AS SFIOWIN. 100 kVA ❑ NON MOTOR LOAD WITH DESIGN KVA. KW. OR AMP O� 0 �` NORMALLY OPEN LEVEL SNITCH, X X DOUBLE -FACED CEILING Q FIRE ALARM CONTROL 3P WHEN ECIFIC TYPE E SP 6 REWIRED X INDICATES CLOSE ON RISING LEVEL OR WALL- mOUHTEp EXIT LIGHT: DIRECTIONAL ARROWS RELAY TAB- LLjCPT OF NORMALLY CLOSED LEVEL SWITCH, Y Y (IF REQUIRED) AS INDI ON PUNS O FIRE ALARM CONTACT. FLOW SWITCH MCCB - MOLDED CASE ICCB CONTROL POWER TRANSFORMER (CPT) OPEN ON RISING LEVEL X O p X ® 'gyp} Y SINGLE -FACED CEILING OR WALL - MOUNTED EXIT LIGHT: DIRECTIONAL ARROWS (�� AS ) -- FIRE ALARM CONTACT, TAMPER SWITCH - INSULATED CASE - LW -LAW VOLTAGE POWER pp,, � NORMALLY OPEN PRESSURE SWITCH, CLOSE ON INCREASING Y INDICATED ON PLANS O FIRE ALMA A CONCT, PRESSURE SWITCH MCP -MOTOR CIRCUIT PROTECTOR PRESSURE �y AREA OR ROADWAY LIGHT -POLE - MOUNTED ( RATING PER CONNECTED LOW) SEPARATELY MOUNTED CIRCUIT BREAKER; SEE VOLTAGE TRANSFORMER (Vr OR PT) NORMALLY CLOSED PRESSURE SWITCH. OPEN ON INCREASING PRESSURE LIGHTING FIXTURE SU BSCRIPTS, LOX AND 6X EKE AND ELECTRICAL ONE - LINE DIAGRAM OR X - INDICATES FIXTURE TYPE PER UGHTNG DUCT DETECTOR SCHEDULE FOR DESCRIPTION }f �} CURRENT TRANSFORMER (CT) o NORMAL LY OPEN UNIT SWATCH, FIXTURE SCHEDULE Y - INDICATES CIRCUIT NIA It FROM PANELBOARD G ED GROUND FAULT PROTECTION 0Q0 CLOSE ON REACHING LANE NORMALLY Y $X z - INDICATES CONTROLLING SWITCH OF REOUREO) I - IONIZATION TYPE P - PHOTOELECTNC TYPE CLOSED UMIT SWITCH. TOGGLE SWITCH OX UTILITY WATT -HOUR METER PER UTILITY OPEN ON REACHING LIMIT S UBSCRIPTS- HEAT DETECTOR 52 MEDIUM - VOLTAGE CIRCUIT BREAKER REOUIREMENTS X -�- FUSE, SIZE, AND NUMBER OF FUSES AS NOTED DNP ❑ o-___-0 FIELD WIRING EXTERNAL TO CONTROL PANEL NONE - SINGLE POLE 3 - THREE -WAY R/C - RATE COMPENSATION R/F - COMBINATION RATE OF RISE FUSED DIGITAL METERING PACKAGE ��- X INTERLOCK; X INDICATES TYPE 4 - FOUR -WAY HP - TOGGLE SWITCH, HORSEPOWER RATED AND FRED TEMP - RATE OF RISE CUTOUT, CURRENT RATING, FUSE SIZE, AND NUMBER OF POLES AS NOTED O RUN TIME METER ffiFS; E ELECTRICAL K - KEY SWITCH TE - MANUAL MOTOR STARTER WITH THERMAL ELEMENT P - PILOT LIGHT F - FIXED ALARM FUSIBLE SWITCH. CURRENT RATING. FUSE SIZE, - BELL AND QUANTITY AS NOTED �- M - MECHANICAL K -KEY LIGHTED - LIGHT HANDLE Y - INDICATES CONTROLLING NON -FUSED SWITCH, CURRENT RATING, AND GROUND HAND AUTO SWITCH (IF REQUIRED) OG ALARM HORN NUMBER OF POLES AS NOTED � \1 � /vO^ 3 POSITION SELECTOR SNATCH, MNNTAINED CONTACTS: � SPECIAL-PURPOSE RECEPTACLE AS DEFINED ON PUNS 0 ALARM FLASHING LIGHT DISCONNECT OR ORAIYOLlT CONNECTION LIGHTNING ARRESTER �� 00X UNLESS OTHERWISE NOTED, 2- POSITION SIMILAR T x n ALARM BELL AND FLASHING LIGHT PLUG - RECEPTACLE STRIP. QUANTITY AND SPACING OF = COMBINATION UNIT t MAGNETIC MOTOR STARTER AND SEPARATELY MOUNTED COMBINATION MAGNETIC SPED LOW VOLTAGE SURGE PROTECTIVE DEVICE 0 o NORMALLY OPEN PUSHBIR TON, MOMENTARY RECEPTACLES AS NOTED OR SPECIFIED C EO ALARM HORN AND FLASHING LIGHT V V I B 8 MOTOR STARTER CONTACT UNLESS OTHERWISE NOTED N TELECOMMUNICATIONS OUTLET JUNCTION BOX COMBINATION UNIT --- L--�.� ELECTRICAL CONNECTION A-" NORMALLY CLOSED PUSHBUTTON, MOMENTARY NORMALLY UNLESS OTHERWISE NOTED, SE NOT X QUAD - DUPLEX RECEPTACLE, SUBSCRIPT: D v • D o ® MOTOR CONTROLLER AND SEPARATELY MOUNTED MOTOR CONTROLLER WITH I y.� —A X F— INDICATING LIGHT. X INDICATES LENS COLOR Y TWO NEMA 5 -20R UNDER COMMON COVER PLATE NONE - GENERAL ALARM DEVICE SNORE CIRCUIT PROTECTION AND DISCONNECT f J t OR OR - NO ELECTRICAL CONNECTION A..� y.! X � Y DUPLEX RECEPTACLE, NEW S-20R F - FIRE ALARM DOME MOTOR STARTER AND CONTROL CR e I PTe. I I PUSH TEST INDICATING INDICATING LIGHT, %INDICATES A - MAGNETIC STARTER NEW SITE O � SOLENOID VALVE �_ �� LENS COLOR LENS COLORS X I SIMPLEX RECEPTACLE, NEW 5-20R 0 - STARTER TYPE NONE - FULL VOLTAGE NON- REVERSING (FVNR) FVR - FULL VOLTAGE REVERSING R - RED Y - YELLOW O - GREEN W - WHITE X - INDICATES TYPE 2S - TWO SPEED X O CONTROL,/RELAY COIL; X INDICATES TYPE, B - BLUE A - AMBER GFCI - GROUND FAULT CIRCUIT INTERRUPTER RVAT - REDUCED VOLTAGE AUTO TRANSFORMER Y INDICATES LOOP N0. WHEN USED O TRANSFORMER Y - INDICATES CIRCUIT NUMBER FROM PANEIBOATHO C - CONTROL DIAGRAM OR CONTROLS' SCHEDULE NUMBER (IF REQUIRED) CR _ CONTROL RELAY SS SELECTOR SWITCH - "-- --0 CONDUIT TINNING UP DEFINITE PURPOSE RELAY 0 - CONTROLLER TYPE LC - LIGHTING CONTACTOR M - MOTOR STARTER ® PUSHBUTTON - -� CONDUIT TURNING DOWN VFD - VARIABLE FREQUENCY DRIVE SS - SOLID STATE PC - PHOTO CELL TC - TIME CLOCK IC INSTRUMENTATION/CONTROL DEVICE �'~ HOME HOME RUN Tb PANEL, 2 /72, 1 /12G N SEPARATELY MOUNTED COMBINATION MOTOR TR - TIMING RELAY UNLESS OTHERWISE NOTED STARTER OR CONTROLLER: SEE ELECTRICAL —( F.. NORMALLY r � ICJ CONTROL PANEL INTEGRAL OR PROVIDED WITH ASSOCIATED DINE DESCRI PTION LINE DIAGRAM OR SCHEDULE FOR OPEN CONTACT (N.O.) EQUIPMENT CIRCUIT RUN BETWEEN DEVICES EXPOSED N �.� NORMALLY CLOSED CONTACT (N.C.) CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL OR PROVIDED NOR- MCN FINISHED AREAS; ARCH ilT THERMAL WITH ASSOCIATED EQUIPMENT AREAS. CONDUIT AN ONDUUOR Es SHALL Ol O NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON CLOSING AFTER COIL IS JUNCTION OR PULL BOX BE THE SAME AS THE HOMERUN FOR THE THERMAL OVERLOAD RELAY CONTACT ENERGIZED NORMALLY CLOSED TIME DELAY RELAY CONTACT PANELBOARD (250V TO BOOV) - - CIRCUIT. CONDUIT RUN BETWEEN DEVICES CONCEALED N NON - ARCHITECTURALLY FINISHED DISCONNECT OR WITH TIME DELAY ON OPENING AFTER COIL IS AREAS OR UNDER FLOOR SLAB SAFETY SWITCH, NON - NOT 3P, NON-FUSED UNLESS OTHERWISE NOTED ENERGIZED ® PANELBOARD (LESS THAN 25OV) CONDUIT AND CONDUCTOR SIZES SHALL BE THE SANE AS THE HOMERUN p� p i� NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON OPENING AFTER COIL IS ELECTRICAL FOR THE CIRCUIT. 7 1/2 W OR '4 DE-ENERGIZED O EQUIPMENT ENCLOSURE SWITCHBOARD, MOTOR COWROL CENTER. CONTROL PANEL. OR OTHER EQUIPMENT AS INDICATED L1ASN MAIMS (WHEN INDICATED} LONG, SHORT. SINGLE DOT. AND p0U&E DOT MOTOR WITH DESIGN HORSEPOWER (WHEN INDICATED) � NORMALLY CLOSED TIME DELAY RELAY CONTACT TIME DELAY ON CLOSING REPRESENT PHASE. NEUTRAL, EQUIPMENT GROUND, AFTER COIL IS � O PHOTOCELL AND ISOLATED EQUIPMENT GROUND, RESPECTIVELY. /12 IN 3/4' CONDUIT UNLESS O O NORMAL OPEN TEMPERATURE SWITCH; CLOSE ON RISING TEMPERATURE X my CEIUNG /PENDANT - MOUNTED LUMNNRE - HID, OTHERWISE INDICATED. CIRCUIT CONTINUATION O GENERATOR COMPACT FLUORESCENT, OR INCANDESCENT OF NORMALLY CLOSED TEMPERATURE SWITCH; OPEN ON RISING .Y'( X WALL- MOUNTED LUMINAIRE - HID, COMPACT CONDUIT STUBBED OUT AND CAPPED O TRANSFER SWITCH, CURRENT RATING, AND NUMBER OF POLES AS NOTED o TEMPERATURE Y FLUORESCENT, OR INCANDESCENT �X `__ CONDUIT TAO OR CIRCUIT NUMBER - WIRE AND CONDUIT SIZE AS SPECIFIED IN CIRCUIT NORMALLY OPEN FLOW SWITCH; % //PENDANT- MOUNTED FLUORESCENT -- SCHEDULE ON THE SHEETS ALTS - AUTOMATIC ARTS - o ` CLOSE ON INCREASING FLOW NORMALLY CLOSED FLOW SWITCH: Y � Y PCEIUUR WALL- MOUNTED FLUORESCENT FIXTURE - GROUND CABLE 1 OPEN ON INCREASING FLOW Q ® CEILI / PEN OANT-M OUNTED FLUORESCENT GROUND ND ROD N NO 1 TRANSFORMER OS 3- PHASE, 3 -WIRE DELTA CONNECTION OCCUPANCY SENSOR 23 % WALL - QUNTD FLUORE9CONf FlKTURE NORMAL FAA FIRE ALARM ANNUNCIATOR t. TH SYMBOLS MAY BE US D ELECTRICAL ON THIS PROJECT. SHEET. NOT ALL 3- PHASE. 4 -WIRE GROUNDED WYE CONNECTION Y X /EMERGENCY ER] FIRE ALARM CONTROL OL PANEL 2 . SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING Y EMERGENCY LIGHT FIXTURE, 2 ATTACHED HEADS COMPONENTS OR TO DE- EMPHASIZE PROPOSED IMPROVEMENTS ® SWITCHBOARD N VOLTAGE AS SHOWN O FIRE ALARM MANUAL PULL STATION TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EM SHEET FOR USAGE. . PHASE, NUMBER OF IRE F WIRES WHEN INDICATED INDI CATED iX Y EMERGENCY D HEAD AM OU " E 3. SEE P&ID LEGEND SHEET FOR PROJECT - SPECIFIC EQUIPMENT EEQUIPMENT SYMBOLS, EQUIPM E ABBREVIATIONS. AND PIPING SYSTEM ABBREVIATIONS. PROJECT MANAGERISARMH C. CLARK STRUCTURAL P.E J. BLACK J. MITCHELL ; - -• v T ANDREW T.QIR • • GLEY /S.BOOTKE B. ALLERHEILKiEN K. _ � • R. NELSON R �Vjr/ • •HF••N• r\� 0 D ppp- -NAL EN !�I VAO. Colorado Ground Water Rule Improvements General Electrical Legend FILENAME OOGOM.dvg SHEET 2010 SCALE AS NOTED 0 r 9 N r KIMAKT 2 N INSTRUMENT —�j O ORIFICE PLATE O O LOCALLY MOUNTED FIELD INSTRUMENTATION {�-- P PROT TUBE OR ANNUBAR )} R RoroMErER a M MOUNTED ON PANEL FRONT �Ei­ S SONIC OR ULTRASONIC FLOWMETER G G M MOUNTED INSIDE PANEL S INST RUMENT IDENTIFICATION LETTERS FIRST LETTER SUCCEEDING LETTERS MEASURED OR READOUT OR OUTPUT INITIATING MODIFIER PASSIVE NA MODIFIER VARABLE FUNCTION A ANALYSIS ALARM B BURNER USERS CHOICE USERS CHOICE USERS CHOICE C USERS CHOICE CONTROL CLOSED D USERS CHOICE DIFFERENTIAL A E VOLTAGE ( F FLOW RATE RATIO (FRACTION) G USER'S CHOICE GLASS. VIEWING DEVICE H HAND HIGH (ELECTRICAL) RNpICATE J POWER SCAN TIME. TIME RATE OF CONTROL K TIME SCHEDULE CHANCE STATION L LEVEL LIGHT LOW M USER'S CHOICE Mowe -rrmY MIDDLE. INTERMEDIATE N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE 0 USER'S CHOICE ORIFICE RESTRICTION P PRESSURE. POINT (TEST) VACUUM CONNECTION 0 QUANTITY INTEGRATE TOTAUZE R RADIATION RECORD SPEED S FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION, MECH. VALVE, DAMPER, ANAI•Y515 LOUVER W WEIGHT. FORCE WELL X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFED UNCLASSIFIED Y EVENT, STATE Y AXIS RELAY. COMPUTE, OR PRESENCE CONVERT DRIVER, Z DDI� Z AXIS ACTUATOR, UNCLASSIFIED FINAL GONTR01. ELEMENT MISCELLANEOUS INSTRUMENTATION ABBREVIATIONS AI ANALOG INPUT AO ANALOG OUTPUT CL2 CHLORINE (ANALYZ YODIFlER) CO CARBON MWIOXIDE ANALYZER MODIFIER) CO2 CARBON DIOXIDE ( YZER M�IFIE C CONDUCTIVITY DU 14AL MODIFIER) D EN � ( MODIFIER) DO DIGRAL O DO DISSOLVED OXYGEN (ANALYZER MODIFIER) E/P VOLTAGE TO PNEUMATIC FLUORIDE H2S HYDROGEN A NAL (ANALYZER MODkIER)) I 0 HYDROGEN CHLORIDE (ANALYZER MODIFIER) I/P CURRENT TO PNEUMATIC NOX NITROGEN OXIDE (ANALYZER MODIFIER) DI OPERATOR INTERFACE 02 OXYGEN (ANALYZER MODIFIER) P&ID PROCESS AND INSTRUMENTATfON DIAGRAM T TURBIDITY (AN LYZER MMOOpFlEER R) MODI FIER) WAN WIDE AREA NETWORK CROSS REFERENCE SYMBOLOGY I TYPES OF POWER SUPPLY I A PLANT COMPRESSED Ali I -3 CONTINUATION ON DRAWING 1 -3 IA INSTRUMENTATION AIR ES ELECTRIC SUPPLY NG NATURAL GAS HYD HYDRAULIC I -3 CONTINUATION ON DRAWING 1 -3 hat PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY SJ30DTIQ:F _ MECHANICAL B. ALLERHEUGEN EU= CTRICAL K. BUECHLER 0 10 /I5 /2010 ISSUED FOR CONSTRUCTION DRAWN BY R NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER 0000000000/2383 e 1 1 s CONTROL SWITCH NOTATION MISCELLANEOUS P & ID ABBREVIATIONS SYMBOLOGY ACK ACKNOWLEDGE ESTOP EMERGENCY STOP FAIL FAILURE FOR FORWARD- OFF - REVERSE FR FORWARD - REVERSE FS FAST -SLOW HA HAND -ALTO HOA HA NO- OFF -AUTO NOR HAND -OFF- REMOTE LL LEAO -LAG LLS LEAD- LAC - STANDBY LOR LOCAL- OFF - REMOTE LR LOCAL - REMOTE LS LEAD- STANDBY MA MANUAL -AUTO OAC OPEN -AUTO -CLOSE OC OPEN -CLOSE OSC OPEN- STOP -CLOSE RJ RUN -JOG RJR RUN -JOG- REVERSE SIL SILENCE SS START -STOP VALVES — BALL VALVE BUTTERFLY VALVE CONE VALVE — "'�V- -- CHECK VALVE '�"•� DOUBLE DISK CHECK VALVE ���-- BALL CHECK VALVE w— DIAPHRAGM VALVE —D4— CATE VALVE b4 GLOBE VALVE KNIFE GATE VALVE —�-- NEEDLE VALVE — C PINCH VALVE — PLUG VALVE 1 — COI -- THREE WAY BALL, VALVE 1 —SOH— THREE WAY PLUG VALVE PRESSURE REDUCING VALVE PRESSURE REGULATING VALVE OR -D10- PRESSURE RELIEF VALVE AR RELEASE VACUUM VALVE 1 A a AR RELEASE V - VACUUM 4 %5,;w;P7o" W ­ Ground Water Rule Improvements GENERAL NOTES: 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLS AND ABBREVIATION SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. 2. SEE GENERAL SYMBOL SHEET FOR MISCELLANEOUS PIPING SYMBOLS. 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO OE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK, REFER TO CONTEXT OF EACH SHEET FOR USAGE 4. VALVE SYMBOLS SHOWN HERE ARE APPUCABLE ONLY TO PAdD'S. SEE GENERAL SYMBOL SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. General Instrumentation Legend O 1' 2' FILENAME OOGW7.dwg SHEET 2010 SCALE ALTS 00GO07 ID C A S FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION, MECH. VALVE, DAMPER, ANAI•Y515 LOUVER W WEIGHT. FORCE WELL X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFED UNCLASSIFIED Y EVENT, STATE Y AXIS RELAY. COMPUTE, OR PRESENCE CONVERT DRIVER, Z DDI� Z AXIS ACTUATOR, UNCLASSIFIED FINAL GONTR01. ELEMENT MISCELLANEOUS INSTRUMENTATION ABBREVIATIONS AI ANALOG INPUT AO ANALOG OUTPUT CL2 CHLORINE (ANALYZ YODIFlER) CO CARBON MWIOXIDE ANALYZER MODIFIER) CO2 CARBON DIOXIDE ( YZER M�IFIE C CONDUCTIVITY DU 14AL MODIFIER) D EN � ( MODIFIER) DO DIGRAL O DO DISSOLVED OXYGEN (ANALYZER MODIFIER) E/P VOLTAGE TO PNEUMATIC FLUORIDE H2S HYDROGEN A NAL (ANALYZER MODkIER)) I 0 HYDROGEN CHLORIDE (ANALYZER MODIFIER) I/P CURRENT TO PNEUMATIC NOX NITROGEN OXIDE (ANALYZER MODIFIER) DI OPERATOR INTERFACE 02 OXYGEN (ANALYZER MODIFIER) P&ID PROCESS AND INSTRUMENTATfON DIAGRAM T TURBIDITY (AN LYZER MMOOpFlEER R) MODI FIER) WAN WIDE AREA NETWORK CROSS REFERENCE SYMBOLOGY I TYPES OF POWER SUPPLY I A PLANT COMPRESSED Ali I -3 CONTINUATION ON DRAWING 1 -3 IA INSTRUMENTATION AIR ES ELECTRIC SUPPLY NG NATURAL GAS HYD HYDRAULIC I -3 CONTINUATION ON DRAWING 1 -3 hat PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY SJ30DTIQ:F _ MECHANICAL B. ALLERHEUGEN EU= CTRICAL K. BUECHLER 0 10 /I5 /2010 ISSUED FOR CONSTRUCTION DRAWN BY R NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER 0000000000/2383 e 1 1 s CONTROL SWITCH NOTATION MISCELLANEOUS P & ID ABBREVIATIONS SYMBOLOGY ACK ACKNOWLEDGE ESTOP EMERGENCY STOP FAIL FAILURE FOR FORWARD- OFF - REVERSE FR FORWARD - REVERSE FS FAST -SLOW HA HAND -ALTO HOA HA NO- OFF -AUTO NOR HAND -OFF- REMOTE LL LEAO -LAG LLS LEAD- LAC - STANDBY LOR LOCAL- OFF - REMOTE LR LOCAL - REMOTE LS LEAD- STANDBY MA MANUAL -AUTO OAC OPEN -AUTO -CLOSE OC OPEN -CLOSE OSC OPEN- STOP -CLOSE RJ RUN -JOG RJR RUN -JOG- REVERSE SIL SILENCE SS START -STOP VALVES — BALL VALVE BUTTERFLY VALVE CONE VALVE — "'�V- -- CHECK VALVE '�"•� DOUBLE DISK CHECK VALVE ���-- BALL CHECK VALVE w— DIAPHRAGM VALVE —D4— CATE VALVE b4 GLOBE VALVE KNIFE GATE VALVE —�-- NEEDLE VALVE — C PINCH VALVE — PLUG VALVE 1 — COI -- THREE WAY BALL, VALVE 1 —SOH— THREE WAY PLUG VALVE PRESSURE REDUCING VALVE PRESSURE REGULATING VALVE OR -D10- PRESSURE RELIEF VALVE AR RELEASE VACUUM VALVE 1 A a AR RELEASE V - VACUUM 4 %5,;w;P7o" W ­ Ground Water Rule Improvements GENERAL NOTES: 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLS AND ABBREVIATION SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. 2. SEE GENERAL SYMBOL SHEET FOR MISCELLANEOUS PIPING SYMBOLS. 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO OE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK, REFER TO CONTEXT OF EACH SHEET FOR USAGE 4. VALVE SYMBOLS SHOWN HERE ARE APPUCABLE ONLY TO PAdD'S. SEE GENERAL SYMBOL SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. General Instrumentation Legend O 1' 2' FILENAME OOGW7.dwg SHEET 2010 SCALE ALTS 00GO07 ID C A FINAL GONTR01. ELEMENT MISCELLANEOUS INSTRUMENTATION ABBREVIATIONS AI ANALOG INPUT AO ANALOG OUTPUT CL2 CHLORINE (ANALYZ YODIFlER) CO CARBON MWIOXIDE ANALYZER MODIFIER) CO2 CARBON DIOXIDE ( YZER M�IFIE C CONDUCTIVITY DU 14AL MODIFIER) D EN � ( MODIFIER) DO DIGRAL O DO DISSOLVED OXYGEN (ANALYZER MODIFIER) E/P VOLTAGE TO PNEUMATIC FLUORIDE H2S HYDROGEN A NAL (ANALYZER MODkIER)) I 0 HYDROGEN CHLORIDE (ANALYZER MODIFIER) I/P CURRENT TO PNEUMATIC NOX NITROGEN OXIDE (ANALYZER MODIFIER) DI OPERATOR INTERFACE 02 OXYGEN (ANALYZER MODIFIER) P&ID PROCESS AND INSTRUMENTATfON DIAGRAM T TURBIDITY (AN LYZER MMOOpFlEER R) MODI FIER) WAN WIDE AREA NETWORK CROSS REFERENCE SYMBOLOGY I TYPES OF POWER SUPPLY I A PLANT COMPRESSED Ali I -3 CONTINUATION ON DRAWING 1 -3 IA INSTRUMENTATION AIR ES ELECTRIC SUPPLY NG NATURAL GAS HYD HYDRAULIC I -3 CONTINUATION ON DRAWING 1 -3 hat PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY SJ30DTIQ:F _ MECHANICAL B. ALLERHEUGEN EU= CTRICAL K. BUECHLER 0 10 /I5 /2010 ISSUED FOR CONSTRUCTION DRAWN BY R NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER 0000000000/2383 e 1 1 s CONTROL SWITCH NOTATION MISCELLANEOUS P & ID ABBREVIATIONS SYMBOLOGY ACK ACKNOWLEDGE ESTOP EMERGENCY STOP FAIL FAILURE FOR FORWARD- OFF - REVERSE FR FORWARD - REVERSE FS FAST -SLOW HA HAND -ALTO HOA HA NO- OFF -AUTO NOR HAND -OFF- REMOTE LL LEAO -LAG LLS LEAD- LAC - STANDBY LOR LOCAL- OFF - REMOTE LR LOCAL - REMOTE LS LEAD- STANDBY MA MANUAL -AUTO OAC OPEN -AUTO -CLOSE OC OPEN -CLOSE OSC OPEN- STOP -CLOSE RJ RUN -JOG RJR RUN -JOG- REVERSE SIL SILENCE SS START -STOP VALVES — BALL VALVE BUTTERFLY VALVE CONE VALVE — "'�V- -- CHECK VALVE '�"•� DOUBLE DISK CHECK VALVE ���-- BALL CHECK VALVE w— DIAPHRAGM VALVE —D4— CATE VALVE b4 GLOBE VALVE KNIFE GATE VALVE —�-- NEEDLE VALVE — C PINCH VALVE — PLUG VALVE 1 — COI -- THREE WAY BALL, VALVE 1 —SOH— THREE WAY PLUG VALVE PRESSURE REDUCING VALVE PRESSURE REGULATING VALVE OR -D10- PRESSURE RELIEF VALVE AR RELEASE VACUUM VALVE 1 A a AR RELEASE V - VACUUM 4 %5,;w;P7o" W ­ Ground Water Rule Improvements GENERAL NOTES: 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLS AND ABBREVIATION SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. 2. SEE GENERAL SYMBOL SHEET FOR MISCELLANEOUS PIPING SYMBOLS. 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO OE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK, REFER TO CONTEXT OF EACH SHEET FOR USAGE 4. VALVE SYMBOLS SHOWN HERE ARE APPUCABLE ONLY TO PAdD'S. SEE GENERAL SYMBOL SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. General Instrumentation Legend O 1' 2' FILENAME OOGW7.dwg SHEET 2010 SCALE ALTS 00GO07 ID C A CROSS REFERENCE SYMBOLOGY I TYPES OF POWER SUPPLY I A PLANT COMPRESSED Ali I -3 CONTINUATION ON DRAWING 1 -3 IA INSTRUMENTATION AIR ES ELECTRIC SUPPLY NG NATURAL GAS HYD HYDRAULIC I -3 CONTINUATION ON DRAWING 1 -3 hat PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY SJ30DTIQ:F _ MECHANICAL B. ALLERHEUGEN EU= CTRICAL K. BUECHLER 0 10 /I5 /2010 ISSUED FOR CONSTRUCTION DRAWN BY R NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER 0000000000/2383 e 1 1 s CONTROL SWITCH NOTATION MISCELLANEOUS P & ID ABBREVIATIONS SYMBOLOGY ACK ACKNOWLEDGE ESTOP EMERGENCY STOP FAIL FAILURE FOR FORWARD- OFF - REVERSE FR FORWARD - REVERSE FS FAST -SLOW HA HAND -ALTO HOA HA NO- OFF -AUTO NOR HAND -OFF- REMOTE LL LEAO -LAG LLS LEAD- LAC - STANDBY LOR LOCAL- OFF - REMOTE LR LOCAL - REMOTE LS LEAD- STANDBY MA MANUAL -AUTO OAC OPEN -AUTO -CLOSE OC OPEN -CLOSE OSC OPEN- STOP -CLOSE RJ RUN -JOG RJR RUN -JOG- REVERSE SIL SILENCE SS START -STOP VALVES — BALL VALVE BUTTERFLY VALVE CONE VALVE — "'�V- -- CHECK VALVE '�"•� DOUBLE DISK CHECK VALVE ���-- BALL CHECK VALVE w— DIAPHRAGM VALVE —D4— CATE VALVE b4 GLOBE VALVE KNIFE GATE VALVE —�-- NEEDLE VALVE — C PINCH VALVE — PLUG VALVE 1 — COI -- THREE WAY BALL, VALVE 1 —SOH— THREE WAY PLUG VALVE PRESSURE REDUCING VALVE PRESSURE REGULATING VALVE OR -D10- PRESSURE RELIEF VALVE AR RELEASE VACUUM VALVE 1 A a AR RELEASE V - VACUUM 4 %5,;w;P7o" W ­ Ground Water Rule Improvements GENERAL NOTES: 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLS AND ABBREVIATION SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. 2. SEE GENERAL SYMBOL SHEET FOR MISCELLANEOUS PIPING SYMBOLS. 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO OE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK, REFER TO CONTEXT OF EACH SHEET FOR USAGE 4. VALVE SYMBOLS SHOWN HERE ARE APPUCABLE ONLY TO PAdD'S. SEE GENERAL SYMBOL SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. General Instrumentation Legend O 1' 2' FILENAME OOGW7.dwg SHEET 2010 SCALE ALTS 00GO07 ID C A hat PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY SJ30DTIQ:F _ MECHANICAL B. ALLERHEUGEN EU= CTRICAL K. BUECHLER 0 10 /I5 /2010 ISSUED FOR CONSTRUCTION DRAWN BY R NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER 0000000000/2383 e 1 1 s CONTROL SWITCH NOTATION MISCELLANEOUS P & ID ABBREVIATIONS SYMBOLOGY ACK ACKNOWLEDGE ESTOP EMERGENCY STOP FAIL FAILURE FOR FORWARD- OFF - REVERSE FR FORWARD - REVERSE FS FAST -SLOW HA HAND -ALTO HOA HA NO- OFF -AUTO NOR HAND -OFF- REMOTE LL LEAO -LAG LLS LEAD- LAC - STANDBY LOR LOCAL- OFF - REMOTE LR LOCAL - REMOTE LS LEAD- STANDBY MA MANUAL -AUTO OAC OPEN -AUTO -CLOSE OC OPEN -CLOSE OSC OPEN- STOP -CLOSE RJ RUN -JOG RJR RUN -JOG- REVERSE SIL SILENCE SS START -STOP VALVES — BALL VALVE BUTTERFLY VALVE CONE VALVE — "'�V- -- CHECK VALVE '�"•� DOUBLE DISK CHECK VALVE ���-- BALL CHECK VALVE w— DIAPHRAGM VALVE —D4— CATE VALVE b4 GLOBE VALVE KNIFE GATE VALVE —�-- NEEDLE VALVE — C PINCH VALVE — PLUG VALVE 1 — COI -- THREE WAY BALL, VALVE 1 —SOH— THREE WAY PLUG VALVE PRESSURE REDUCING VALVE PRESSURE REGULATING VALVE OR -D10- PRESSURE RELIEF VALVE AR RELEASE VACUUM VALVE 1 A a AR RELEASE V - VACUUM 4 %5,;w;P7o" W ­ Ground Water Rule Improvements GENERAL NOTES: 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLS AND ABBREVIATION SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. 2. SEE GENERAL SYMBOL SHEET FOR MISCELLANEOUS PIPING SYMBOLS. 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO OE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK, REFER TO CONTEXT OF EACH SHEET FOR USAGE 4. VALVE SYMBOLS SHOWN HERE ARE APPUCABLE ONLY TO PAdD'S. SEE GENERAL SYMBOL SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. General Instrumentation Legend O 1' 2' FILENAME OOGW7.dwg SHEET 2010 SCALE ALTS 00GO07 ID C A e 1 1 s CONTROL SWITCH NOTATION MISCELLANEOUS P & ID ABBREVIATIONS SYMBOLOGY ACK ACKNOWLEDGE ESTOP EMERGENCY STOP FAIL FAILURE FOR FORWARD- OFF - REVERSE FR FORWARD - REVERSE FS FAST -SLOW HA HAND -ALTO HOA HA NO- OFF -AUTO NOR HAND -OFF- REMOTE LL LEAO -LAG LLS LEAD- LAC - STANDBY LOR LOCAL- OFF - REMOTE LR LOCAL - REMOTE LS LEAD- STANDBY MA MANUAL -AUTO OAC OPEN -AUTO -CLOSE OC OPEN -CLOSE OSC OPEN- STOP -CLOSE RJ RUN -JOG RJR RUN -JOG- REVERSE SIL SILENCE SS START -STOP VALVES — BALL VALVE BUTTERFLY VALVE CONE VALVE — "'�V- -- CHECK VALVE '�"•� DOUBLE DISK CHECK VALVE ���-- BALL CHECK VALVE w— DIAPHRAGM VALVE —D4— CATE VALVE b4 GLOBE VALVE KNIFE GATE VALVE —�-- NEEDLE VALVE — C PINCH VALVE — PLUG VALVE 1 — COI -- THREE WAY BALL, VALVE 1 —SOH— THREE WAY PLUG VALVE PRESSURE REDUCING VALVE PRESSURE REGULATING VALVE OR -D10- PRESSURE RELIEF VALVE AR RELEASE VACUUM VALVE 1 A a AR RELEASE V - VACUUM 4 %5,;w;P7o" W ­ Ground Water Rule Improvements GENERAL NOTES: 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLS AND ABBREVIATION SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. 2. SEE GENERAL SYMBOL SHEET FOR MISCELLANEOUS PIPING SYMBOLS. 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO OE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK, REFER TO CONTEXT OF EACH SHEET FOR USAGE 4. VALVE SYMBOLS SHOWN HERE ARE APPUCABLE ONLY TO PAdD'S. SEE GENERAL SYMBOL SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. General Instrumentation Legend O 1' 2' FILENAME OOGW7.dwg SHEET 2010 SCALE ALTS 00GO07 ID C A 4 %5,;w;P7o" W ­ Ground Water Rule Improvements GENERAL NOTES: 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLS AND ABBREVIATION SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. 2. SEE GENERAL SYMBOL SHEET FOR MISCELLANEOUS PIPING SYMBOLS. 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO OE- EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK, REFER TO CONTEXT OF EACH SHEET FOR USAGE 4. VALVE SYMBOLS SHOWN HERE ARE APPUCABLE ONLY TO PAdD'S. SEE GENERAL SYMBOL SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. General Instrumentation Legend O 1' 2' FILENAME OOGW7.dwg SHEET 2010 SCALE ALTS 00GO07 ID C A N ,E6WARD3 DWF, � ACCESS,R2Mki" .T./'�� . h ti ` 2 V PAW PAII, c T Vicinity Map NO SCALE h" DR 4 DO NOT BLOCK ACCESS TO FACILITY. 5 6 B STAGING AREA V GENERAL NOTES: I. 00 NOT PARK, STAGE EQUIPMENT OR BLOCK ENTRANCE TO REST AREA 2. CONTRACTOR To CONTACT ERWSD To GAIN ACCESS PASS TO STAGING AREA SITE. yr EZLE RIVER �x > X MH C. C BLACK WTCHELL K- BMC14LER Ground Water Rule Improvements ID c 9 A U 2 'O" RING GASKET 1/4" InX1 1/4" S.S. BOLT (TYPICAL OF 4) 5 8 DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACK FILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18" TO BE REMOVED FROM BACK FILL AND DISPOSED OF OFF SITE. L ROO( ALLOWED GREATER THAN 6' NO [-- RUCK I( GREATER THAN 6' PIPE SUB GRADE, MATERIAL IF SEE SPECIFICATIONS FOR COMPACTION REOUIREMENTS !(43 3 LOCATION TAPE TO BE PLACED 12' ABOVE TOP O PIPE OR ANY PROTRUSION 7 TRENCH BACK FILL COMPACTED 3/4" 1 SCREENED ROCK EDGING ZONE SEE BELOW UNDISTURBED SOIL LOCATION TAPE TO BE PLACED 12' ABOVE TOP OF PIPE CR ANY PROTRUSION 110 -32 S.S. FLAT MEAD MACHINE SCREW WITH SS. HEX NUT (TYPICAL OF 4) PIPE BEDDING n NO SCALE / 1 1 1 1/4" S.S PLATE 1/4 ' .1 " S.S. RING S.S. INSECT SCREEN (3202 MESH) 0.010 DIAMETER WIRE VENT PIPE DETAIL n NO SCALE I 6000°1 Hv R19I�arA NOTES: I. EXTEND SLURRY BEDDING 12' ABOVE TOP OF PIPE OR LEVEL WITH ADJACENT INTACT ROCK, WHICHEVER 15 GREATER. 2. FOR ADDITIONAL TRENCH DIMENSION REQUIREMENTS SEE TYPICAL TRENCH DETAILS REVEGETATE ALL AREAS DISTURBED BY CONSTRUCTION 4 PIPE SUB GRADE / WARNING TAPE 1CKFILL SLOPE, AS NEEDED 4G N TRENCH IE MAY BE CURVED TO SHAPE OF TRENCHER, MAINTAIN MRI. O 6" THICK BEDDING LAYER SLURRY BEDDING PIPE EMBEDMENT DETAIL n NO SCALE 000381 e � ee•eo•o BEARING AREA OF BLOCK IN SO. FT. TEE dc END 90 BEND 45 BEND 2 -1/2"' BEND 11 -1/4" BEN 8.0 11.4 6.2 3.1 1.6 10" PROJECT MANAGER STRUCTURAL P.E. SARAH C. CLARK J. BLACK 9.25 4.7 ®ewe® STRUCTURAL DESIGN J. YTCHELL 24.2 aeoaeooeooeeo>000eaoeaoeoaeo 6.7 ARCHITECTURAL R. ANDREW 29.7 42.0 22.7 PROCESS T.QUIG EY /S.BODTKEF 20'• 459 64.B MECHANICAL 8. ALLERHERJGEN 9.0 � ®>r�m��oee��m® 67.8 ELECTRICAL BUECHLER 0 ISSUE 10/15/2010 I DATE ISSUED FOR CONSTRUCTION DESCRIPTION DRAWN BY 1R. PROJECT NUMBER . NELSON 000000000092383 e � ee•eo•o BEARING AREA OF BLOCK IN SO. FT. TEE dc END 90 BEND 45 BEND 2 -1/2"' BEND 11 -1/4" BEN 8.0 11.4 6.2 3.1 1.6 10" 12.0 ®mere 9.25 4.7 ®ewe® 12' 17.1 24.2 aeoaeooeooeeo>000eaoeaoeoaeo 6.7 3.4 16' 29.7 42.0 22.7 11.6 5.8 20'• 459 64.B 35.0 17.9 9.0 � ®>r�m��oee��m® 67.8 96.0 52.0 1 26.5 13.3 30'• ©mil ®o�oe�oe�e 81.1 41.4 20.8 36'• 152.6 215.9 1 eeeee 59.5 ■ee 14-A SECOND VALVE WLL BE REOUMIEO TO IIE CLOSED WHEN D MMTRD NEXT TO AN EXISTING VALVE. ■ ■eeee NO SCALE aoc6D ■ ■e ■ ■e ■eeeee■ m� ©Q�o�mm�o�e © ©�la ©eoee ©sere ���a ®�o ®� ©m�om�>v ®gym ®emee�aeoe Iweveee�am� ©�� ©m�e�aea> BACK FILL TES: ALL EDGES TO BE SAWCUT 2. IF THE EXISTING ASPHALT WIDTH BETWEEN THE EDGE OF THE TRENCH AND THE UP OF THE EXISTING GUTTER IS 3' -0' OR LESS, THE EXISTING ASPHALT SHALL BE REMOVED AND REPLACED. 1 °1 1/4 O.D., 6" MIN UNDIS IJRBEO EARTH ;9� TIE BACK THRUST RESTRAINT �. 2' GRADING "SX" -T6" GRADING ^ S" (2 LIFTS) ASS 6 AGGREGATE COURSE SAW CUT BACK FROM EXCAVATION SO THERE 6 A MINIMUM OF 1 FT. OF UNDISTURBED SUBGRADE BEYOND THE TRENCH LY 45• (TYP) n.I yA I�IT -I 4d Fr! UNDISTURBED T UNDISTURBED 0 J EARTH POURED CONCRETE • JFFR I I 1 =1� I N OTE& 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 BLACK 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 FIRING CORRESPONDS WITH THE CENTER OF THE THRUST BLOCK. 5. CONCRETE SMALL HAVE A MINIMUM COMPRESSIVE STRE14CTH OF 4000 PSI 0 26 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 FITTING. FITTING SIZES B. BEARING AREA OF BLOCK IN SO. FT. TEE dc END 90 BEND 45 BEND 2 -1/2"' BEND 11 -1/4" BEN 8.0 11.4 6.2 3.1 1.6 10" 12.0 17.1 9.25 4.7 2.4 12' 17.1 24.2 13.1 6.7 3.4 16' 29.7 42.0 22.7 11.6 5.8 20'• 459 64.B 35.0 17.9 9.0 24'• 67.8 96.0 52.0 1 26.5 13.3 30'• 106.1 150 81.1 41.4 20.8 36'• 152.6 215.9 1 116.9 59.5 29.9 NAIL: SCHEDULE FOR AWWA C151, CLASS 52 PIPE, 350M THRUST BLOCK DETAIL n NO SCALE OD0001 A ltow;;PF' VaN, Colorado L L X LENGTHS OF PIPE MEASURED EAGI MAY rROM vKVE2 AID DEMOS TEE OR VALY£ 2- D N� ALLOWED FOR 24' AND URGER P�S US -L- ]- D- & - ALTER. LZ H..- GMCJ4 M -&-MI LD STE N.S.IRGI RA MGM L 4- MINIMUM 43' GROUND COYER REQUIRED. 5- BASED ON 250 PSI RIIERNIL PRESSURE, FOR L L I d- MS. MEANS WILD STEEL ROD AST.M. STANDARD OESPG MTIDN A-30. 7- NA MEANS HIGH STNENGTM ROD AZi.Y. STANDARD DESIGNATION A-193 GRADE 6.7. W BEND B- NUTS 9YLL BE AST.Y. SWiMRD DESIGNATION A -307 GRAM A ON B NEVAKM MEAMY SERIES, 9- SEE LS TIE CLAM DETAAS AN ROD P DETAIL IS. OET O AN D. ALSO. P ROD CIXA•LNG oETN SET CIJwP oEwLS. L 10- LENGTH REFERS TO THE ANOINT OF PIPE WHEN MUST L DE TEE TOGETHER U IS NOT NECESSARLY THE LENGTH OF T RO DS. o£ J3EtlQ3 I1- LENGTH OF TED PIPE CHART IS ALSO FOR THE LENGTH OF JOINT RESTRAINT FOR MEGALUGS. 12- CROSSES MUST BE RESTRAINED IN ALL APPLICABLE DIRECTIONS. 13 - 12' AND SMALLER N LINE VALVES AND TEES SWILL HAVE A MECH. JOINT RESTRAINT DEVICE ON EACH SIDE OF THE rn m ON vALVE. MECHANICAL JOINT RESTRAINT DEVICE SMALL K PER MS-26 OF THE ENG44EEMNO STANDARDS. 14-A SECOND VALVE WLL BE REOUMIEO TO IIE CLOSED WHEN D MMTRD NEXT TO AN EXISTING VALVE. LENGTH OF TIED PIPE n NO SCALE aoc6D 2010 1 Ground Water Rule Improvements General Civil Details 0 1' 2' FILENAME 000001.d,, SCALE NO SCALE ID C B A i 2 DETAIL NOTE: CLEAN OURS SNAIL BE LOCATED AT EACH BEND IN SANITARY SEWER SERVICE CONNECTION B' THICK. 1' WIDE CAST IRON UO BOLTED ND W CONCRETE COLLAR PLACED AROUND THE CLEAN OUT e PVC RAISER TO THE RING SHALL Be PUACEO NEXT TO MANHOLE a 4 CLEW OUT PVC Y. MAIN 4' PVC RISER ADAPTER FITTING WWITH r 4' PVC WREADED PLUG FLOW DETAIL CONCRETE SUPPORT FOR Y AND BEND UNDERDRAIN CLEANOUT n NO SCAM 3' VENT W/ WIRE MESH SCREEN AND CLAMP -EX 3' ABOVE FINISH GRADE NOTE PIPE DEPTH NO LESS o THAN MINIMUM J n 90- ELBOW ALL MANHOLE STEPS PLASTIC COATED MA INDUSTRIES OR EQUAL 5' MIN — INSDE UP TO BE HIGHER THAN OUTSIDE UP DUPLEX SUMP PUMP, SEE DETAIL 9 THIS SHEET. 1/2' CV-11 FROM WELL HOUSE , i FLOOR DRAIN VANIZED STEEL OR DIP TO BE LAID TO POSITIVE AIRFLOW MH FRAME AND COVER M520 LOAOING RATED OR EQUAL I RNC A COVER -SET TO F- 2'-0--4 PARALLEL FINISHED 3 4 CENTER OF WYE BRANCH TO BE PLACED IN TIPPER SEWER LINE THIRD OR SEWER INN FLOW 8l AX MAX M # `22 -1/2' LONG RADIUS PRE -CAST MANHOLE BASE INSTALL I' DIAMETER RAM NECK(OR BEND OR 45' REND AND FIRST BARREL SECTION CAST MONOLITHIC ASTM -C478 PROVIDE 1.3' DIAMETER RAM NEC( ON MANHOLES LARGER THAN 48'. PRECAST REINFORCEO CONCRETE U.C. 'PERMA -JOINT STOP' 10 ASTM -0478 WITH STEPS TYP 4' SUMP PIPING PER 6' STEEL FENCE POST PLAIN VIEW (PANE 1' OF TOP GREEN) NOTE: 2 x CHECK VALVE (TYP) 1' UNION (TYP) LOCATION TAPE TO BE INVERT MUST BE BELOW ; MINIMUM WATER LEVEL PLACED 24' ABOVE PIPE ( OR ANY PROTRUSION u FOUR t t ' ' SERVICE LINE -SEE ( SPECiICN70N5 / PLACE 3M LOCATING DISK 120- :.�. t._. ` APPROX. 1 FT ABOVE ' FLOW SERVICE LNE. DO NOT - -\ /- 3a EXCEED 4' DEEP OF BURY SECTION SEWER SERVICE R VIEW CONNECTION n NO SCALE PRECAST ECCENTRIC CONE AX MAX M # �•t I ,.. ,., PRE -CAST MANHOLE BASE INSTALL I' DIAMETER RAM NECK(OR EQUAL) ON INNER AND OUTER RINGS. AND FIRST BARREL SECTION CAST MONOLITHIC ASTM -C478 PROVIDE 1.3' DIAMETER RAM NEC( ON MANHOLES LARGER THAN 48'. PRECAST REINFORCEO CONCRETE U.C. MANHOLE BARREL PER 10 ASTM -0478 WITH STEPS TYP 4' SUMP PIPING PER PUMP I ON O 24' SPEC SECTION 15060 Q A 1 x GATE VALVE (TYP) WN 2 x CHECK VALVE (TYP) 1' UNION (TYP) \ INVERT MUST BE BELOW MANHOLE. MINIMUM WATER LEVEL 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST AQ -318 _ ABOVE MANHOLE FLOOR. STANDARD MANHOLE LID 96' O.D. MARKED SEWER' OR 6B' O.D. C ® ® ® 0 0 U29 ® ® 0 c2 0 ® ® O ca ON B 0 0 ® ON ® 0 - 9 �•t I ,.. ,., PRE -CAST MANHOLE BASE MIN. 12' COMPACTED S AND FIRST BARREL SECTION CAST MONOLITHIC ASTM -C478 3/4' SCREENED ROCK • %>�i L 6 FT 01A LOCATION TAPE TO BE NOTE- PUMP STAND W/A PUMP I ON O 24' EXTEND INLET SO IT MIN. HEIGHT OF 8'. MIN. 3' OF 3/4' PUMP I OFF O 6' TERMINATES S ABOVE SCREENED ROCK THE BOTTOM OF THE (TYP.) GE NERAL NOTES MANHOLE. 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST AQ -318 SPECIFICATIONS 0 ® ® ® 0 O ® ® ® 0 G ® ® ® 0 to ® ® ® 0 O ® ® ® 0 4 GALVANIZED STEEL OR DIP VENT PIPE W/WIRE MESH SCREEN AND CLAMP. FLAT COVER HS -20 -44 W/ JOX IMPACT WRAP IN GEOTECH MATERIAL LI�NS TAUL DESIGN OF INGS ALLOWS MUM FLOW UGH THE BER WHILE ENTING DEBRIS ENTERING (12 OPENINGS/VERTICAL FLAP GATES ON PIPE INLETS SURGE BLOW -OFF LINE U F - OOTER RING COMPACT 3/4' 1 ROCK SUMP MANHOLE DETAIL n NOT TO SCALE r 6 8 MAINGUARD 4' BLOW-OFF HYDRANT 1 .�! 4' BRASS STREET 'V ��� _ '••.• •� (NOT BY KUPFERLE CONCRETE BASE BLACK HYDRANT DRAIN PR, 27 CUBIC FT OF 1 -1/2' OR 3/4' WASHED ROCK FLUSHING HYDRANT n NOT TO SCALE 101 FOOTING f I A I FILL WITH o I a' / I \ i c ( � i 1 CONCRETE r 1' -8' DIA NOTE: 1. REINFORCING FOR CONCRETE SLAB NOT SHOWN. BOLLARD DETAIL 7 2' -0' , 4' - 0' PROVIDE JOINTS AT SPACINGS SHOWN, TYPICAL --/ LOCATION OF FLEXIBLE CONNECTIONS n NO SCALE 01 MARKING TAPE TO BE PLACE VALVE BOX k 24' ABOVE GATE VALVE TOP OF PIPE GATE VALVE CON 10 GAUGE CONCRETE THRUST BLOCK MEGALUG OR INSULATED RESTRAINED COPP WIRE .IOINf SMALL BE INSULATED WITH ALL PIPE .�i 12' I Bt 1W EARTH BLOCK WATER MAIN TAPPING DETAIL n NOT TO SCALE r-,� r SURFACE OVER PIPE N 6 6' (TYP • %>�i L LOCATION TAPE TO BE 0 ISSUE I 10/15/2010 DATE I 1ISSUED FOR CONSiRUCTDN DESCRIPTION r 6 8 MAINGUARD 4' BLOW-OFF HYDRANT 1 .�! 4' BRASS STREET 'V ��� _ '••.• •� (NOT BY KUPFERLE CONCRETE BASE BLACK HYDRANT DRAIN PR, 27 CUBIC FT OF 1 -1/2' OR 3/4' WASHED ROCK FLUSHING HYDRANT n NOT TO SCALE 101 FOOTING f I A I FILL WITH o I a' / I \ i c ( � i 1 CONCRETE r 1' -8' DIA NOTE: 1. REINFORCING FOR CONCRETE SLAB NOT SHOWN. BOLLARD DETAIL 7 2' -0' , 4' - 0' PROVIDE JOINTS AT SPACINGS SHOWN, TYPICAL --/ LOCATION OF FLEXIBLE CONNECTIONS n NO SCALE 01 MARKING TAPE TO BE PLACE VALVE BOX k 24' ABOVE GATE VALVE TOP OF PIPE GATE VALVE CON 10 GAUGE CONCRETE THRUST BLOCK MEGALUG OR INSULATED RESTRAINED COPP WIRE .IOINf SMALL BE INSULATED WITH ALL PIPE .�i 12' I Bt 1W EARTH BLOCK WATER MAIN TAPPING DETAIL n NOT TO SCALE r-,� r SURFACE OVER PIPE N 6 6' (TYP • %>�i L LOCATION TAPE TO BE TRENCH WIDTH P PLACED 12' ABOVE (VARIES) T TOP OF PIPE OR ANY - P PROTRUSION OPTIONAL F .. FOUR t t ' ' JOINT ' CONSTRUCTION : :.�. t._. ` `I::{ • 1 12' INTO A C UNDISTURBED 1 S SQL 4' TYP NOTE: C APPROPRIATE DRAINS TO DAYLIGHT ARE TO S CTI A BE LOCATED ON THE UPHILL SIDE OF CONCRETE BLOCKS SEE GROUND WATER BARRIER DETAIL THRUST WALL / ANCHOR BLOCK D DETAIL n n NOT TO SCALE E ERWSD DETAIL W -6 VAN, cOlOndo CONCRETE AND ROUND TOP PIPE BOLLARD 8'0, SCHBO STEEL PIPE 1/2' COMPRESSIBLE FlLlER AND SEALANT FlNI51$D GRADE, CONCRETE, OR PAVEMENT (SEE PLANS) Ground Water Rule Improvements General Civil Details O 1' 2 FILENAME 00=2-d" S 2010 SCALE AS NOTED i�oCUO2 D C B A N 2 WIRE SHALL EXIT PIPE 6' BELOW CRADE , WRAP 10 GAUGE INSULATED COPPER WIRE OVER VALVE BOXES PROVIDE SLACK ON WIRE - TEN GAUGE INSULATED COPPER WIRE TO FOLLOW WATER MAIN VALVE BOX BOTTOM VALVE I. VALVE BOX 15 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 REWIRED ON THE OPERATING NUT. THE EXTENSION MUST BE SECURED TO THE VALVE OPERATING NUT. GATE VALVE A ND BOX ASSEMBLY n NO SCALE _. _.- AIL W -OB 64' 14' OTCHED BLOCKS DIA. x 10' SC IN 3 /4' HOLE 6' POST W6x9 n SEE NOTE 15 3 ED MATERIAL YIMAat I.- ICAO STYROFOAM INSULATION BOARD THICKNESS TO BE DETERMINED BY ENGINEER PIPE SU 5 6 7 INSTALL A SINGLE STRAND (NO LOOPS) OF COPPER WIRE TO THE TOP OF VALVE BOX THE INSIDE OF UPPER VALVE BOX SECTION TA6 TAPE To BE PLACED 1NOTES- AB 4' ABOVE IN SU L ATED 1. CONDITION OF LESS THAT MIWMUM BURY DEPTH ALLOWED —,----24' PORTION OF THE PIPE THE PIPE ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR _ TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON f ALL PIPE THAT DOES NOT MEET MINIMUM BURY 415 PUMP NOZZLE INSULATED 10 GAUGE COPPER TRACER WIRE SHALL BE REQUIREMENTS. J -6' MRMUM- -SNARE OUTSIDE THE MAINLINE VALVE BOXES AND NEXT TO ALL GUARD VALVE. MEGALUG RESTRAINTS t _ O w WATER AWN JOINTS AND FITTINGS AND PROTECTED WITH 2. SEE SEWER AND WATER PEE BEDDING DETAIL FOR COAL TAR. THE CONTRACTOR SHALL TEST CONDUCTIVITY MECHANICAL BACKFILL MATERIAL AND COMPACTION SPECS. OF THE PIPE AND TRACER WIRE S NO 3. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS + 0 LOCATED ON THE TEE MARKING TAPE TO OFF THE MAIN WITHIN TOD FEET OF ANY DRAINAGE CULVERT. THIS DRAWN BY BE PLACED 24' STEAMER NUT APPLES TO THE BOTTOM OF THE PIPE IF IT CROSSES ABOVE PIPE OR 1/4 0.0, 6' MIN. OVER TOP OF THE CULVERT_ r MIN. -MM 1 DOUBLE BLOCK AND RAIL MEDIAN BARRIE GUARDRAIL TYPE 3 (DOUBLE) ,r 31/4' 133/4' T 4 OTCHED LOCK 5 /8 OIA. x 10' B IN 3 /4' HOLE W6 x 9 POST (PWE0 5S HEX NUT STEEL POST & NOTCHED BLOCK AND WA (NOMINAL DIMENSIONS ARE SHOWN FOR THE POSTS k BLOCKS) GUARDRAIL TYPE 3 W —BEAM n SCALE: N.TS. CDOT OETNL M- 606 -1 SHY 2 AND 7 OF 15 10CIO2 FOR WATER PIPES LESS THAT r DEPTH OF BURY TO TOP OF PIPE AND /OR FOR SEWER PIPE LESS THAN 4.5' DEPTH OF BURY TO TOP OF PIPE . COMPACT BAC PILL TO 98X STANDARD PROCTOR TO SURFACE TO SUPPORT VALVE BOX GUA DRNL TYRE 3 PAY LENGTH 1 Ir PAY LEMCTN FOR END MIGIORAGE (NMRARFD) 50 FT. 8 SPACES a G -3' - 50' CONVENTIONAL K3UARDRAL TYPE 3 NCH F ER00D-LET IF t® _�Q R . NOTE: VALVES SHALL NOT BE INSTALLED IN BAR DITCHES. CONCRETE PROJECT MANAGER STRUCTURAL P.E. PROPOSED LOCATIONS SHALL BE APPROVED BY THE DISTRICT THIS SHEII _ PRIOIL TO INSTALLATION. STRUCTURAL DESIGN J. MITCHELL 415 PUMP NOZZLE INSULATED 10 GAUGE COPPER TRACER WIRE SHALL BE (FACE TO TRAVELED WAY) INSTALLED IN THE WATER MAIN TR E N CH. SURFACING -6' MRMUM- -SNARE OUTSIDE THE MAINLINE VALVE BOXES AND NEXT TO ALL GUARD VALVE. MEGALUG RESTRAINTS FIRE HYDRANTS. CAD -WELDS SFNLL BE WELDED AT ALL T.o1NGLEY S.BOUM WATER AWN JOINTS AND FITTINGS AND PROTECTED WITH VAL COAL TAR. THE CONTRACTOR SHALL TEST CONDUCTIVITY MECHANICAL B. ALERHEILIGEN OF THE PIPE AND TRACER WIRE Ig DIA. HOLE NO GATE VALVE WILL BE MINIMUM 36' FROM 0 LOCATED ON THE TEE MARKING TAPE TO OFF THE MAIN FINISH GRADE TO DRAWN BY BE PLACED 24' STEAMER NUT DATE ABOVE PIPE OR PROJECT NUMBER 000000000092383 ANY PROTRUSION\ -MM 1 DOUBLE BLOCK AND RAIL MEDIAN BARRIE GUARDRAIL TYPE 3 (DOUBLE) ,r 31/4' 133/4' T 4 OTCHED LOCK 5 /8 OIA. x 10' B IN 3 /4' HOLE W6 x 9 POST (PWE0 5S HEX NUT STEEL POST & NOTCHED BLOCK AND WA (NOMINAL DIMENSIONS ARE SHOWN FOR THE POSTS k BLOCKS) GUARDRAIL TYPE 3 W —BEAM n SCALE: N.TS. CDOT OETNL M- 606 -1 SHY 2 AND 7 OF 15 10CIO2 FOR WATER PIPES LESS THAT r DEPTH OF BURY TO TOP OF PIPE AND /OR FOR SEWER PIPE LESS THAN 4.5' DEPTH OF BURY TO TOP OF PIPE . COMPACT BAC PILL TO 98X STANDARD PROCTOR TO SURFACE TO SUPPORT VALVE BOX GUA DRNL TYRE 3 PAY LENGTH 1 Ir PAY LEMCTN FOR END MIGIORAGE (NMRARFD) 50 FT. 8 SPACES a G -3' - 50' CONVENTIONAL K3UARDRAL TYPE 3 NCH F ER00D-LET IF t® _�Q R . 4 SEE DETAL CONCRETE PROJECT MANAGER STRUCTURAL P.E. SARAH c. CLARK J. BLACK THIS SHEII _ STRUCTURAL DESIGN J. MITCHELL ". 3' ALCHITEGNRAL R. ANDREW -6' MRMUM- -SNARE GUARD VALVE. MEGALUG RESTRAINTS PROCESS T.o1NGLEY S.BOUM " VAL , MECHANICAL B. ALERHEILIGEN AND CATE Ig DIA. HOLE NO ELECTRICiY. K. BUECHLER 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 4 THERMOWEL.D OR USE A NO. 6 COPPER CONNECTOR TYPE DOSSERT NO. DPC2, HOMAC NO. C6 OR EQUAL- (SEE THERMOWEID OR USE A NO. 6� DETAIL 'A' THIS SHEET) COPPER CONNECTOR TYPE BURNOY NO YC6 OR EQUAL FLAG ON HYDRANT To LOCATE IN WINTER WHEN HYDRANT IS COVERED IN SNOW BRING 10 GAUGE INSULATED COPPER WIRE TO SURFACE AT ALL FIRE HYDRANTS AND CONNECT TO MAIN UNE TRACER LINE \ DO NOT BLOCK FIRE CONCRETE HYDRANT DRAIN BLOCK WITH BASE OR BASE BLOCK HYDRANT DRAIN PIT, 27 CUBIC FT. OF 1 -1/2' OR 3 /4'WAS{ED ROCK END PIECE TYPICAL VALVE BOX FUSE 10 GAUGE L-COPPER WIRE MUST BE `TYPICAL VALVE COPPER TIE WIRE TAPED TO TOP OF PIPE EVERY 3 TO 4 FOOT O p MIRE TO BE TAPED ON EACH SIDE OF EVERY JOINT DETAIL 'A' THERMOWELD OR USE A NO. 5 COPPER CONNECTOR TYPE 9URNOY NO. YCS OR EQUAL FOR sr�•,, TEE CONNECTION (SEE DETAIL '8' THIS SHEET OUTSIDE POLYWRAP) DETAIL "' TRACER WIRE DETAIL r31 NTS ENO PIECE Val, Colorado __.., TRAFFIC ACCORDING TO S -612 -1 Ground Water Rule Improvements GENERAL NOTES: 1. THE END ANCHORAGE (NONFLARED) SHALL BE THE ET2000 -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 CROVE, UTAH (TEL: BW- 424 - 9825), OR AN APPROVED EQUAL ONE. END ANCHORAGE (NONFLARED) SHALL INCLUDE ALL POST, RAIL, AND HARDWARE ITEMS REWIRED 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 LISTS TO THE ENGINEER PRIOR TO THE INSTALLATION OF THE DEVICE, 2. POSTS SHALL BE DRILLED FOR BREAKAWAY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 3. DO NOT USE REFLECTOR TABS ON THE LAST 7 POSTS OF THE END ANCHORAGE (NONFLARED). 4. USE MANUFACTURE'S RECOMMENDED STEEL FOUNDATION TUBE FOR POSTS NO.1, NO.2, NO3, AND No.4 FOR ET2000 -LET AND SKT ETD ANCHORAGES (NONFLARED) S. TYPE 3 DELINEATOR SHALL BE PLACED ADJACENT TO THE END ANCHORAGE AND BE PAO FOR SEPARATELY. SEE SHEET S- 612 -1. General Civil Details 0 1' 2' 1 FILENAME I OOCDO3.&9 SHEET 2010 SaILE As INDEED O00003 —1 F 8 D C B A DEEP TYPE VALVE BOX LID _..@ @ 0 SEE DETAL CONCRETE THRUST GATE VALVES FOR FIRE HYDRANTS THIS SHEII _ MEGALUGS TO THE WATER MAW. FIRE ". 3' RESTRAINED WITH MEGALUGS TO THE -6' MRMUM- -SNARE GUARD VALVE. MEGALUG RESTRAINTS ARE USED N CONJUNCTION WITH " VAL , FIRE HYDRANT ASSEMBLY n AND CATE Ig DIA. HOLE NO VALVE 11 WATER MAIN ACER WIRE MEGALUG , D EC I DING THERMOWEL.D OR USE A NO. 6 COPPER CONNECTOR TYPE DOSSERT NO. DPC2, HOMAC NO. C6 OR EQUAL- (SEE THERMOWEID OR USE A NO. 6� DETAIL 'A' THIS SHEET) COPPER CONNECTOR TYPE BURNOY NO YC6 OR EQUAL FLAG ON HYDRANT To LOCATE IN WINTER WHEN HYDRANT IS COVERED IN SNOW BRING 10 GAUGE INSULATED COPPER WIRE TO SURFACE AT ALL FIRE HYDRANTS AND CONNECT TO MAIN UNE TRACER LINE \ DO NOT BLOCK FIRE CONCRETE HYDRANT DRAIN BLOCK WITH BASE OR BASE BLOCK HYDRANT DRAIN PIT, 27 CUBIC FT. OF 1 -1/2' OR 3 /4'WAS{ED ROCK END PIECE TYPICAL VALVE BOX FUSE 10 GAUGE L-COPPER WIRE MUST BE `TYPICAL VALVE COPPER TIE WIRE TAPED TO TOP OF PIPE EVERY 3 TO 4 FOOT O p MIRE TO BE TAPED ON EACH SIDE OF EVERY JOINT DETAIL 'A' THERMOWELD OR USE A NO. 5 COPPER CONNECTOR TYPE 9URNOY NO. YCS OR EQUAL FOR sr�•,, TEE CONNECTION (SEE DETAIL '8' THIS SHEET OUTSIDE POLYWRAP) DETAIL "' TRACER WIRE DETAIL r31 NTS ENO PIECE Val, Colorado __.., TRAFFIC ACCORDING TO S -612 -1 Ground Water Rule Improvements GENERAL NOTES: 1. THE END ANCHORAGE (NONFLARED) SHALL BE THE ET2000 -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 CROVE, UTAH (TEL: BW- 424 - 9825), OR AN APPROVED EQUAL ONE. END ANCHORAGE (NONFLARED) SHALL INCLUDE ALL POST, RAIL, AND HARDWARE ITEMS REWIRED 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 LISTS TO THE ENGINEER PRIOR TO THE INSTALLATION OF THE DEVICE, 2. POSTS SHALL BE DRILLED FOR BREAKAWAY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 3. DO NOT USE REFLECTOR TABS ON THE LAST 7 POSTS OF THE END ANCHORAGE (NONFLARED). 4. USE MANUFACTURE'S RECOMMENDED STEEL FOUNDATION TUBE FOR POSTS NO.1, NO.2, NO3, AND No.4 FOR ET2000 -LET AND SKT ETD ANCHORAGES (NONFLARED) S. TYPE 3 DELINEATOR SHALL BE PLACED ADJACENT TO THE END ANCHORAGE AND BE PAO FOR SEPARATELY. SEE SHEET S- 612 -1. General Civil Details 0 1' 2' 1 FILENAME I OOCDO3.&9 SHEET 2010 SaILE As INDEED O00003 —1 F 8 D C B A DEEP TYPE VALVE BOX LID _..@ @ 0 BOND BREAKER CONCRETE THRUST GATE VALVES FOR FIRE HYDRANTS BLOCK SHALL BE RESTRAINED WITH MEGALUGS TO THE WATER MAW. FIRE HYDRANT LATERALS SHALL BE 3' RESTRAINED WITH MEGALUGS TO THE -6' MRMUM- -SNARE GUARD VALVE. MEGALUG RESTRAINTS ARE USED N CONJUNCTION WITH THRUST BLOCKS. SEE NOTE' FIRE HYDRANT ASSEMBLY n Ig DIA. HOLE NO THERMOWEL.D OR USE A NO. 6 COPPER CONNECTOR TYPE DOSSERT NO. DPC2, HOMAC NO. C6 OR EQUAL- (SEE THERMOWEID OR USE A NO. 6� DETAIL 'A' THIS SHEET) COPPER CONNECTOR TYPE BURNOY NO YC6 OR EQUAL FLAG ON HYDRANT To LOCATE IN WINTER WHEN HYDRANT IS COVERED IN SNOW BRING 10 GAUGE INSULATED COPPER WIRE TO SURFACE AT ALL FIRE HYDRANTS AND CONNECT TO MAIN UNE TRACER LINE \ DO NOT BLOCK FIRE CONCRETE HYDRANT DRAIN BLOCK WITH BASE OR BASE BLOCK HYDRANT DRAIN PIT, 27 CUBIC FT. OF 1 -1/2' OR 3 /4'WAS{ED ROCK END PIECE TYPICAL VALVE BOX FUSE 10 GAUGE L-COPPER WIRE MUST BE `TYPICAL VALVE COPPER TIE WIRE TAPED TO TOP OF PIPE EVERY 3 TO 4 FOOT O p MIRE TO BE TAPED ON EACH SIDE OF EVERY JOINT DETAIL 'A' THERMOWELD OR USE A NO. 5 COPPER CONNECTOR TYPE 9URNOY NO. YCS OR EQUAL FOR sr�•,, TEE CONNECTION (SEE DETAIL '8' THIS SHEET OUTSIDE POLYWRAP) DETAIL "' TRACER WIRE DETAIL r31 NTS ENO PIECE Val, Colorado __.., TRAFFIC ACCORDING TO S -612 -1 Ground Water Rule Improvements GENERAL NOTES: 1. THE END ANCHORAGE (NONFLARED) SHALL BE THE ET2000 -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 CROVE, UTAH (TEL: BW- 424 - 9825), OR AN APPROVED EQUAL ONE. END ANCHORAGE (NONFLARED) SHALL INCLUDE ALL POST, RAIL, AND HARDWARE ITEMS REWIRED 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 LISTS TO THE ENGINEER PRIOR TO THE INSTALLATION OF THE DEVICE, 2. POSTS SHALL BE DRILLED FOR BREAKAWAY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 3. DO NOT USE REFLECTOR TABS ON THE LAST 7 POSTS OF THE END ANCHORAGE (NONFLARED). 4. USE MANUFACTURE'S RECOMMENDED STEEL FOUNDATION TUBE FOR POSTS NO.1, NO.2, NO3, AND No.4 FOR ET2000 -LET AND SKT ETD ANCHORAGES (NONFLARED) S. TYPE 3 DELINEATOR SHALL BE PLACED ADJACENT TO THE END ANCHORAGE AND BE PAO FOR SEPARATELY. SEE SHEET S- 612 -1. General Civil Details 0 1' 2' 1 FILENAME I OOCDO3.&9 SHEET 2010 SaILE As INDEED O00003 —1 F 8 D C B A DEEP TYPE VALVE BOX LID _..@ @ 0 2 3 4 GENIERAL STRUCTIJRAL NOTES LM 91. SCREE THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL OETAILS 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. F THERE ARE QUESTION% THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENG09M AND ANSWERED N WRITING PRIOR TO CONSTRUCTION. G2. APPLICABLE SPECIFICATIONS AND CODES A. INTERNATIONAL BULKING CODE. IBC 2008 WITH APPLICABLE EDITIONS OF THE CODE REFERENCED STANDARDS. B. ACI 570-05 C. LOCAL JURISDICTION AMENDMENTS GS. CESKLSL CRITERIA 1. APPLE TO ALL STRICTURES (UNO) A. DEAD LOAD: 1. ACTUAL TRIBUTARY STRUCTURE WEIGHT B. LIVE L.DAD: 1. SLAB ON GRADE 250 PSF 2. ROOF: 20 PSF (NOT REDUCIBLE) C. WIND 1. BASIC WIND SPEED: 90 MPH 2. EXPOSURE C 3. IMPORTANCE FACTOR: 1.15 4. ALL STRUCTURES ARE ENCLOSED EXCEPT AS FOLLOWS: NO EXCEPTIONS D. SEISMIC: 1. ABOVE GRADE, NON WATER BEARING SIW1CTURES: a OCCUPANCY CATEGORY, LSE GROIA • NI b. IMPORTANCE FACTOR: 1.15 a SPECTRAL RESPONSE AOCEL.EMIM 55 0.283 d. SPECTRAL RESPONSE ACCELERATOR, 51 - 0.088 a SITE CLASS: 0 C SEISMIC DESIGN CATEGORY: . 8 g SPECTRA. RESPONSE COEFFICIENT, SDS 0.304 N. SPECTRAL RESPONSE COEFFICIENT, SDI 0.109 1. BASIC SEISMIC FORCE RESISTING SYSTEM: INTERMEDIATE RENT. MASONRY SHEAR WALT. } ANALYSIS PROCEDURE: EOUNALENT LATERAL FORCE It. SEISMIC RESPONSE COUTNCE NT, 0.13 m. RESPONSE MODIFICATION FACTOR 3.00 E. SNOW LOAD. 1. GROUND SNOW LOAD - 94.5 PSF 2. FLAT ROOF SNOW LOAD . 80 PSF 3. EXPOSURE FACTOR 1.0 4. IMPORTANCE FACTOR 1.1 S. THERMAL FACTOR - 1.1 G4. THE FOLLOWING NON-CONTRACTUAL OEOTECHUCAL REPORT WAS DEVELOPED FOR THIS PROJECT AND IS THE BASIS OF THIS STRUCTURAL DESIGN: GEOTECH MCWL FIRM NAME HEPWORT+- PAWLAK GEOTECHNrA- INC. ADDRESS: 10302 SOUTH PROGRESS WAY PARKER, COLORADO 00134 REPORT NUMBER: R1 WELL NOISE ADOIT OM 2083= BERRY CREEK WELL: 20030.78 REPORT DATE: JANUARY 29. 2008 ALLOWABLE [NET] SOIL SEARING: 3000 PSF G5. SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPON5ISIIJT' OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY AS A COMPLETED STRUCTURE GIL. OPENINGS OPENINGS FOR PIPES, DUCTS, CONDUITS. ETC, ARE NOT ALL SFEOWN 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. C7. SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 'I AND CHAPTER 17 OF THE NBC. 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 SWILL PROVIDE FOR THESE INSPECTIONS IN HIS CONSTRUCTION SCHEDULE N ACCORDANCE WITH THE SPECIFICATIONS. A SPECIAL INSPECTION PLAN WILL BE SUBMITTED UNDER SEPARATE COVER WITH THE PERMIT APPLICATION. GENERAL STRUCIIURAL NOTES (920(92alUM G8. jLS THE STANDARD DETAILS DEPICT NYPK%AL DETAILING TO BE USED ON INS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY DOWN ON TIE DRAWINGS THEY SWILL BE MADE SMUW TO THE STANDARD DETAILS. OBTAIN APPROVAL OF ENGINEER N WRITING FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION. G9. THE CONTRACTOR SHNALL FELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR APPROVAL C10. CONTRACTOR TO SUBMT FOR Re" ALL EOUPAENT SRES OPERATING WIEIGIOS, VIBRATION FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPO41M , NOTCHES, AND RECESSES REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS NO/OR FRAMING REQUIRED TO SUPPORT SAID EMPM04 SHALL NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE SUPPORT PADS AND /OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT . F.I W. Fe 4500 PSI Fy • 80.000 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 ORAWNCS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS; AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS AS REQUIRED TO ACCOMMODATE ALL WORE SHOWN OR SPED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FLN0404NO OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. CS. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED TEAS AS INDICATED. C. ANCHOR BOLTS NOT SPECIFIED BY EN OWSE t SHALL BE DESIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. RETAINED BY THE CONTRACTOR. N ACCORDANCE WITH APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBWf AS A SHOP ORWING FOR REVIEW AND APPROVAL BY THE ENGINEER. COORDINATE LOCATION. SIZE AND EMBEDMENT PRIOR TO CASINO CONCRETE. C7. ABSOLUTELY NO WELDING OF REINFORCING. BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL E NGINEER. C8. ALL CAST N PLACE AND POST - METALLED ANCHORS INDICATED N THE STRUCTURAL. DOCUMENTS SHALL COMPLY WITH APPENDIX 0 OF ACI 315 AND CHAPTER 19 OF THE IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE IC: REPORT SHOWING EOUVALENT LOAD CAPACITY. SUBMIT AND NSIALL PER THE ICC EVALUATION REPORT. ALL POST- INSTALLED ANCHORS SHALL BE APPROVED TO RESIST SEISMIC FORCES N CRACKED CONCRETE. MASONRY Mt. DESIGN STRENGTHS F'm• 15013 PSI Fy • 80,000 PSI M2. GROUT FOR FILLING MASONRY COMES TO BE COARSE OR" UNO. MAXIMUM COARSE AGGREGATE SIZE IS 3/e INCH. M3. GROUT POURS SHALL NOT EXCEED 4 FEET N HEIGHT UNLESS CLEANOUTS ARE PROVIDED N THE BOTTOM COURSE OF THE CELL(S) TO BE GROUTED AND WRITTEN PERMISSION IS OBTAINED FOR HIGH LIFT GROUTING. M4. RESTRICTED BAR ANCHORAGE: IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQURED THE BARS SMALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOK. SHOW ON SHOP DRAWINGS AND HIGHLIGHT WITH A BOX TO BRING TO ENGINEER'S ATTENTION. M3. ANCHOR BOLTS: ALL EXPANSION AND ADHESNE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUUMTT AND INSTALL PER THE ICC EVALUATION REPORT. MI. 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 THIN 4 FEET IN EACH DRECTQN. M7. LINTEL BLOCKS SHALL NOT IRE USED AS BOND BEAM BLOCKS EXCEPT AT OPENINGS WHERE BOND BEAMS AND LINTELS COINCIDE. 5 6 ZZ KAY• SDI. THE DESIGN. FABRICATION, AND ERECTION OF METAL DECKING SHALL BE N ACCORDANCE WTM THE CURRENT EDITION OF THE 501 SPECIFICATIONS AND THE SDI DMPHRACM MANUAL SD2.STEEL ROOF DECK IS 1 -1/2 NCH 20 GAUGE AS SHORN ON THE PLANS DESIGNED FOR THHE DEAD AND LIVE LOADS INDICATED. MINIMUM SECTION PROPERTIES: DESIGN THICONESS• 0.0358' 1 • 0.212 W /Ft Sp • 0.234 h3/Pt Sn - 0.221 YN3/Ft fy • 33 KSI 5133. STEEL ROOF DECK IS TO BE A STRUCTURAL DIAPHRAGM AND SHALL BE CONNECTED TO THE STRUCTURE AS INDICATED BELOW. • SUPPORT FASTENERS W //i 2 TEX SCREWS. 38/7 PATTERN. SIDE LAP FASTENERS W /11112 TEAL SCREWS. 5 SIDE LAP FASTENERS PER SPAN. SD4. THE PLANS INDICATE DECK SPAN DNECTON. S05. SUSPENDED CEILINGS, LIGHT FLKTURFS, DUCTS, AND OTHER UTILITIES SWILL NOT BE SUPPORTED FROM THE STEEL DECK. eYWN n FORMED e*en mN'eerc iFRAMM SJi. STEEL TRUSSES ARE TO BE SIZED AND DESIGNED BY THE CONTRACTOR FOR THE LOADINGS INDICATED. SJ2. STEEL TRUSSES AND BROOM SWILL BE DESIGNED BY THE MANUFACTURER TO RESIST UPLIFT LOAD INDICATED ON THE DRAWINGS. SI3. CONCENTRATED LOADS SHALL BE LOCATED WITHIN 4 INCHES OF A PANEL POINT OR SPECIAL REINFORCEMENT MUST ENE ADDED PER TRUSS MANUFACTURER. SJ4. TRUSSES BRIDGING SWILL SE DESIGNED BY THE STEEL TRUSSES MANUFACTURER. SUS. ADJUST TRUSSES BRIDGING DESIGN AND DETAILING WHERE MECHANICAL DUCTS OR DIM OBSTRUCTIONS RUN BETWEEN THE TRUSSES. Ground Water Rule Improvements D C B A im ROJECT MANACER SARA C. C STRUCTURAL P.E. J. BLACK RLICURAL DESIGN J. MITCHELL ARCHfIECNRAL R ANDREW IL BUECHLER .S - LO aw VIN, Colorado 7 r r STRUCTURAL GENERAL NOTES 0 1' 2' FlLFNNIE 00510t.d" 2010 1 1 SCALE I AS NOTED OOS1O1 1 1 2 1 3 1 4 1 5 1 6 I s -E o L/2 + Wiz TAP LDNOIN TYP I C inru� MM ABOUT (2) 05 X 4' EACH FACE � - ', TYP 4 LOC' ^"•° ADOMOW4L SEE NOTE RECTANGULAR OPENNG DETAIL NOTES 1. PROVIDE ADDITIONAL REINFORCING THE SALE SIZE AS DISCONINAN7US REINFORCEMENT AT OPENING. QUANTITY OF REIWOROING IN EACH DIRECTION SHALL BE EQUAL TO OR ONE GREATER 11,M THE NUMBER OF DISCONTINUOUS BAR. PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING, PLACE ADDITIONAL RENFORCEAENT AT 3 OC CTYPIGL BOTH ORECTONS AND ALL LAYERS OF RENFORCMM. START Fl BM 2' CLEAR TO OPENING. 2. EXTEND ADDITION& REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE. ADDITIONAL BARS MAY TERMINATE AT THE ENO OF THE WALL WITH A STANDARD HOOK WHERE THE L04M OF THE WALL WILL NOT PERMIT BARS TO EXTEND AS SHOWN ABOVE. I TYPICAL WALL OR SLAB REINFORCING NOT SHOWN FOR CLARITY. TERMINATE rTPM REINFORCING 2' CLEAR TO OPE6NG. 4. OPENINGS tY OR LESS IN SLABS AND OPENINGS 16' OR LESS IN WALLS, NO EXTRA REEIARS ARE REQUIRED UNLESS SHOWN On4ERWISE. TYPICAL REINFORCING SHALL BE FACED (NOT CUT) TO ALLOW FOR OPENINGS TO BE MADE S. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN AND INDICATED ABOVE 6. PROVIDE ADDITIONAL DOWELS PER NOTE I ABOVE FOR ALL OPENNGS NEAR THE FLOOR SLAB, BASE SLAB, OR CORNERS. EXTRA REINFORCING AROUN OPENINGS n NOT TO SCALE 04012 OC,EW 6 MID DEPTH OF SLAB FN FLOOR APPLY BONDING AGENT PER MFR REQUIREMENTS W 3j 3 D-6 NGIE: I. REF PROCESS AND ELECTRICAL ORAWINGS FOR DIMENSIONS k LOCATIONS OF PADS FINAL PAD DIMENSIONS ARE TO ADJUST AS N®® TO FR ACTUAL EQJPMENT SELECTED. TYPICAL HOUSEKEEPING PAD r51 NOT TO SCALE im EQUIPMENT BASE SEE NOTE 3 -r /sou ANCHOR BOL7 SEE NDTE 4 LOCI( NUT S' MIN ALL AROUND 1:1 SLOPE TYP AS INDICATED ON DWGS i' MIN OR AS REQUIRED NT NON-SHRINK EQUIPMENT FURNISHED GROUT 5' MINIMUM PIPE SL EEVE LEVELING NUT TYPICAL SEE NOTE 5 • Y CLEAR CLOSED i16 O 6 r'. r '"' 1��2• r SEE NOtE, SLAB RQIGEN REINFORCEMENT NOT SHOWN CONCRETE SEE NOTE 2 NGffS 1. FOR NEW EQUIPMENT BASES ON EXISTING SLABS, DRILL INTO EXISTING SLAB TO DEVELOPMENT DEPTH AT 12' CENTERS AROUND PERIMETER OF EQUIPMENT BASE AND SET #5 HOOKED DOIMFLS IN a-my GROUT. 2. FOR EQUIPMENT BASES ON NEW SLABS, PROVIDE 15 DOWELS HAVING TWO HOOKED ENDS AT t2 comm MOUND PERIMETER OF EQUIPMENT BASE. 3. EQUIPMENT EASE DIMENSIONS SWILL BE AS REQUIRED E' THE APPROVED SHOP DRAWINGS. 4. ANCHOR BOLTS AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. BOLTS SNAIL BE HELD IN POSITION W TH A TEMPLATE WHILE EQUIPMENT BASE IS BERG CAST. 5. PIPE SLEEVES SHALL EE USED TO PROVIDE THE ANCHOR DOLT 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 HIVE A MINIMUM INTERNAL DIAMETER i' GREATER THAN BOLT DIAMETER AND A MAXMLM W70 AL DIAMETER OF 3' GREATER THAN BOLT DIAMETER. 6. EQUIPMENT BASES SMALL BE INSTALLED LEVEL TOLERANCE IS 1/16 EQUIPMENT SUPPORT PAD n Nt5 BUECHLER LAP SPLICE AD EMBEDMENT LENGTHS re - 43 bi y - 60 IaH BAR SAM SPACED GREATER THAN P BATS SPACED LESS THAN OR EQUAL TO 4' D re- 4.5 KSI Ldh # /4 19 32 15 29 46' #4 �. 2 . 4 1/2' 3 67' /6 e9 107 }9 76 116' 110 97 140' #11 120 146 NOTES: 1. PROVIDE MINIMUM LAP SPLICE LENGTHS AND EMBEDMENTS PER TABLE UNLESS NOTED OTHERWISE EMBEDMENT LENGTH EQUALS THE LAP SPLICE LENGTH UNLESS OTHERWISE NOTED. 2. BAR SPMSNG AT LAP SPLICE 5 THE MINIMUM CLEAR DISTANCE BETWEEN LAPPED BARS PLUS ONE DAR DIAMETER. 3. ALL SPLICES TO BE CONTACT SPLICES AND WIRED TOGETHER UNLESS OTHERWISE APPROVED BY ENGINEER. REINFORCING LAP AND EMBEDMENT SCHEDULE n NOT TO SCALE 7 BAR SIZE GRADE 00 HL HW TL D re- 4.5 KSI Ldh # 03 LT• 3' 3 2 114' 6' #4 B' 4 4 1/2' 3 7' 15 10 5 5 3 3/4 0 /6 1'-0' 6' 6' 4 1/2 10' /7 1' - 2' 7' 7 5 1/4 12' /6 i'-4' 6 6' e' I t9 1' - 11 3/4' 10 1/2' 9 1/2 15' 010 -10' ' -1 1/4' 11 1/2'10 314' 17' /I1 2'-0' ' -2 3/4 t' -1' 12' 19' 4� COMPLYING WITH MINIMUM COYER REQUIREMENTS OF ACI 318, 123.3, OTHERWW Ldh MUST BE RE- CALCLAJITEA REINFORCING HOOK SCHEDULE n NOT TO SCALE VON, cow"wo Ground Water Rule Improvements STRUCTURAL TYPICAL DETAILS 0 ,• 2• FIMAME OOS101.d" SHEEMT M 2010 1 1 SCALE I AS NOTED 005102 D C B IA 90 DEG STD HOOK 180 DEG STD HOOK I CIRCULAR OPENING DETAIL PERRErER ffm PER METER BEAM SECTION A SECTION B PERIMETER BEAM REINFORCEMENT AT CORNERS do INTERSECTIONS �1 NTS , 2 I I _ I I i0C FDN II 1 L i V MN i T < e (REF MECH) r Y -BLIP BM wom SCHED Y SCHED w PPE SLEEVE W (0 MINA mr wan HMIZONrAL VEFMCA . ON z PENETRATION AT A GRADE BEAM RD n Y I GUARDRAIL "CT TOEBOARD N BASE PLATE 7[T:Rl CONCRETE TRIA 'n ` SEE STRUCTURAL Z FOR MIR AS NOTED ON DWNGS ALUMINUM GUARDRAIL �1 IM CORNER BARS /6x12 OC BEAM ROW 3 MATCH LONGITUDINAL REW LAP E LONGITUDINAL, g ,r 11 1/2 r r PIPE SLEEVE D,A NOTE 1. IF A' DIMENSION 6 LESS THAN D' PEDALED REINFORCING DROP # AS DEM THICKEN SLAB AT PENETRATI NTS BEAM TOP REINF KM STIRRUPS BEAM WT RENF BEAM ROT REINF LONGITUDINAL BEAM /FOOTING STEP DETAIL ie SCALE: 3/5 -1' -0' 1=1 v e N 4 Iy PLATE r-Lam TO QMRDRAIL SEE STD DETAILS GUARDRAIL r I ELEVAT10N BASE CONCRETE STAIRS TD SEE S DETAILS SEE STRUCTURAL ALUMINUM STAIR RAIL n PROIECT MAMA M S~ C. CLARK STRUCTURAL P.E. J. TRACK HOR STfi ARCHTECTURAL J. MRC R. ANDI,Ew PROCESS LOUIGLEY �tir.r�r MECHAMCJIL LL AUJIME1LIM Se 6 PROVIDE 2 ADOfIgNM- 5TIRRUPS 2' FROM SLEEVE - MATCH SCIED STIRRUP SIZE TOC FDN EL SEE 5 ALUMINUM WALL MOUNTED HANDRAIL n tILTi1 W 7 8 FIG STEP SEE PLAN) LAP ( FTG1 �T0 MATCH STO D HGGN J2 END HOOK 1W EXIST uNDlsttrtm� MAX (TT(I). Tf(2)) SIAKTRADE TYPICAL STEP FOOTING DETAIL r41 c POST n \TO BASE CDN Er OF CONCRETE E PLATE , 1/4 TYPICAL I 1/4 TYPICAL 1O 1w 11+ HOLE FOR FASTENERS HOLE FOR BASE PLATE FOR MOUNTING FASTENERS TO STEEL STRUCTURE BASE PLATE FOR 11O11r-* 61OUNTiNG TO CONCRETE 1. TOEBOARO NOT SHORN. ALUMINUM GUARDRAIL POST DETAIL r61 Ground Water STRSTRUCTURAL ucTUw A Rule TYPICAL DETAILS r j/ Improvements 0 1" 2" MEIMME ODS103.A" SHEEP Vail. Colorado 2010 I SMILE AS NOTED OOS1 Q1 B A TIRROPS STNRUP SIZE G a 2 6 7 A LINTEL REINFORCEMENT SCHEDULE MARK "W 'R- I v 'N' sumps REMARKS MI. -1 1' -4' THRU 3' -4' 1) / 25 a - 2 -/5. SINGLE CENTERED ML - 2 1' THRU 3' - 4' 2) / 25 16 - SAME SIZE AS ML - 3 3' - 5 - THRU 5' -5 2) / 25 24' SCHEDULE SEE PLAN TYPICIL WALL RENF BMLR- WHE SCHEDULED BARS 111 QQQ �DDDQ���/%%�J""" W►� �EDULED hK 1. OPENINGS W OR LESS WIDE MAY OCCUR WITHOUT LINTEL REINFORCING AS LONG AS NO REINFORCING 6 INTERRUPTED. 2. ML -1 TO BE USED ONLY AT NON -LOAD BE~ SITUATIONS. 3. SEE ORAWINGS FOR UNTEL TYPES, WHERE LINTEL TYPES ARE NOT SHOWN PROVIDE LINTELS FROM THE ABOVE SCHEDULE BISED ON THICKNESS OF WALL AND MAX CLEAR OPENING WIDTH AND VERIFY LINTEL TYPE W /ENGINEER PRIOR TO COIISTRUCDON. 3 TERMINATE BOND BEAM t JOINT RENNF EACH SIDE OF MCJ EXCEPT As NOTED CONTINUE BOND BEAM ROW 7HRU YCJ Ai TOP OF YMAL k MERMEOYOE FRAM9NG /FLOORS 80ND BEAM SEE SCHEDULE FOR 7YP 1 BAR SIZE OlNA1TITY AND SPACING CMU REINFORCING , NOT TO SCALE LAP SIRUCIURE/MIALL LOCKRON BERRY CREEK STD 90 DEG TYPE LFJAGIH CORNER B WAIL. THK REMARKS HOOK TYP ROOF BOND VERT SEE DETAIL J/003104 19' CDRNERS /NTERSECi10kS 2 -/5. SINGLE CENTERED BEAM REINFORCING SHOWN CORNER BAR INTERSECTION 1- /5018' K SINGE CENTERED EACH SIDE 4 3 SEE SCHEDULE SAME SIZE AS VERTS SEE /a 57' HORZ JOINT RETa' BOND BEAM BARS SCHEDULE BELOW OPENINGS 2 - IATE MEDIATE HORI2 PROVIDE HAIRPINS SUM TO MATCH CORNER YFJ�S O ALL MCXS WALL RENF LAP � �) FIED ON INDICATED PINT CORNER INTERSECTION JAMB OR END OF WALL NOTE& 1. FOR REINFORCING SEE - CMU REINFORCING SCHEDULE'. 2. INDICATES LOCATION OF VERT BARS O CENTERLINE OF WAIT. LINO IN SCHEDULE 3. EXTEND MCJ FULL HEIGHT OF MASONRY BOND BEAM. 4. LIMIT DISTANCE BETWEEN MCJ TO MAX 24' -0'. SEE DRAWINGS FOR LOCATIONS. 5. HORIZONTAL JOIKT REINFORCING NOT SHOWN. S. 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. VERTS WHEN J SCHEDULED TYP 4 70P OF WALL BOND BEAM SEE DRAWIMUS FOR BAR SIZE AND OUA11M -SEE ORAWNGS FOR TV VERT IMF BARS SIZE AND SPACING r- 7E7YINTE BOND BEAM SEE SCHEDULE AND NOTE 2 rSOL�D TYP . PROVIDE HARPNS SIZED TO MATCH WALL RE NF LAP TO HOW WHERE INDICATED ON PLAN RAKE OUT MORTAR APPLY SEALANT TYP EA FACE UND MCJ FULL HEIGHT HORD REBAR CONTINUOUS THRU MCJ AT ROOF LEVEL BOND DEW (SHOWN) k DISCONTINUOUS AT MCJ ALL ODAE 13 S S AS � LNTELS k INTERMEDIATE BOO BEAMS (NOT SHDIIN) MASONRY CONTROL JOINT (MCJ) 5 NDgSG I. PROVIDE REINFORCING NOTED FOR ALL MASONRY WALLS UNLESS OTHERWISE NOTED ON PUN. Z. MAINTAIN MINIMUM 3' X 3' CONTINUOUS VERTICAL CELL AT EACH REBAR. PLACE WADS TO MAXIMUM 4'-0 HEIGHT KFORE GROUT9D, 3. PLACE REIAR N WALL WITH LAP SPLICE LENGTH PER OTHER DETAIL. 4. GROUT ONLY THE C ELLS WITH REINFORCNO N SCHEDULE LOCATE ONE VERTICAL RUN OF REINFORCEMENT AT ALL CORNERS AND EACH SIDE OF ALL MG'S. 5. PROVIDE WIRE REBAR POSITIONERS TO HOLD BARS IN PLACE B. STOP GROUT POUR 1/2 BELOW TOP OF COURSE AT EACH GROUT UFT. SINGLE CENTERED CMU REINFORCING SCHEDULE n 3/4 -1'-0 MASONRY LAP SPLICE LENGTHS : fm -1500 pok fym00000 psi SIRUCIURE/MIALL LOCKRON BERRY CREEK 12' BLOCK TYPE REINFORCING LOCA71OIN B WAIL. THK REMARKS VENTS VERTICAL BARS JAMBS 5019 Op, SINGE CENTEED 2- SOB' OC. SINGLE CENTERED 2 EACH SIDE SEE DETAIL J/003104 19' CDRNERS /NTERSECi10kS 2 -/5. SINGLE CENTERED SEE DETAIL 3 /00SIG4 25' MCJ 1- /5018' K SINGE CENTERED EACH SIDE SEE DETAIL 3/005104 HOW TOP OF WALL BOND BEAMS 2- j5 /a 57' HORZ JOINT RETa' 9 GAGE WIRE. JOINT RENF AT 16' VERT SPACING BETWEEN BOND BEAMS - BELOW OPENINGS 2 - LINTELS T1 / OOS1 04 INTERME DIATE BCNO REJIGS OWN t' NDgSG I. PROVIDE REINFORCING NOTED FOR ALL MASONRY WALLS UNLESS OTHERWISE NOTED ON PUN. Z. MAINTAIN MINIMUM 3' X 3' CONTINUOUS VERTICAL CELL AT EACH REBAR. PLACE WADS TO MAXIMUM 4'-0 HEIGHT KFORE GROUT9D, 3. PLACE REIAR N WALL WITH LAP SPLICE LENGTH PER OTHER DETAIL. 4. GROUT ONLY THE C ELLS WITH REINFORCNO N SCHEDULE LOCATE ONE VERTICAL RUN OF REINFORCEMENT AT ALL CORNERS AND EACH SIDE OF ALL MG'S. 5. PROVIDE WIRE REBAR POSITIONERS TO HOLD BARS IN PLACE B. STOP GROUT POUR 1/2 BELOW TOP OF COURSE AT EACH GROUT UFT. SINGLE CENTERED CMU REINFORCING SCHEDULE n 3/4 -1'-0 MASONRY LAP SPLICE LENGTHS : fm -1500 pok fym00000 psi BAR SIZE B' BLOCK 12' BLOCK BAR O CL BAR O EDGE BAR S CL BAR O EDGE 03 19' 19' 19' 19' 14 25' 31' 25' 28' /5 31' 48' 31' 43' /a 57' - 52' - WHEN REGO SPLICE LENGTH EXCEEDS 4' -0' USE HIGH LIFT GROUTING WITH NO SPLICES OR USE MECHANICAL TENSION SPLICES WITH LOW LIFT GROUTING. CMU REINFORCING LAP SCHEDULE �1 NO SCALE ION o °lS- to PROIEIT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK SIRUCRIRAL OMM4 J. MITCHELL 1� vat. Co Ground Water Rule Improvements MIDI MG SEE STRUCTURAL. TYPICAL DETAILS 0 1' Y FILENAME 006104.dn SCALE AB NOTED OOS104 ID C B 1 F :•f:i ••r. MCd t' . �) SEE TYPICAL DETAL FOR VERT REN MB F AT JA OF /4 CONT AT TOP OPENINGS TYP FOOTING OR IN A 80149 DOWELS IN FOUNDATION W /STD HOOKS BEAM AT fT 00R LEVEL O ALL VERTICAL BARS SEE NOTE 4 WALL ELEVATION NOTEe 1. ONLY LMTEL GROUT IS SHOWN. GROUT SOLID ALL REINFORCED CEUS. SEE CMU WALL RENF SCHEDULE. 2. WHERE OTHER DRAWING DETAILS INDICATE SOLID MASONRY SILL, PLACE BOND BEAM REINF IN FIRST COURSE BELOW SOLID CMU. 3. PROVIDE BOND BEAM AT ALL ELEVATED FLOORS WITH SAME REINFORCING AS TOP OF WALL, LAW. 4. STRAIGHT BARS EMBEDDED ONE CONCRETE LAP LENGTH INTO CONC FO MAY BE USED AT CONTRACTOR'S OPTION. S. LINTEL REINFORCING AND SANS PA551HO THROUGH 'H' SHALL NOT BE SPLICED. 5. SHORE LINTEL MINIMUM 7 DAYS AFTER GROUTING OR UNTIL GROUT ATTAINS FULL DESIGN STRENGTH. STRUCTURAL. TYPICAL DETAILS 0 1' Y FILENAME 006104.dn SCALE AB NOTED OOS104 ID C B 1 z 3 4 5 RESTRAINT RIKI IRON SERIES 11 (2 AM PER 1 FOR 30'0 PIPE) 6 s -to ID CL. CON N J 'a'.s:.s.��:�: a ^. . - . - .. y �.�.: ..Y,ys, ir';.':. ^ ?iv.«.^e^:[:" - NEW CL. PIPE ,.-, .f -. t' x.;.ti >^ . 3:: � . tire'• 'tl�'}. t.y 'c, T ti...:�, : .., ; . -.X ; "o "•*" :y;,y:_:vr..t_. `,• 4_ s rte:. NO. OF � tl'. ti ^:yam: t,,•.sxrr:r ���„y ti•Y �7 ^ '•' t. _��:� 1 i �;'trS�y;Y;�i i ;:is4 't. ". • Fh': _,..r; Y,u:.'•.. � -,:.Y, i r.:`'. � �1, ?., . `" ::..� �:- �. fic.',:��, : `i— y rr 'T. ^t �,e K` --,`"` « t,} •l+t: +:: �y� ":'144;. ♦ •� :Z stir".'�`{'�',f.:Y l�.r..+y....1. 1:`."' .:?ut`; .1' t yt...7- rc�:5vjr' ls!.{..tt•`y :. z �4,.� < W 7 -0r 24 r -o' Y-0' X -0' n A THRUST COLLAR FOR 24'0 PPE (4000 PSI COW-) VERTICAL BARS. SEE TABLE FOR F03FORCPIC SEE NOTE 2. FLOWFNI TO SPRINGLINE u NOTES: 1. PROVIDE THRUST COLLAR AS NOTED ON PLANS. 2' COMPACTED COMPACTED AGGREGATE LING COURSE. 12' THKX, 1' WASHED ROCK. 3. REINFORCING SHALL DE 2' CLFM WHERE FORMED AND 3' CLEAR WHERE CAST AGAINST EARTH. 4. SEE DETAIL 9/000002 FOR TAPE PLACEMENT. S. SEE DETAIL 1/005102 FOR EXTRA W FORCING AROUND OPENWGS. CONCRETE THRUST ANCHOR DETAIL n SCALE: N.T.S. 1 7 8 REINFORCING TABLE PIPE SUE NO. OF 0 (INCHES) I A B C W �R REWFORCIMr O 10' O.C.. E.F. 24 r -o' Y-0' X -0' ;' -O' 2 VERTICAL BARS. EQUALLY SPACED 1 HORIZONTAL BARS /7 0 12' O.C.. E.F. 30 Y -8' S -O' 3' -O' 9' -O' 2 VERTICAL BARS, 17 /B UALLY SPACED ZONT BARS C B A HR PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J. BLACK STRUC1URAL M= L MI TCHELL ARCHRECTU RAL R. ANDREW PROCESS T.aafA.ET MECHANICAL B. ALIERHEIUOEN PROJECT Ground Water srRucruw►L Rule ?ICAO DETAILS �� Improvements 0 1' r Lo4AME aoslasa.q SHEET Vaii. Cobra" 2010 SCALE I As NOTED 3 7 8 1 /2 - ANTI - SIPHON VALVE o 1 2 SOLUTION TUBE LENGTH 5 3/4' I PROVIDE MAKEUP SHIMS IF NECESSARY TRANSMON TO CORPORATION -' TUBING WITH BARB AND HOSE CLAMP COCK N.P.T. SOLUTION i TUBE N.P.T. INJECTION I/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 SPECIFIC NOTES O i CHEMICAL WETERING PUMP, O FIBERGLASS SUPPORT BRACKET (TYP. OF 2)- SIZE TO HANDLE A TOTAL WEIGHT OF 25 LBS. O 3/4' 0 HOLE FOR 5/5' 0 SS ANCHOR. (". 2 EACH BRACKET.) O 4 1 1/2' FIBERGLASS CRATING. O L 2 "R2'a1 /4' FIBERGLASS (IYP.) 6 CAP TO ALLOW PIPING PASS THROUGH. 7 ASSEMBLE BY FRP LAY -UP OR BOLT PLAN TOGETHER WRH FIBERGLASS HARDWARE. _PUMP SHELF DETAIL n 1' 1 -0' 000001 VENT SCREEN -� 1' STEEL RIPE ROUTED WITH DRILL O PENING OR D SEAL TO FLOOR DRAIN EXPANDABLE FOAM SEALANT. AIR RELEASE VALVE (SUE PER SCHEDULE) WELL HOUSE WALL \ PRESSURE GAGE ISOLATION GATE PPE SIZE VALVE TO MATCH PROJECT MANAGER MR VALVE SIZE. 13012 1/2' TAP AND 16' -20' BALL VALVE FOR J. BLACK :INSTRUMENTATION 1/2' TAP AND 414 CROSS BALL VALVE J. MITCHELL TAP TO MATCH AIR VALVE SIZE WELL PIPING AIR RELEASE VALVE DETAIL n NOT TO SCALE 000001 HDR EryYwrYb k 4 5 6 GENERAL NOTES 1. GROUT AS REOUIRED TO CREATE A LEVEL SURFACE TO MOUNT SCALE AND CONTAINMENT PAN. 2. ANCHOR EQUIPMENT PER MANUFACTURERS SPECInCATIONS. GROUT AND E °OXY ANCHORS TO EXISTING FLOOR STABS AND BOLT AND EPDXY TO NEW FLOOR SUBS. I _ 28.5' --=I MENT PAN FL AND CI CONTAINMENT SCALES n NO SCALE 000001 SLAB THICKNESS k 1' MPT r 1' HOSE BAR ( POLYPROPYLENE) NO SCALE VENT TO OUTSIDE MINIMUM OF 6' OFF FINISHED FLOOR RIGID 1' PVC, W/WALL SUPPORTS. SEE DETAIL B /000002 L 1' FEMALE ADAPTOR (POLYPROPYLENE) i' FLEX. PVC HOSE 1' FEMALE QUICK DISCONNECT-- - ` - ��� COUPLER (POLYPROPYLENE) 1' MALE QUICK DISCONNECT COUPLER (POLYPROPYLENE) 15 GAL FL DRUM_ B' DIA DELUGE HEAD D — 8' TRIANGLE `PIPE PLUGGED AT BOTTOM OF TEE �1 1/4' DRAIN EMERGENCY EYEWASH AND SHOWER n NO SCALE I 000001 ' 1WEEP RING WALL PIPE ENCASEMENT REINFORCING TABLE PPE SIZE STIRRUP PROJECT MANAGER SARAH C. CLARK 13012 314 16' -20' STRJCTURAL P.E. J. BLACK 24' -30' /4012 414 STRUCTURAL DESIGN J. MITCHELL 514 ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY /S.BOOTKEF MECHANK"AL B. ALLERHEIUGEN ELECTRICAL K. BUECHLER 0 10/15/2010 ISSUED FOR CONS'RUCTIDN DRAWN BY R. NELSON ISSUE DATE DESCRIPTION I PROJECT NUMBER 000000000032383 VENT TO OUTSIDE MINIMUM OF 6' OFF FINISHED FLOOR RIGID 1' PVC, W/WALL SUPPORTS. SEE DETAIL B /000002 L 1' FEMALE ADAPTOR (POLYPROPYLENE) i' FLEX. PVC HOSE 1' FEMALE QUICK DISCONNECT-- - ` - ��� COUPLER (POLYPROPYLENE) 1' MALE QUICK DISCONNECT COUPLER (POLYPROPYLENE) 15 GAL FL DRUM_ B' DIA DELUGE HEAD D — 8' TRIANGLE `PIPE PLUGGED AT BOTTOM OF TEE �1 1/4' DRAIN EMERGENCY EYEWASH AND SHOWER n NO SCALE I 000001 ' 1WEEP RING WALL PIPE ENCASEMENT REINFORCING TABLE PPE SIZE STIRRUP BOOM BARS 4' -14' 13012 314 16' -20' 13012 414 24' -30' /4012 414 36' -48' 1408 514 NOTE FOR ALL UNDERSLAS PIPE ENCASEMENT WHEN D < 4' -0' UNDERSLAB PIPE ENCASEMENT NO SCALE OOOOOI Vail, Colorado MODUI WALL (UNK HOUSE NOTES: 1. BOLT HEADS SHALL FACE TOWARDS INTERIOR OF STRUCTURES. MODULAR WALL SEAL n NO SCALE 000001 CHEMICAL METERING PUMPS n NO SCALE 000001 Ground Water Rule General Process Details Improvements I 1 1 /4' WATER LNE I 7 "- 0 GALLON CONTAINMENT U PLATFORM 1 1/4" BALL VALVE 2010 1 000001.dvq AS NOTED POINT OF MUECTION 00D001 C B A "w .• r 0 HAIGER (SEE TA PIPE 2 . 2/00D002 FOR 30 MOUNT -- - --- -- METAL STRUT _ FRAMING \ _STL R WASHER HOT DIP GALV SST ADHESIVE AFTER FABRICATION ANCHORS, TYPICAL. 2 ' �HAIIGER R00 12 1 �OtE' 1. SUPPORT SYSTEM COMPONENTS MATERIALS AND SIZING SHALL COMPLY WITH SPEC SECTION 15090. HANGER ROD MOUNT r21 NO SCALE 000002 • ANCHOR, SEE SCHEDULE U -DOLT, SEE SCHEDULE BRACKET FACE OF WALL PIPE SIZE - —PPE SIZE VARIES SOLT FOR STANDARD BRACKETS PIPE SQE OD SIZE PIPE SIZE 512E 1/2' 6' 2' k SMAl1ER 3 Ir 8 - -12 7 8' 15' t' 21 2'413 12 14 -1 1 3/ 4 - 4' k 6 3/4 20 7 8' 14' CLEVIS PIPE SUPPORT n 7/8" 16' 20' NO SCALE 7/3" 1B' a . i 1' 20' d t' 4 1 i d I d 1' l., 5/8 S 3/B BOND v 9 10 1/2 -- - --- -- METAL STRUT _ FRAMING \ _STL R WASHER HOT DIP GALV SST ADHESIVE AFTER FABRICATION ANCHORS, TYPICAL. 2 ' �HAIIGER R00 12 1 �OtE' 1. SUPPORT SYSTEM COMPONENTS MATERIALS AND SIZING SHALL COMPLY WITH SPEC SECTION 15090. HANGER ROD MOUNT r21 NO SCALE 000002 • ANCHOR, SEE SCHEDULE U -DOLT, SEE SCHEDULE BRACKET FACE OF WALL PIPE SIZE MAXIMUM SPACING • SOLT FOR STANDARD BRACKETS U—B(XT DIA 4' 10' 3 4' 1/2' 6' 15' 1' Sy s* e' 15' t' 5/8' 10' 20' t' 3/ 4 - 12' 20' t' 7 8' 14' 20' t' 7/8" 16' 20' 1' 7/3" 1B' 16' t' 1' 20' 13' t' 1 24' 10' 1' 1' # UNLESS SHOWN OTHERWISE ON THESE PLANS. SPACINGS SHOWN ARE FOR METAL PIPE ONLY. REFER TO SECTION 15090 FOR PVC SPACING REOUIREMENM 3 4 5 I 6 PIPE PIPE STRAP 4 MIN, TYPICAL PIPE S ZE SIZE. D STRAP ADD RUBBER OR THICKNESS 6' -12' FELT BETWEEN 1/2' 12' PIPE AND SADDLE 3 /8'x2 1/2' _ ANCHOR BOLT 30' -48' 1/2'x3' 3/4' 24' 3/4' CHAMFER AT ALL 5/8 6' SCH 40 PIPE FOR 12' k UP 3 2 1/2 1 1/2 9 EXPOSED EDGES, TYPICAL 13 1/2 5/8 S i ♦ 1 1/2 PROVIDE ONE LAYER 4130 n 13 1/2 2 1/2' WIN 40 PIPE FOR 6 S 4 3 ROOFING FELT TO BREAK 2' SCH 40 PIPE FOR 4' 9 1/2 14 5/8 S 3/B BOND v 9 10 1/2 ° �♦ d 5 B 3 1' NON 9 I 16 1/2 SHRINK GROUT 0 0 10 ° I 413 HOOP 04' O 13 1/2 • ° • r 4-4 VERTICAL BARS 12 3 ANCHORS WIIH d - �)j LEVELING NUTS ° 4 ♦ e 4 k WASHERS r 16 1/2 20 1/2 EPDXY GROUP i EXISTING SLAB NEW CONS PIPE PIPE ANCHOR PEDESTAL SIZE. D STRAP BOLTS, DVL THICKNESS 6' -12' 1/4'x2' 1/2' 12' 14' -24' 3 /8'x2 1/2' S/8' 16' 30' -48' 1/2'x3' 3/4' 24' SADDLE PIPE SUPPORT �1 NO SCALE WALL BRACKET PIPE SUPPORT n NO SCALE 000002 wz •.Mi.n•, a. FLANGE 1/2 PLATE - SIZE TO SUIT PIPE FLANGE r PIPE SIZE ADJUSTABLE PIPE SUPPORT B • J/ v V ANCHORS MIIMUM D A CTION t S 2 1/2 2 1/2 1 1/2 8 H 13 5/8 6' SCH 40 PIPE FOR 12' k UP 3 2 1/2 1 1/2 9 4' SCH 40 PIPE FOR 10' 13 1/2 5/8 S 3 1/2 3' SCH 40 PIPE FOR 8' 1 1/2 9 6 1/2 13 1/2 2 1/2' WIN 40 PIPE FOR 6 S 4 3 2 1/2 2' SCH 40 PIPE FOR 4' 9 1/2 14 5/8 S 3/B 3 2 1/2 9 10 1/2 OD +4' 5/8 5 B 3 1' NON 9 I 16 1/2 SHRINK GROUT 0 0 10 3 .. O 13 1/2 18 1/2 (4) 3/4' DM 5 12 3 ANCHORS WIIH 9 - 19 1/2 LEVELING NUTS 0 0 \ 4 k WASHERS 11 16 1/2 20 1/2 1/2' STEEL PLATE 6 S/8 18 WITH 1/2' RADIUS CORNERS 3 lyQIE FLOOR PLATE 22 1/2 SECTI 1. NOT INTENDED FOR THRUST RESTRAINT. 6 S/6 FLANGED PIPE SU PPORT n NO SCALE 7 g ADD RUBBER OR FELT BETWEDd PIPE SADDLE PIPE AND SADDLE PROWDE CLAMP WITH SUPPORT 0 D I LENGTH k THREADS TO ALLOW MINIMUM AND MAXIMUM DIMENSIONS SHOWN IN TABLE. USE STRAIGHT THREADS. SCHEDULE 40 PIPE THREADED 150 LB REDUCRLG FLANGE (4) EPDXY ADHESIVE ANCHORS. SEE TABLE C OOR PI IpP011T SC dMEN510N6 IN INCHES PIPE SIZE ADJUSTABLE PIPE SUPPORT B ANCHORS MIIMUM D FITTING S 2 1/2 2 1/2 1 1/2 8 6 13 5/8 S 3 2 1/2 1 1/2 9 B 1/2 13 1/2 5/8 S 3 1/2 2 1/2 1 1/2 9 6 1/2 13 1/2 5/8 S 4 3 2 1/2 9 9 1/2 14 5/8 S 6 3 2 1/2 9 10 1/2 13 1/2 5/8 5 B 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 5/8 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 S/8 18 4 3 11 17 1/2 22 1/2 3/4 6 S/6 16 6 3 41/2 73 1/2 19 1/2 24 3/4 8 5/8 20 6 3 1/2 13 1/2 21 25 1/2 J/a 6 5/8 24 6 4 13 1/2 23 1/2 28 1/2 3/4 6 5/8 30 6 4 13 1/2 27 31 1/2 3/4 32 6 a 73 1/2 28 1/2 32 1/2 3/4 6 S/8 36 6 s 13 1/2 30 1/2 34 1/2 3/4 6 S/6 ADJUSTABLE PIPE SUPPORT B NO SCALE FITTING MODULAR FRAMING STRUT, 5' -0' OC MAX. UNLESS SHOWN OTHERWISE PIPE CLAMP -WHEN USED WRH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT CLAMP WITH LOOSE FR, COPPER TUBES TO of HAVE 2' STRIP OF RUBBER FABRIC •; ♦ WHERE LENGTH EXCEEDS 3 - -0', • ... PROVIDE INTERMEDIATE SUPPORTS AT MAX 3' -0' SPACING NOTFC• 1. UP TO B' DIAMETER PIPES ONLY. 2. MAXIMUM OF 3 -6' PIPES. ' 1/2' EXPANSION OR EPDXY ADHESIVE A ANCHORS INTO CONCRETE, 1/2" BOLTS INTO WOOD OR METAL WALLS FACE OF WALL OR CEILING SURFACE MOUNT MODULAR STRUT PIPE SUPPORT n NO SCALE Ot t PROJECT MANAGER SARAH C. CLARK STRUCTURAL. PE. J BUCK 0� :•6W C. C • •� Ground Water STRUCTURAL DESIGN J. MffCHELL V n 9 General Process Details ARCHITECTURAL R. ANDREW PROCESS Rule Aj/ E MECHANC& 6. B. ALL ALLERHEUGEN RNEIIK;EN 0 00 ell Improvements ELECTI6CAL K. BUECHLER DRAWN BY R. NELSON PROJECT NUMBER 000000000092383 `� • ;� Y �••••••• a�\ S E, O A ".. Colorsdo 0 1' 2' nU NAME OODOO2.d" SHEET 2010 SCALE As NOTED OOD002