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HomeMy WebLinkAboutPlans7 CONCRETE NOTES GROUT NOTES 1. CONCRETE AND CONCRETE MATERIALS SHALL CONFORM TO THE 1. GROUT SHALL BE NON -SHRINK GROUT UNLESS OTHERWISE NOTED. ALL REQUIREMENTS OF ACI SPECIFICATIONS FOR STRUCTURAL 15. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES AFTER ADDING MIX COLUMN BASE PLATES AND EQUIPMENT FOUNDATIONS SHALL HAVE A MINIMUM OF 1 INCH THICK GROUT UNLESS OTHERWISE NOTED ON THE r CONCRETE FOR BUILDINGS. WATER. ENGINEERING DESIGN DRAWINGS. USE 'FIVE STAR GROUT' BY FIVE 2. CONCRETE AND REINFORCING SHALL BE DESIGNED, DETAILED AND 16, A MAXIMUM SLUMP AT POINT OF DISCHARGE OF 4 INCHES AND A STAR PRODUCTS, INC. OR APPROVED EQUAL. MINIMUM COMPRESSIVE PLACED IN ACCORDANCE WITH THE LATEST REVISION OR EDITION OF WATER/CEMENT RATIO OF 0.51 OR LESS (NON AIR -ENTRAINED), 0.41 STRENGTH OF 6000 PSI. THE ACI BUILDING CODE FOR REINFORCED CONCRETE ACI 318 AND OR LESS (AIR ENTRAINED.) USE ADMIXTURES ONLY WITH APPROVAL. ACI 301 R. 2. EPDXY GROUT WILL BE USED FOR ROTATING AND RECIPROCATING 17. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, A82, A496, EQUIPMENT WHERE INDICATEDON THE ENGINEERING DESIGN 3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS A497 AND ACI 318. WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) DRAWINGS. EPDXY GROUT SHALL HAVE A MINIMUM COMPRESSIVE UNLESS NOTED OTHERWISE, AND SHALL BE FREE FROM LOOSE FLAKY MESH SPACES MINIMUM ON SIDES AND ENDS. STRENGTH OF 9000 PSI. FIVE STAR 'HP EPDXY GROUT' OR APPROVED RUST, MUD, OIL OR OTHER COATINGS THAT WILL DESTROY OR EQUAL. CONCRETE FOUNDATION SHALL CURE FOR A MINIMUM OF 21 REDUCE THE BOND. NO WELDING OF REINFORCING BARS SHALL BE 18, ALL FLAT FLOOR SLABS SHALL HAVE A STEEL TROWEL FINISH DAYS BEFORE PLACING EPDXY GROUT OR PER MANUFACTURERS ALLOWED. REINFORCING SHALL BE TIED WITH ANNEALED 16 GAGE SMOOTH, LEVEL AND TRUE. ALL SLOPING GROUND FLOOR SLABS RECOMMENDATIONS, WIRE OR HEAVIER. SHALL HAVE A WOOD FLOAT FINISH, UNLESS NOTED OTHERWISE. B 4. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE 19. CHAMFER EXPOSED CONCRETE EDGES Y4" TO 1" AT 45 DEGREES. ACI DETAILING MANUAL. (ACI SP-66 AND ACI 315) 20. INTERFACES BETWEEN NEW CONCRETE AND PREVIOUSLY HARDENED 5. REINFORCING BARS #4 AND LARGER SHALL BE SHOP CONCRETE SHALL BE CLEAN AND FREE OF LAITANCE AND SHALL BE FABRICATED/TAGGED. ROUGHENED APPROXIMATELY Y4'. 6. MINIMUM DISTANCE FROM EDGE OF BAR TO FACE OF CONCRETE 21. WATERSTOP SHALL BE SYNKO-FLEX ADHESIVE WATERSTOP OR SHALL BE 3" WHERE POURED AGAINST EARTH AND 2" WHERE FORMED. APPROVED EQUAL INSTALLED IN COMPLETE ACCORDANCE WITH FOR CONCRETE NOT EXPOSED TO WEATHER OR GROUND, MINIMUM MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE DISTANCE FROM EDGE OF BAR TO FACE OF CONCRETE SHALL BE 1Y2" ON THE DESIGN DRAWINGS. CLEAR FOR COLUMNS, GIRDERS AND BEAMS. FLOOR SLABS AND WALLS, SHALL HAVE A CLEAR DISTANCE OF 3/4". 22. ALL SOIL SUPPORTED FOUNDATIONS PLACED ON EXPOSED SUBGRADE SHOULD BE PROOF TAMPED AND ALL SOFT SPOTS 7. REINFORCING STEEL LAP SPLICES (ACI 318 SECTIONS 25.4.2 AND REMOVED. LEAN (2000 PSI) CONCRETE MAY BE USED IN LIEU OF - Z DOUBLE HEAVY HEX NUT 1. ALL ADHESIVE ANCHORS SHALL USE 25.5.2) SHALL BE AS FOLLOWS: COMPACTED STRUCTURAL FILL. (WHEN SPECIFIED) 'HILTI' HIT-HY 200 ADHESIVE OR APPROVED EQUAL, INSTALLED IN - COMPLETE A CLASS B SPLICE, CONCRETE STRENGTH 4000 PSI BAR SIZE TOP BAR OTHER BARS #3 24" 19" #4 32" 25" #5 40" 31" #6 48'" 37" #7 70" 54" #8 80" 62" #9 90" 70" 23. STRUCTURAL FILL MATERIAL PLACED TO SUPPORT FOUNDATIONS.. a c SINGLE HEAVY HEX NUT CWITH �(STANDAR)) MANUFACTURERR''SS RE RECOO "HIM PAVEMENTS, AND CONCRETE FLOOR SLABS SHALL BE COMPACTED TO UNLESS OTHERWISE SPECIFIED. A DRY DENSITY THAT IS NOT LESS THAN 95% OF ASTM D1557 m T/GONG - PLAIN WASHER 2. HILTI' HAS/HIT-V THREADED RODS OR - (TYPE A 'NIDE) UNO APPROVED EQUAL MAY BE USED IN (MODIFIED PROCTOR DENSITY) AND MAINTAIN A MOISTURE CONTENT aq - LIEU OF FABRICATED BOLTS. WITHIN *2% OF OPTIMUM. ALL STRUCTURAL FILL SHALL BE PLACED IN o ¢ _ 3. CORE DRILLING PERMITTED UNLESS CONCRETE IS NOT S DIRECTLY LOOSE HORIZONTAL LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS. o - SPECIFIED ON DESIGN DRAWINGS OR w WITH WRITTEN PERMISSION FROM A36 THREADED ROD ENGINEER OF RECORD. 24. ALL EARTHWORK RECOMMENDATIONS ARE BASED ON AND SHALL BE w 4. ALL CONCRETE ANCHORS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 0 HARDWARE TO BE GALVANIZED ONO. 25. CONCRETE BONDING ADHESIVE SHALL BE'PERMANENT BOND' BY FIVE STAR PRODUCTS, INC. OR APPROVED EQUAL. BONDING AGENTS SHALL CONFORM TO ASTM C881, CONCRETE FASTENER SCHEDULE u 9 O 0 0 0 ,'." u. 0 0 0 0 EW PIPING 0 DMATOGRAPH SKID S-RI FLE-CCS-011-02 c TOP BAR IS HORIZONTAL BAR WITH MORE THAN 12 INCHES OF 26. CONTRACTOR TO PROTECT ALL EXISTING UNDERGROUND UTILITIES I ADHESIVE ANCHORS CONCRETE BELOW BAR. AND APPURTENANCES DURING CONSTRUCTION. IF UNDERGROUND NUTS REMARKS OBSTRUCTION IS UNCOVERED DURING CONSTRUCTION, CONTRACTOR MARK DIA. A B C QTY. 8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 TO SEEK PATH FORWARD FROM RESPONSIBLE ENGINEER OR PLANT PSI IN 28 DAYS UNLESS NOTED ON DESIGN DRAWINGS. MANAGER. AA-1 5/8" 9" 3" 6" 28 28 9. CEMENT SHALL BE PORTLAND CEMENT ASTM C150 TYPE V. 27. DO NOT INSTALL ANY PIPES, CONDUITS, ETC. INSIDE CONCRETE E WALLS, COLUMNS, PEDESTALS, AND/OR FOOTINGS. ALL o DOUBLE HEAVY HEX NUT 10. CONCRETE SHALL HAVE A MAXIMUM COARSE AGGREGATE_ SIZE OF 3/q, GROUNDING TO BE INSTALLED ON OUTSIDE OF CONCRETE o Z o S (WHEN SPECIFIED) UNLESS OTHERWISE NOTED. (ASTM C33) MEMBERS. ANY EXCEPTION REQUIRES WRITTEN APPROVAL BYLi SINGLE HEAVY HEX NUT CLIENT AND ENGINEER. o - �- -� (STANDARD) 11. MIX AND PLACE CONCRETE ACCORDING TO ACI 301 AND ACI 304. m c T/CONC PLAIN WASHER CURE CONCRETE ACCORDING TO ACI 301 (CHAPTER 12) AND ACI 308. - ALL CONCRETE SHALL BE MOIST OR FORM CURED FOR A MINIMUM OF GENERAL NOTES LEVELING NUT & EXTRA WASHER (OPTIONAL, NOT INCLUDED IN _ 7 DAYS. NUT QUANTITY BELOW) 1. LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. J 2. * INDICATES LOCATION OF ELECTRICAL ISOLATION 12. CONCRETE SHALL BE AIR ENTRAINED PER ACI 318 SECTION 5.2.1 FOR FLANGE SETS. ENSURE THAT ELECTRICAL ISOLATION IS w ALL SURFACES EXPOSED TO FREEZING AND THAWING. FOR 3/4"NOT SHORTED/BYPASSED THROUGH TUBING CONDUIT, o 0 m STEEL PIPING SUPPORTS, ETC., THAT ARE IN CONTACT COARSE AGGREGATE USE 5% t1 %. (ASTM C260) WITH THE PIPE. < w 3. BURIED PIPING SHALL BE CLEANED AND COATED IN a o F 13. CONCRETE WORK PERFORMED DURING HOT WEATHER SHALL MEET ACCORDANCE WITH MWP STANDARD PRACTICE 2-13-10 "COATING BURIED PIPE" AND STANDARD PRACTICE ASTM F1554 GR. 36 ACI 305. °9-02-01" FOR FUSION BONDED EPDXY (FBE). PREFERRED BELOW GROUND COATINGS ARE FBE AND TWO PART 14. CONCRETE WORK PERFORMED BELOW 40 DEGREES F SHALL MEET EPDXY. ABOVE GROUND PIPING SHALL BE CLEANED AND HEAVY HEX NUT COATED IN ACCORDANCE WITH MWP STANDARD ACI 306. PRACTICE 9-03-01 "PROTECTIVE COATING SPECIFICATION". ALL BURIED PIPING SHALL BE CATHODICALLY PROTECTED IN ACCORDANCE WITH MWP o mm ®� • © STANDARD PRACTICE 7-00-01 "GENERAL CORROSION CONTROL PROCEDURES". BELOW GROUND COATING TACK 3 EQ. SPC S NOTE: SHALL EXTEND 6 TO 12 INCHES ABOVE THE SOIL -TO -AIR ALL CONCRETE ANCHORS AND HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. INTERFACE. ABOVE GROUND COATING SHALL BE APPLIED TO AND TEND ® 6TOF12 NCHOESBEBELOW OW HESOIND ILTO-AORTING INTERFACE. CONCRETE FASTENER SCHEDULE j 4. NEW PIPING IS INDICATED BY BOLD LINES (OR BY ANCHOR BOLTS G KNOW WHAT'S BELOW. REVISION CLOUD). CALL BEFORE YOU DIG. 5. FIELD VERIFY WALL THICKNESS AT ALL TIE-IN LOCATIONS. NUTS REMARKS 6. PIG -ABLE PIPELINES SHALL BE FABRICATED WITH GUARD MARK DIA. A B C D QTY. CALL TWO BUSINESS DAYS BARS INSTALLED WITHIN TEES. BEFORE YOU DIG TO HAVE 7. ANY MATERIAL SUBSTITUTION OR CHANGES TO DESIGN UTILITIES LOCATED REQUIRES ENGINEERING APPROVAL. PIPING BE ASSEMBLED PER SP-3-95-01. AB-1 7/8 j '-6 5" 1'-0" 1 1 /2" 4 8 811 or 1-800-922-1987 8. MTR'S SHALL 1 /2>, colorado8ll.org 9. OOETS TO BE FULL OPEN REFERENCE DRAWINGS WORK ORDERS REVISIONS ENGINEERING RECORD DRAWING NUMBER REV DRAWING DESCRIPTION WO NUMBER DESCRIPTION NO DESCRIPTION DATE BY CHECK DRAWN BY: CM, 93202.86 OF, XCEL RIFLE, JTL145 1000' PIPE 0 ISSUED FOR CONSTRUCTION 09/27/2022 CMJ MMR CHECKED BY: 89006.86 QP, XCEL RIFLE METER STATION, INSTALL 1 RE -ISSUED FOR CONSTRUCTION 09/29/202� CMJ GB PROJECT ENGR: 0 2 RE -ISSUED FOR CONSTRUCTION 11/02/2022 JLS MRR SURVEYOR: ENGR MNGR: s a CONSTR MNGR: s o THE INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL AND THE PROPERTY OF MOUNTAIN WEST AND/OR THE CLIENT IDENTIFIED. DUPLICATION OR USE w OF THIS INFORMATION AND/OR CONSTRUCTION OF SYSTEMS BASED ON THIS DOCUMENT ARE STRICTLY PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM MOUNTAIN WEST. N 1 2 3 4 5 6 0 0 0 FILER SEPERATOR CONCRETE SE QPC-S-RILFE-CCS4009-02 0 0 1 I S-RIFLE-CCS- 09 ro S-RIFLE-CCS- 11 METER STATION SKID CONCRETE SEE S-RILFE-CCS-01 1 -01 00 0 0 1 0 c i c INION WP 0,0,0 (LOCATED AT CORN R OF FENCE LINE) PPp 0 � a I I i COMPRESSOR SKID-: >6 SEE S-RIFLE -CCS-01 1-03 0 0-�0 0 0 0-0 - I , I RE -ISSUED FOR ALE� CONSTRUCTION JIS) LINE NUMBER: JTL 145 Mountain FACILITY: RIFLE DELIVERY METER STATION WB TITLE: CONCRETE DESCRIPTION : GENERAL NOTE & ANCHOR BOLT SCHEDULE ADDRESS: SECTION: 13.18 T 6S R 94.93 CITY COUNTY STATE ELEVATION: 5338 FT RIFLE GARFIELD CO. LAT: 93.530636 LONG-107.827163 DRAWING NUMBER SHEET SCALE: AS NOTED S-RIFLE-CCS-009 01 9 10 11 _ 2 c I F 1 E 3 5 u N 11 12 7 A 0 C it 132 N m n 6 DOMINION WP 0,0,0 (LOCATED AT CORNER OF FENCE LINE) �o 0 0 0 0 GENERALNOTES 1. LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 2. * INDICATES LOCATION OF ELECTRICAL ISOLATION FLANGE SETS. ENSURE THAT ELECTRICAL ISOLATION IS NOT SHORTED/BYPASSED THROUGH TUBING CONDUIT, STEEL PIPING SUPPORTS, ETC., THAT ARE IN CONTACT WITH THE PIPE. F 3. BURIED PIPING SHALL BE CLEANED AND COATED IN ACCORDANCE WITH MWP STANDARD PRACTICE 2-13-10 "COATING BURIED PIPE" AND STANDARD PRACTICE "9-02-01" FOR FUSION BONDED EPDXY (FBE). PREFERRED BELOW GROUND COATINGS ARE FBE AND TWO PART EPDXY. ABOVE GROUND PIPING SHALL BE CLEANED AND COATED IN ACCORDANCE WITH MWP STANDARD PRACTICE 9-03-01 "PROTECTIVE COATING SPECIFICATION". ALL BURIED PIPING SHALL BE CATHODICALLY PROTECTED IN ACCORDANCE WITH MWP STANDARD PRACTICE 7-00-01 "GENERAL CORROSION CONTROL PROCEDURES". BELOW GROUND COATING SHALL EXTEND 6 TO 12 INCHES ABOVE THE SOIL -TO -AIR INTERFACE, ABOVE GROUND COATING SHALL BE APPLIED TO THE EXPOSED BELOW GROUND COATING AND EXTEND 6 TO 12 INCHES BELOW THE SOIL -TO -AIR INTERFACE. 4. NEW PIPING IS INDICATED BY BOLD LINES (OR BY G REVISION CLOUD). 5. FIELD VERIFY WALL THICKNESS AT ALL TIE-IN LOCATIONS. 6. PIG -ABLE PIPELINES SHALL BE FABRICATED WITH GUARD BARS INSTALLED WITHIN TEES. 7. ANY MATERIAL SUBSTITUTION OR CHANGES TO DESIGN REQUIRES ENGINEERING APPROVAL, 8. PIPING MTR'S SHALL BE ASSEMBLED PER SP-3-95-01. 9. OLETS TO BE FULL OPEN REFERENCE DRAWIP DRAWING NUMBER REV • t KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. CALL TWO BUSINESS DAYS BEFORE YOU DIG TO HAVE UTILITIES LOCATED 811 or 1-800-922-1987 coloredo8ll.org DRAWING DESCRIPTION E 0 N 3 0 s THE INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL AND THE PROPERTY OF MOUNTAIN WEST ANWOR THE CLIENT IDENTIFIED. DUPLICATION OR USE w OF THIS INFORMATION AND/OR CONSTRUCTION OF SYSTEMS BASED ON THIS DOCUMENT ARE STRICTLY PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM MOUNTAIN WEST. 1 1 2 PLAN - COMPRE SCALE: 3/4" = 1'-0" SKID WO NUMBER DESCRIPTION 93202.86 QP, XCEL RIFLE, JTL145 1000' PIPE 89006.86 QP, XCEL RFILE METER STATION, INSTALL 4 REVISIONS NO DESCRIPTION 0 ISSUED FOR CONSTRUCTION INSIDE OUTSIDE FACE SKID OFC6 FRAME 1 „ 4/ (SEE DETAIL 1) 4 PIER DP-1 PLAN 3 4 =1 —0' 2 AS SHOWN, 2 OPP C6 SKI SHIM C (6) #5 VI #4 SECTION A 3/4"=1'-0" rL (2) 3q" O HOLES FOR % 0 EPDXY BOLTS MK. AA-1 #5 VERTS SECTION 3/4"=T-0' ENGINEERING RECORD DATE BY CHECK DRAWN BY: JLS (JIS) JLS MRR CHECKED BY: PROJECT ENGR: WB t� R %8'X6..XI.' (2) 3/4"0 HOLES DETAIL n (2 AS SHOWN, 2 OPP) 4'-0" SKID co #4 @ 12"C.C. MAX E.W. TOP & BTM. SECTION C 3/4"=V-0' )%Ountain FACILITY TITLE: SURVEYOR: DESCRIPTION: ENGR MNGR: ADDRESS: CONSTR MNGR: SECTION: 13.18 T 6S R 94.93 ELEVATION: 5338 FT LAT: 93.53036 LONG:-107.827163 SCALE: CO. 5 6 1 7 1 8 9 10 1'-0" MATCH BUILDING FLOOR ELEV. _ EQUAL SPACED (FIELD DETERMINE) _ N NOTES: 1. FOR GENERAL NOTES AND ANCHOR BOLT SCHEDULE SEE DWG S-RIFLE-CCS-009-01. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ID��J�i•�1\ CONSTRUCTION JTL 145 RIFLE DELIVERY METER STATION CONCRETE PLAN, SECTIONS & DETAILS RIFLE GARFIELD DRAWING NUMBER S-RIFLE-CCS-011 11 CO. SHEET 03 12 C A C E F G 2 1 3 1 4 1 5 1 6 - 1- - R 1 9 1 10 12 PROPERTY DESCRIPTION A tract of land situated in Lot 1 (NW4NW4), Sec. 18, T. 6 S., R. 93 W., 6th P.M. and the NENE, Sec. 13, T. 6 S., R. 94 W., 6th P.M., described as follows: Beginning at a point whence the NW corner of said Sec. 18 bears N. 20°07' W. 254.89 ft.; th. S. 04°33' E. 250.16 ft.; th. S. 57°31' W. 450.87 ft.; th. S. 09'17' W. 510.73 ft.; th. N. 88°23' E. 443.69 ft.; th. S. 88028' E. 316.02 ft.; th. N. 20°53' W. 488.28 ft.; th. N. 09°22' W. 120.83 ft.; th. N. 07°16' E. 422.93 ft.; th. S. 88°53' W. 176.35 ft. to the point of beginning, containing 9.64 acres, more or less. EASEMENT A STRIP OF LAND 50.00 FEET IN WIDTH, SITUATED IN THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 6 SOUTH, RANGE 93 WEST AND THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 6 SOUTH, RANGE 94 WEST, 6th P.M., GARFIELD COUNTY, COLORADO; BEING 25.00 FEET RIGHT AND 25.00 FEET LEFT OF THE FOLLOWING DESCRIBED - CENTERLINE: COMMENCING AT A FOUND REBAR & PIPE IN MOUND OF ROCKS AT THE NORTHWEST CORNER OF SAID SECTION 18, THENCE SOUTH 01' 03' 00" WEST A DISTANCE OF 1224.19 FEET, TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THE CLOUGH SHEEP COMPANY, LLC PARCEL, SAID POINT BEING THE TRUE POINT OF BEGINNING, AND RUNNING THENCE THE FOLLOWING (1) ONE COURSE: 1 SOUTH 01.37'53" WEST A DISTANCE OF 61.48 FEET TO THE POINT OF TERMINUS, SAID POINT BEING ON THE SOUTHERLY BOUNDARY LINE OF THE CLOUGH SHEEP COMPANY, LLC PARCEL, SAID POINT ALSO BEING SOUTH 77 13' 18" WEST A DISTANCE OF 5366.67 FEET FROM A FOUND BRASS CAP AT THE NORTHEAST CORNER OF SAID SECTION 18. THE TOTAL LENGTH OF A GAS PIPELINE RIGHT-OF-WAY ACROSS THE CLOUGH SHEEP COMPANY, LLC LAND, AS DESCRIBED ABOVE IS 61.73 FEET OR 3.72 RODS OR 0.01 MILES AND CONTAINS 3,087 SQ FT OR 0.07 ACRES MORE OR LESS. REFERENCE DRAWINGS DRAWING NI- "--V I DRAWING DESCRIPTION EXISTING MOUNTAIN WEST PROPERTY LINE PROPOSED SERVICE PIPING TO XCELENERGY XCELYARD WORK ORDERS WO NUMBER DESCRIPTION 93202.86 QP, XCEL RIFLE, JTL 145 1000' PIPE 89006.86 OF, XCEL RIFLE, METER STATION INSTALL L ` I I I I I �co m Iw m c Ig N IT I� PROPOSED AC PANEL & EXIST POLE - I + ILL to IM 1w 100 N Izo + Co I� I 00 I I I EXISTING FIRE EXTINGUISHERS MOUNTAIN ,---PROPERTY LINET REQUIRED ON SITE S 9°1TW.510.73FT / Wildfire Mitigation Requirements: EXISTING _ Comply with wildfire mitigation and defensible space requirements FENCE \ per Colorado State Forest Service and local Fire District. + PROPOSED \ + r � 0 500 GAL \ N TANK \ EXISTING \ PROPOSED FENCE \ FILTER / \ SEPARATOR Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GAFF:ELD COUNTY Bt)I ii 4:Psrt T FAN DA-i E Z- FIELD COPY NO IraGn`r r,.,p; ;r>ITHOUT THFf.;F F'LAr':u O I SITE Page Of 496-0" +1- \ ELECTRICAL PERMITTING 81NSPECTIONSARE \ s BY THE COLORADOSTATE ELECTRICALBW APPROXIMATE \\�Z LOCATION OF p PROPOSED IN\ 4 PIPING 54 \ P \ SEC13,T6S,R9 MOUNTAIN WEST \ SEC18, T6S, R93W W 3 RIFLE YARD a 9F1 6 \ EXISTING 2 T V4 2r�g8 Septic a; \ 0' MOUNTAIN �� Pe it#2293 + WEST N• PROPERTY LINE 412'-2"+/- _ \ 6'.0" - �- \ S. 4° 33' E_250.16 FT P.O.B. F,2_.- 1 1.1 7 + YARD ACCESS i ' 14 g° 22' W 120.83 YARD ACCESS N +o GATE GATE / N / ' / N / ' / PROJECT / PARKING / g82aF EXISTING MOUNTAIN WEST / N 20° PROPERTY LINE / REVISIONS NO DESCRIPTION DATE 1 QP, XCEL RIFLE, JTL 145 1000' PIPE 2 QP, XCEL RIFLE, METER STATION INSTALL 3 ADDED ADDITIONAL INFORMATION 11/1/22 60' 40' 20' 0 60, 20m 0 20m BY CHECK ENGINEERING RECORD DRAWN BY: KLH KLH CS CHECKED BY: WJB KLH CS PROJECT ENGR: WJB KLH CS SURVEYOR: JD ENGR MNGR: JA CONSTR MNGR: TS IM I� I� iL0 IW Structure .1purpose Status Size 1 Office Trailer Existing 12' x 46'-2" 2 Communications Existing 5'-10' x 7'-10" 3_, 1.jevd 5 rirete;ln,4 New t x 8'-O' 6 1 Storage Existing 14'-0" x 16'-0" 7 Stora a Existing 5'-9" x 5'-9" 8 Storage Existing__ BUILDING INDENTIFY KEY )Aountain West LINE NUMBER: FACILITY: TITLE: DESCRIPTION: ADDRESS: SEC12, SEC7, FOR REFERENCE JTL 145 RIFLE DELIVERY METER STATION PROPOSED PIPING & EQUIPMENT SITE PLAN 613 COUNTY ROAD 264 c; n�a� 'ri1'� A E G THE INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL AND SECTION: 13,18 T 6 S R 94,93 :ITY COUNTY STATE 3 THE PROPERTY OF MOUNTAIN WEST AND/OR THE CLIENT IDENTIFIED. DUPLICATION OR USE ELEVATION: 5338 FT RIFLE AREA GARFIELD CO z OF THIS INFORMATION AND/OR CONSTRUCTION OF SYSTEMS BASED ON THIS DOCUMENT ARE STRICTLY PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM MOUNTAIN WEST. LAT: 39.530636 LONG:-107.827163 DRAWING NUMBER SHEET REVISIO Z SCALE: NTS S-RIFLE-CCS-002 01 1,2,3 n 11 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 1 11 1 12 DESIGN CRITERIA STATE OF CERTIFICATION: COLORADO 1. SCCR 1302-14 ADMINISTRATIVE RULES STATE OF COLORADO DIVISION OF HOUSING (FACTORY -BUILT NON RESIDENTIAL) 2. INTERNATIONAL BUILDING CODE, 201E EDITION 3. INTERNATIONAL MECHANICAL CODE. 2018 EDITION 4. INTERNATIONAL ENERGY CONSERVATION CODE. 2015 EDITION S. ASCE 7.16'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" OCCUPANCY RATING: GROUP (SEE NOTE 1) CONSTRUCTION TYPE: TYPE LIB NUMBERS OF STORIES: ONE SQUARE FOOTAGE: 48 RISK CATEGORY: III SITE CLASS: D WIND DESIGN DATA: BASIC WIND SPEED E SECOND GUSO.VULT 120 MPH • EXPOSURE CATEGORY 6 TOPOGRAPHIC FACTOR, RZT 1.0 • MAIN FORCE RESISTING SYSTEM LIGHT -FRAME SHEAR WALL ANALYSIS PROCEDURE DIRECTIONAL EARTHQUAKE DESIGN DATA: • SEISMIC DESIGN CATEGORY, SEC D • IMPORTANCE FACTOR, IF 1.25 • SPECTRAL RESPONSE ACCELERATION. MAPPED, SS 0.669 SPECTRAL RESPONSE ACCELERATION, MAPPED. S1 0.10 9 SPECTRAL RESPONSE COEFFICIENT, DESIGN, SDS 0,56 9 SPECTRAL RESPONSE COEFFICIENT. DESIGN, SDI D.16g • MAIN FORCE RESISTING SYSTEM LIGHT -FRAME SHEAR WALL ANALYSIS PROCEDURE EQUIVALENT LATERALFORCE • DESIGN BASE SHEAR (TIL) = 0.4 kips SEISMIC RESPONSE COEFFICIENT, CS QIL) 0.349 RESPONSE MODIFICATION COEFFICIENT 20 ROOF SNOW LOAD: FLAT ROOF SNOW LOAD, PF 35 PSF GROUND SNOW LOAD. PG 35 PSF • IMPORTANCE FACTOR, IS 1.10 EXPOSURE FACTOR, CE 1.0 THERMAL FACTOR, CT 1.2 LIVE LOADS: ROOF 20 PSF FLOOR 125 PSF State of Colorado Division of Housing Apr/07/2022 APPROVED PLANS Subject to field inspection STEEL ROOF AND WALL PANELS REFERENCE STANDARDS: STEEL PANEL. ASTM A 792- STANDARD SPECIFICATION FOR STEEL SHEET, 55%ALUMINUM-ZINC ALLOY -COATED BY THE HOT-OIP PROCESS. MATERIAL DESCRIPTION: 361NCH WIDE, 1-1141NCH DEEP. 26 GA CORRUGATED STEEL PANELS. STEEL SPECIFICATION: ASTM A792, SS GRADE SO (Fy = 00 k 0 CORROSION PROTECTION: G90 PER ASTM A653 FOR GALVANIZED PANEL FASTENING: FASTEN AT ALL SUPPORTS USING #12 SELF DRILLING -SELF TAPPING SCREWS. FASTENER SPACING 121N. O.C. RESOLUTION 35 NOTES: 1. PER 2018 INTERNATIONAL BUILDING CODE SECTION 1008.2 EXCEPTION 1, THE MEANS OF EGRESS(EXIT DISCHARGE DOES NOT REQUIRE AN EXTERIDR LIGHT. 2. MINIMUM ROOF SLOPE = 0.17 3. THE BUILDING & SKID CAN BE MIRRORED TO FLOW EITHER RIGHTTO LEFT OR LEFT TO RIGHT. 4. ALL STRUCTURAL STEEL TO BE PAINTED FOR PROTECTION PER IBC 2018, 2203.1. QIIANTEY: FOUR (4) JIB NUMBER: W2103A-001 SKID SUE: Vb' W x 10`-0 L SKID RUNNERS: 6" x 8.2F CHANNEL FLOOR: 3/16" FLOOR PIATE (DIAMOND) PIPE LOADING HRCHES: 3" S/90 PIPE BUILDING SUE: 6-C" W x 8'-Y' L ROOF TYPE: GABLE STILE (9V H EAVES & 102' H PEAK) EXTERIOR SIDING: 26 GA. PER INTERIOR WALLS & CEILING: 29 GA. PLATTE RIVER EXTERIOR COLOR: CARLSBAD CANYON TAN INTERIOR COLOR: WHITE INSULATION: YES, 2'. SPRAY FOAM SKYLIGHT: NONE DOOR QUANTITY: ONE DOOR SIZE: 6'-0' W x 6-9' H INSULATED STEEL, DOUBLE DOOR DOOR WINDOW: NONE DOOR VENT: NONE DOOR LATCH: D-HANDLE HOLD-0PEN DEVICE: YES COMER SHELF: NO WINDOWS: NONE PE STAMP: NOT INCLUDED ELECTRICAL: NOT INCLUDED VENTS: NO HINGED SOLAR POLE MOUNT: N/R 38 5/8 in \ 12 112 in 34 in —� in PLAN SCALE 1/2=1' CERTIFICATKN APPLIES ONLY TO STRUCTURAL ELEMENTS HEREIN ENGINEERED BY GAILOWAY xmVo.es.ea4 Gal.oway ! �:_