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Home My WebLink About05 Site Plansr APPENDIX 9-102.0 SITE PLAN O\OLSSON ASSOCIATES THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. OLSSON ASSOCIATES GENERAL LOCATION MAP Symbol Legend SCALE : 1"=2500' 3" PVC Riser Power Pole Guy Wire Well Irrigation Riser Abbreviation Legend TYP = Typical ELEC = Electric OE = Overhead Electric EL = Elevation APPROX = Approximate TWA = Temporary Work Area II = Invert In 10 = Invert Out TELE = Telephone PED = Pedestal Plan & Profile BMC A Lateral 12" Gas Pipeline & 10" Production Water Pipeline BMC A Pad To BMC B Pad Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West the 6th P.M. County of Garfield, State of Colorado. Quantity Summary Item Description 1. 12" Gas Pipeline 2. 10" Water Pipeline 3. Area of Disturbance Quantity 1,844 If +- 1,844 If +- 2.2 Ac± Project Map SCALE : 1"=500' GENERAL CONSTRUCTION NOTES 1. Pipeline installation, inspection and construction shall be in accordance with the "Standards for Pipeline Construction" & conditions to all pipeline grading and installation permits on file with Garfield County, including all subsequent editions and revisions. Engineer shall be notified of any conflicts discovered prior to or during construction. 2. Disturbed areas shall be surface roughened and reseeded to final stabilization in accordance to the Construction Activity Permit. 3. Salvaged Topsoil from the work area to be stockpiled for final revegetation. Stockpile shall be protected with silt fence and/or erosion logs around the perimeter of the stockpile. 4. BMP's shall be used appropriately, maintained regularly and removed when appropriate. BMP's shall be installed per Ursa installation details. 5. Fences shall be removed and replaced in kind. Contractor shall preserve and protect fencing and utilities that are adjacent to, but not in, the work zone. 6. Land owner to field verify Temporary Work Areas prior to construction. These plans were prepared under the review of C3 Group, Inc in conformance to the Garfield County Building and Planning Department - Major Grading Permit Application Site ;' _..,rosion Control requirements, and with the adopt , "' �.. ilz . ing Code Section J104.2. Construction means and me Application supporting m considered part of this Scott P Gregory, P Professional Engineer River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 not Project: RVS 06001-58A Index of Sheets 1 2 3 4 5 6 Cover Sheet Key Map Plan & Profile, Sta: 1+00 to 8+000 Plan & Profile, Sta: 8+00 to 15+00 Plan & Profile, Sta: 15+00 to 19+44 Details Field Date: 04-03-17 Scale: 1"= 50 Date: 05-19-17 Sheet: 1 of 6 U rsaOPERATNG COMPANY BMC A - Lateral Pipeline Plan & Profile Cover Sheet Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West 1 ; ±rac• k' tirr m4. ',,, . IPL;isir, iiilt 1 i (<fr 0,,, •y . I .• erClh. e J� GR a .�� ",1 . , r _ . We;t P$ a Way '7" 30- �" r ."-•/ r op 4.„- 1i E3.4 BMC B I'V,yr 7,.1, S ZII Pad ,�, BMCA Pad 18� . .._ r�.1,6-_.. fil •!. t J -'s fir' V r•.nnT ',' GENERAL LOCATION MAP Symbol Legend SCALE : 1"=2500' 3" PVC Riser Power Pole Guy Wire Well Irrigation Riser Abbreviation Legend TYP = Typical ELEC = Electric OE = Overhead Electric EL = Elevation APPROX = Approximate TWA = Temporary Work Area II = Invert In 10 = Invert Out TELE = Telephone PED = Pedestal Plan & Profile BMC A Lateral 12" Gas Pipeline & 10" Production Water Pipeline BMC A Pad To BMC B Pad Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West the 6th P.M. County of Garfield, State of Colorado. Quantity Summary Item Description 1. 12" Gas Pipeline 2. 10" Water Pipeline 3. Area of Disturbance Quantity 1,844 If +- 1,844 If +- 2.2 Ac± Project Map SCALE : 1"=500' GENERAL CONSTRUCTION NOTES 1. Pipeline installation, inspection and construction shall be in accordance with the "Standards for Pipeline Construction" & conditions to all pipeline grading and installation permits on file with Garfield County, including all subsequent editions and revisions. Engineer shall be notified of any conflicts discovered prior to or during construction. 2. Disturbed areas shall be surface roughened and reseeded to final stabilization in accordance to the Construction Activity Permit. 3. Salvaged Topsoil from the work area to be stockpiled for final revegetation. Stockpile shall be protected with silt fence and/or erosion logs around the perimeter of the stockpile. 4. BMP's shall be used appropriately, maintained regularly and removed when appropriate. BMP's shall be installed per Ursa installation details. 5. Fences shall be removed and replaced in kind. Contractor shall preserve and protect fencing and utilities that are adjacent to, but not in, the work zone. 6. Land owner to field verify Temporary Work Areas prior to construction. These plans were prepared under the review of C3 Group, Inc in conformance to the Garfield County Building and Planning Department - Major Grading Permit Application Site ;' _..,rosion Control requirements, and with the adopt , "' �.. ilz . ing Code Section J104.2. Construction means and me Application supporting m considered part of this Scott P Gregory, P Professional Engineer River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 not Project: RVS 06001-58A Index of Sheets 1 2 3 4 5 6 Cover Sheet Key Map Plan & Profile, Sta: 1+00 to 8+000 Plan & Profile, Sta: 8+00 to 15+00 Plan & Profile, Sta: 15+00 to 19+44 Details Field Date: 04-03-17 Scale: 1"= 50 Date: 05-19-17 Sheet: 1 of 6 U rsaOPERATNG COMPANY BMC A - Lateral Pipeline Plan & Profile Cover Sheet Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West 1 Plan & Profile BMC A Lateral 12" Gas Pipeline & 10" Production Water Pipeline BMC A Pad To BMC B Pad Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West the 6th P.M. County of Garfield, State of Colorado. BMC B Pad • Battlement Mesa Partners Parcel No. 2407-183-05-021 F 0 0 Dennis L. Burke Parcel No. 2407-182-00-004 • Dennis L. Burke Parcel .. 2407-181 I1-00 7 0 .ice / Sheet 4 Battlement Mesa Metropolitan District Parcel No. 2409-134-06-001 Orange Shade Indicates Temporary., Work Area 44. 3attlement Mesa .and Investments Parcel No. Battlement Mesa Land Investments Parcel No. 2407-081-00-152 7\ 125' 0' 250' Graphic Scale in Feet 1"= 250' U rsa OPERATING COMPANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58A Field Date: 04-03-17 Scale: 1"= 50 Date: 05-19-17 Sheet: 2 of 6 BMC A - Lateral Pipeline Plan & Profile Key Map Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West I // i � �\\ /� 2 AI �Z A\ \\\ 7/I V /%/// �J \\\\\ / \ /, __-i/ — — \ / / r _ — / —Battlement Mesa — erooansc Sewer / ) ! I \ \ / / I 4III1II: 111Ma _ `�—�co \ / d —f + e►t Line �MC A -Pa — r • _ \ / — — -- rn �to. \ // / i onst. Esmtl _ _ / - —_—� ` .. s. _ — — __ i�E _� +Y • • m °j AA • 100 � o- i►' � s �- ice- a —_ cz_r 7}0� - y -- �' - '- - - - I - - — � - • 2+0o � __ --- topp-/ Proposed Gravel Access r ' r� G — — Road 6— —;r — TAT i �•1/4f '� _nom— — — rrr•_.-611a — — - •nst. Esmt. _ 1.24G"---------- \ ----- \\ \ - m / / / / Esme / /moi _ -_— - --P_ lines 1� — — — — — — — — — — — — — •—t — — _ sin9_-- ---- _ - - — one. Esmt. -. / j / / /i �— �_�>----i---- • ix Easter -V25 -of -the--- _ — — — — — __— See __ _— _ —_— — _ \\ �� \\ \ _------ ---- --� —�------------- -- j/ •i /�tiOfjinCl entjerTine6# —� _—�W]SVSL�t10naSe�� / jam/ / /Al'£}rl — — — ` _ 5120 — — — _ — _ — / / / — // // /C6,f s etf• --�Irl�nt-- — — — — — — — — — — — — — — — — — — __ —_ _ — \ --- \ \ \� \ \�------------- -1-2"-Gas—and 10" ��////�//////i/ — ___ -- -- __-------- ---- _ —_— -- - /// / // i� — — = — — — — — — — _ — t _ _ _ — — — — _ _ _ __—�_ i / / / / - — — — — — — ��\ �__ ------ — zN __5130=--_=__-- ��/ice///iii ii%_ ______—_ =____------- _ ----- �� 140_ 5 —_— // /// -ti _ ______ _ �� \ N \� =_-_------_____—_ ____ X150 =/,�/ /ij/---13,ttl%net'' ��N�_--- --_ — ----- 1 _--__ —___-- _—_—_ /-�-/// �larr,.y�s�ents —_-- ---- �— _ ,5---�/ __ \��\--- _—__—_—___—_-- N. 5 _______—____- -_-- _-_-'__----� i/// -/i/ //ji'�� \ I__ _ _ ____ _________ %�� \ ~----� —�� \ �� ___ _ ��;__---_ —�� 1'10//-//---// _—_ ________—� / 5130 - 5125 ---- - - ---- -� 5120 Sta: 7+60 Gium 30" Sewer Line 511 `� — — — - — — 4.0'min Proposed TOP ontractot crossing verify -' — r 5110 - 5105 5100 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 f\--.41, oii Ursa O PERATING CQMPANY 25' 0' 50' Project: RVS 06001-58A BMC A - Lateral fail River Valley Survey, Inc. Graphic Scale in Feet 1"= 50' RS 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Field Date: 04-03-17 Scale: 1"= 50 Pipeline Plan & Profile Construction Layout Drawing Ph: 970-379-7846 Date: 05-19-17 Sheet: 3 6 Section 13, Township 7 South, Range 96West of Section 18, Township 7 South, Range 95West S 8"Foroe Main lines Sta.9+08 ctor to verify 15+00 •... / -o \ \ Twin 96"� Ive' sSt C' itractor to veri \ \� River Bluff Road 100 Right-of--Wa 5160 / /— / Z _Dattlement Mesa Partners Tom_=_—_ —\ \ / 5145 5140 5135 5130 5125 5120 8+00 / —71 8+50 9+00 9+50 10+00 10+50 25' 0' 50' Graphic Scale in Feet 1"= 50' 11+00 11+50 12+00 12+50 13+00 5145 5140 5135 5130 5125 5120 13+50 14+00 14+50 15+00 Ursa OPERATING COMPANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58A Field Date: 04-03-17 Scale: 1"= 50 Date: 05-19-17 Sheet: 4 of 6 BMC A - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West 30" Waterline Contractor Sta. 9+48 - to verify 7— / / 2" Contractor Waterline Sta. 11+55 to verify 3-8" Force Main Sta.9+00— Contractor to lines verify Twin 96' Culverts Contractor —. — ata. 1 U1 -,ib to verify 2" Waterline Sta. Contractor to 8+66/ verify 1 _ \ \ / — — Existing Grade 4.0' min ,- --- �-/ � 1 , Ft.+- End Bore Sta. 12+26 - Begin Bore Bore 406' Lin Bore Profile to Be Designed By Others Proposed TOP Sta. b+32 8+50 9+00 9+50 10+00 10+50 25' 0' 50' Graphic Scale in Feet 1"= 50' 11+00 11+50 12+00 12+50 13+00 5145 5140 5135 5130 5125 5120 13+50 14+00 14+50 15+00 Ursa OPERATING COMPANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58A Field Date: 04-03-17 Scale: 1"= 50 Date: 05-19-17 Sheet: 4 of 6 BMC A - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West Battlement Mesa Partners Storage Area Chain -Link Fence �c> •s BMC B Pad 19+44 •o, t. nst. Esmt. 12" Gas and 10" Production Water Pipelines propertY Lin Dennis L Burke 5135 5130 5125 5120 5115 5110 5105 5100 5135 5130 5125 5120 5115 5110 5105 5100 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 19+97 25' 0' 50' Graphic Scale in Feet 1"= 50' Ursa OPERATING COMPANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58A Field Date: 04-03-17 Scale: 1"= 50 Date: 05-19-17 Sheet: 5 of 6 BMC A - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West 7 txlstIng Grade -----------------.........__________4.0'min --- ______ _____ — — E nd Sta: 19+44 Proposed TOP 0 5135 5130 5125 5120 5115 5110 5105 5100 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 19+97 25' 0' 50' Graphic Scale in Feet 1"= 50' Ursa OPERATING COMPANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58A Field Date: 04-03-17 Scale: 1"= 50 Date: 05-19-17 Sheet: 5 of 6 BMC A - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West Recommended Typical Trench Detail Reestablish excavation area with Noxious Weed Free Seed Mix /\////\/\ Sides of the trenches higher than 5 -ft above the bottom of the trench to have a maximum slope of 1:1 or to be shored and sheathed in accordance with OSHA Regulations. 6" of Select grade as approved by the Geotech engineer or 6" Class VI Bedding compacted to 95% Standard Proctor within 2% of optimum moisture. In areas of unsuitable bedding material encountered at grade depth, excavate additional depth as directed by Geotech Engineer. ...................... ...................... ...................... ............. ............. :::::::............ ................... ................... .................. ................. ................. Top Soil - Crowned and disced to avoid erosion and pooling. In trenches deeper than 5 -ft, Native material fill Compact to 85% Standard Proctor. Note: Trench Width to be a minimum of 8" plus — the diameter of the pipeline, and a maximum of 24" plus the diameter of the pipe. Graded Select Native Material. No sharp rocks, organics or trash. Screen rock to 12" or smaller from top of pipeline to minimum 3 -ft depth. Compact to 85% Standard Proctor. Graded Select Native Material. No sharp rocks, organics or trash. Screen rock to 3" or smaller to the Top of Pipeline. Compact to 90% Standard Proctor. Sand Bags for Steel Pipeline CONDITIONS TO ALL PIPELINE GRADING AND INSTALLATION PERMITS FOR GARFIELD COUNTY 1. All work to comply with ASME B31.8-2007 and manufacturers recommendations for steel pipelines. 2. All work to comply with ASTM D2774 for pressure poly pipe installations and ASTM D2321 for gravity flow poly pipe installations. Follow all manufacture's recommendations. 3. Minimum cover over all installations is 48 inches. 4. Properly compacted backfill is required between parallel pipes in a common trench. Provide adequate space between the pipes to achieve adequate compaction. 5. The trench bottom should have stable (firm) soils and free of protruding rocks. A minimum of 4 inches of Class 1 bedding is required under poly pipe. 6. Compaction requirements are 85% standard Proctor for Class 1 and Class 11 backfill (including padding), 90% standard Proctor for Class III backfill, and 95% standard Proctor for Class IVA soils and for all backfill under and within 6 feet of roads. Maximum lifts of 12 -inches for Class 1, 8- inches for Class II, and 6 -inches for all other classes. Compaction test are required every 200 feet until compaction practices meet these requirement. Compaction once established must be spot checked every 400 ft. or when fill materials or processes changes. 7. Padding (shading) of all pipes is required a minimum of 24 -inches around the pipe with 12 -inches of padding over the pipe. Padding particle size of no greater than 1 1/2 -inch for a 10 -inch to 15 -inch diameter pipe. If the pipe is 16 -inches or larger, the 2 inch maximum particle is allowed. Inspection Reports shall be completed to verify the above specifications. In addition the reports shall show: • Name of the inspector, date, time on site, and weather; • A description of the work in progress; • Summary of conversations with contractors/others; • Summary of sampling and testing activities; • Verification of pipe material, grade and alignment; • Observation of pipe installation, placement of padding and backfill materials, and trench excavation methods; • Verification of proper pipe storage, handling, and installation procedures are followed; • Copies of all pressure integrity, non destructive X -Ray and compaction test; and • Pictures to document the construction. Stormwater management plans require routine inspections during all phases of work every 14 days and after a precipitation -related even 24" Steel Bore Detail Install spacers/skids as necessary 24" O.D. Steel Casing Pipe w/ 1/2" Wall 12" I.D. Steel Pipe Install spacers/skids as necessary N_36" O.D. Steel Casing Pipe w/ 1/2" Wall 36" Steel Bore Detail 16" I.D. Steel Pipe Ursa OPERATING COMPANY RP! River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58A Field Date: 04-03-17 Scale: 1"= 50 Date: 05-14-17 Sheet: 6 of 6 BMC A - Lateral Pipeline Plan & Profile Detail Sheet Section 13, Township 7 South, Range 96West Section 18, Township 7 South, Range 95West