Loading...
HomeMy WebLinkAbout05 Site Plansr APPENDIX 9-102.0 SITE PLAN O\OLSSON ASSOCIATES THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. OLSSON ASSOCIATES ti 6 2 •;, N. Battlement Pasrkway Morrisania esa Rd. it r L. rt e J GENERAL LOCATION MAP SCALE : 1"=2500' Symbol Legend O 3" PVC Riser c-(1) Power Pole Guy Wire Well • Irrigation Riser • Elec. Manhole Abbreviation Legend TYP = Typical EX -UE = Underground Electric OE = Overhead Electric EL = Elevation APPROX = Approximate TWA = Temporary Work Area 11= Invert In IO = Invert Out TELE = Telephone PED = Pedestal Plan & Profile BMC L Lateral 12" Gas Pipeline & 10" Production Water Pipeline BMC L Pad To Tie -In Section 8, Township 7 South, Range 95West the 6th P.M. County of Garfield, State of Colorado 1. GENERAL CONSTRUCTION NOTES 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. Quantity Summary Item Description Quantity 1. 12" Gas Pipeline 3,523 if +- 2. 10" Water Pipeline 3,5231f +- Area of Disturbance Construction Easement 3.5 ac. +- Temporary Work Area 2.8 ac. +- Total 6.3 ac. +- Project Map SCALE : 1"=500' 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- "' �..� Qi>� • in 9 Code Section � J104.2. Construction means and me Application supporting m considered part of this Scott P Gregory, P Professional Engineer River •a ey Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 not Project: RVS 06001-58L Index of Sheets 1 Cover Sheet 2 Key Map 3 Plan & Profile, Sta: 1+00 to 9+00 4 Plan & Profile, Sta: 9+00 to 16+00 5 Plan & Profile, Sta: 16+00 to 23+00 6 Plan, TWA Detail 7 Plan & Profile, Sta: 24+00 to 30+00 8 Plan & Profile, Sta: 30+00 to 35+00 9 Plan & Profile, Sta: 35+00 to 36+23 10 Details Field Date: 04-04-17 Scale: Date: 05-18-17 Sheet: 1 of 10 Ursa M A BMC L - Lateral Pipeline Plan & Profile Cover Sheet Section 8, Township 7 South, Range 95 West Plan & Profile BMC L Lateral 12" Gas Pipeline & 10" Production Water Pipeline BMC L Pad To Tie -In Section 8, Township 7 South, Range 95West the 6th P.M. County of Garfield, State of Colorado Orange Shade In Temporary Work Area, 100 0' 200' Graphic Scale in Feet 1.,= 200' River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58L Field Date: 04-04-17 Scale: 1"= 200 Date: 05-18-17 Sheet: 2 of 10 Ursa COM ANY BMC L - Lateral Pipeline Plan & Profile Key Map Section 8, Township 7 South, Range 95 West 7- ,� / 7 BMe L Pad / / , / // / / / / / 7 / / / / / // 7 / / 7 7/ i / / / / / / J ` '-/ / 7 7 / \/ PC! +41.57 / 7 //— / / / / / / / / / / / / xisting Contours • / / / / N / / / / / / / / / / / / / / / / St X00 / as / cr // / 7 7 0 h m • NIDD / / / / / / / / / / / IApeline/Place✓nent . be Westerly / of Existing tilitie,S / I 8f00 / 50' C. struction E ement / / / / / / Statioping on Edge / of 50'/Constr tion Easement / / / / / / / / / / a: -10+00 / Pipelines to be/Placed ear to tlae Edge ofRoad as�ossible. o6/ // // // / / / ccx / / ) / terline / jT: 4+6 5460 5455 5450 5445 5440 5435 5430 / / / l / 1 / / / / , i Existing Crade 25' 0' 50' Graphic Scale in Feet 1"= 50' i Fxist ©(;raria� i A. 0' (A1 JN) d 0' (MIN) Proposed Too of Pipe Piu ..used Tup of Pipe 5+00 5+50 6+00 6+50 7+00 7+50 8+00 (Jrsa' CQM ANY 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58L Field Date: 04-04-17 Scale: 1"= 50 Date: 05-18-17 Sheet: 3 of 10 BMC L - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 8, Township 7 South, Range 95 West ��inr-t$' .. / \ V / \ \ / / - / \ / / - — \ \ / _ / \ \ / / / / \ \ / // / ��� --_\ \ \ / /---- \ \ \ / / ; 00 / — — — \ \ \ \ / / — — — \ \ \ // ,Sta:10+00=1 I• \�7 pelinest�e-Placedin erly�5'i of the construction Easemot an. near titre Road -ROW as R sibie. \ / // / ��� �— / / / / /i /�� / / --\\ \ \ \ // _-- / / / / \ \ ./ / / — — — — �(0' / J / / v — — / i / / / / / \ \ / Existing Contours _ _ / — — - \\\\/ / 5465 \ \\\ J / /_----- �/ — / / ./ `�� \/ 3 \— / ____ _____ — –\ \\ / /—\ \ \\// --—5D"Canstruction --— �•. �` •— ---- �/ _____ —__\ / / -7\ ,N,,Easement / i/ ----' �`�a`� -- - — — ��. t'TiT: o /i# .' -- +00 -- 14 -----�— ; ., —---��0i---�..''�;.'4 -- �= }snow__ }'u-3 -- � � '/ — _ -- .':.: • .:: •, --� \ �/ -- �� � =:tip..• < \ \��+0� UES =FrXUE — V2„W —moi --- — —xp Y) �y� Ef— — — _ — 2 �E _ — — UE — — — 1i2 S47S — 4. ifw T „W �..._ A J -- — 12 ��� ��� \ — Property / Line ROW L Stationing on Centerline _ / �— — 12"W —2"W of 50' Construction Easement 50' Construction — — — Easement Drainageik Easement 12" Water Drainage Line Structures i — N — — 8" Sewer — . �,,° Ia"snce Parkway ——___—_-- 25' fa/ 0' 50' Existing Grade Graphic Scale in Feet 1"= 50' 5475_ 5475 — __ — ____ — — — — \ / 5470 — \ 5470 / — 7 ^.^';MIN) 5465 / 5465 \_ / / Proposed Top of Pipe 5460 5460 5455 5455 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 (:\ it, n Ursa M OPERATING COMPANY Project: RVS 06001-58L River Valley Survey, Inc. BMC L - Lateral pi\s 110 East 3rd. Street, Suite 213RI Rifle, Colorado 81650 Field Date: 04-04-17 Scale: 1"= 50 Pipeline Plan & Profile Construction Layout Drawing Ph: 970-379-7846 Section 8, Township 7 South, Range 95 West Date: 05-18-17 Sheet: 4 of 10 / / J / / 5465 Existii Gontours '1a:10+00-16+00 lines -to be Placed in-th Easterly 2' — — — — olthe construction Easement -arid asitiearJo the Road ROW a's Possible. Sta 16+80\ Bee in\Bore Approx. 860'\\ X,.0 \ Drainage Structures c•� 2'"N Water Valve Public Service Co 0 Easement 10" Sewer. Prope y/130 ine 12" Waterline / \ / 4 / F)/sting Grade P roposed Top of Pipe 10" Sewer ne Crossing 191-25 Contractor o Verify Depth 7 7 25' 0' 50' N Bore Profile To Be Designed by Others 7 7 N N 7 7 Graphic Scale in Feet 1"= 50' •50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+ (Jrsa' CQM ANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58L Field Date: 04-04-17 Scale: 1"= 50 Date: 05-18-17 Sheet: 5 of 10 BMC L - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 8, Township 7 South, Range 95 West ` \ \ \ \ \ \ — J \ \\\,/ /,_ \ \\\ 7 N_ �' / / �/ / \ \ \ \�— \ \ J / / i / / \V / /, / /� -� / / / / JI // /// / )I _ 7/ 1/ \\ / / — — — — / /' 5470 / / -- I l ,7- / / 7 7 7 / \ / _ 7 \ 7- �\ \ \ \ \ 7- S.� \ \ 7- \ 7 Nom/ I 7- \ 7 \ \\ J I\ \\ \ \\\ �\\\ \ \ 7A�� 5'3'Cantruc� �aeni@nt \ 7- Sta. Bei App`s 12" \CVaterline 2"14 \ 12" Waterline I PaCk,Nay symocel Drainage Structures 8" Sewer Line II II II I 11 7 7— — 7- 7- 7- \ 25' 0' 50' Graphic Scale in Feet 1"= 50' (Jrsa' CQM ANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58L Field Date: 04-04-17 Scale: 1"= 50 Date: 05-18-17 Sheet: 6 of 10 BMC L - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 8, Township 7 South, Range 95 West • • i Existing Gradc / 4W (MIN) ti Cont sewer line urossin 3 mictor To Verify Dept -i 25' • / / / • Storm Sewer lip Contractor To e Crossing crify Dcpth 0 50 Gr phi i" - • Proposed Top of 'ipe l 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 28+50 Project: RVS 06001-58L Field Date: 04-04-17 Date: 05-14-17 29+00 Scale: 1"= 50 Sheet: 7 of 10 Ursa M COMPANY BMC L - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 8, Township 7 South, Range 95 West ll. o Drainage and Uti ity �Eas m n N \ \ PowierP --; '\ \ Z N N N � I � �` � I toutititligilligilltillti 11 11►�,IIII . .. .. I....h i I I ali N � � IIIIIEnd BogehiII 1I IIIII II 6. II �� IpI [I�Iri,IIIIII��L�.I .� -' G. �� r� � �I �,'� l��l l o l l I 'SSS \ \\ Pipelines to �s �ssible to the laced as Close ting Pipelines in Place\ -._.,32L0_0_ rainage and Uti Easement East Battlement Parkway Property / ROW Line Drainage Structures 5560 5555 5550 5545 5540 5535 5530 5525 5520 8 Sewerline see i i 4.0' (MIN) / i Existing Grade Sta: 30+83 Gas and Water Pipeline Crossing roposed Top of Pipe Sta: 31+33 Underground EIPrtri Crossing / Bore Profile To Be Desi 'fined by Others 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 5560 5555 5550 5545 5540 5535 5530 5525 5520 33+00 25' 0' 50' Graphic Scale in Feet 1"=50' Ursa COM ANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58L Field Date: 04-04-17 Scale: 1"= 50 Date: 05-18-17 Sheet: 8 of 10 BMC L - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 8, Township 7 South, Range 95 West N ;plop III II III .111�IIII��IIII 111 I I�I�!, IIIIIIIII I� ��' � IIIIIIII111111 1/ki'L/#I/iii/iiIL/'SI �� ISI �i��� III S.. . �ill,.lill�l►II i 1 i. _ v Sc --Existing Contour 6 \ \ \ \ Pipelines to as Possible to ,L34+00 • \ 1 I Plaed• � � — exist 1 1 1 1 1 1 1 �1 —� ��►L�`e►I111 �, ,111 �: ��s���-1111111111;i111111111111111:1111:11;11111111 �I':�i�ii■.. ■■■��[.,IIi�I111r�R�dl;�..�.,,vi�_t, . y .. _. �s -1 i -,��1 �I����I�I1�r1� 1� 11rrj� �� j� �� I�,1� 1 �� � _ ` — • ►x.,!1111 11111 i1 1 .£ ff!„ 11 111,,,,1 �r i �I x11 I 1 �� II a '' 11 klith1 , 1 \I s losgg g ip$lines �n Existing 16" Gas and 10" Water Pipelines — 4.0 MIN) a. Tie In to Existing Struc ipe 31+00 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 5565 5560 5555 5550 5545 5540 5535 5530 7VJU 36+00 36+23 25' 0' 50' Graphic Scale in Feet 1"= 50' (Jrsa' CQM ANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58L Field Date: 04-04-17 Scale: 1"= 50 Date: 05-18-17 Sheet: 9 of 10 BMC L - Lateral Pipeline Plan & Profile Construction Layout Drawing Section 8, Township 7 South, Range 95 West 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. ...................... ...................... ...................... ..................... .................... .................... .................... ......... „3011017/'1017 ................. ................ . ............... .. ................. 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 I bedding is required under poly pipe. 6. Compaction requirements are 85% standard Proctor for Class I and Class II 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 I, 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 11/2 -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 s � Install spacers/skids as necessary o 24" Steel Bore Detail 24" O.D. Steel Casing Pipe w/ 1/2" Wall 12" I.D. Steel Pipe Install spacers/skids as necessary 36" Steel Bore Detail 36" O.D. Steel Casing Pipe w/ 1/2" Wall 16" I.D. Steel Pipe Ursa OPERATING COMPANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Project: RVS 06001-58L Field Date: 04-04-17 Scale: Date: 05-10-17 Sheet: 10 of 10 BMC L - Lateral Pipeline Plan & Profile Trench Details Section 8, Township 7 South, Range 95 West