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HomeMy WebLinkAbout1.02 DrawingsMay 2012 Appendix A Drawings Parcel Plat of IRMW LLC Property Exhibit Map of IRMW LLC Access Easements. Site Plan Sheet 1 of 3 Plan and Profile Sheet 2 of 3 Transfer Bay/Drainage Plan Sheet 3 of 3 Fire Tank Storage Plan Sheet 1 of 1 Geology Map (1" = 100') Assessor Map 6 Limited Impact Review Appendix A [This page was left blank intentionally.] N UNITED OF AMERI 2393353000 KENNEDY MjCHRE1 �93�,p 354000,24 HUGHES, RANDALL KENT 229L3.35400-030 SCHLUMBERGER CARTER & SOPHIE 239335400046 HENEY, RICK! LE & GLENDA EL! A5 239335400034 DILLA, VICTO FRANCES M 239335400047 CARBONDALE,, TOWN OF 239335400035 ROARING FORK TRANSPORTATION AUTHORITY 239336300018 IRNA; LLC Parcel 1 IRMWLLC Parcel 2 CARBONDALE TOWN BOUNDARY 4 I 4 4 ASPEN CRYSTAL RIVER ESTATES LLC 246302707006 N COFFAKAN, REX IALLEN REVOCABLE TRUST & COFFMAN, ✓ ANN C REVOCABLE FRUST 239336321001• ._ L -'"'N-..., ....I' LL6 NN QAL14 239 3ECI CARBONDALE CORPORATION 246301300043 200 )03,110 ,DOE CARBONDALE CORPORATION 246302100011 200' Offset Owner.. CARBONDALE CORPORATION unless - otherwise noted GRAPHIC SCALE 100 200 4-00 800 ( IN FEET ) 1 inch = 200 ft. i SCHMUESER 1 GORDON 1 MEYER ENGINEERS 1 SURVEYORS SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 Glenwood Springs, Color do 81601 970) 945-1004 FAX (970) 945-5948 Aspen, Colorado (970) 925-6727 Gunnison, CO (970) 641-5355 MR' Transfer Station ion Garfield County, CO MA41- REVISION AVE BY Ownership Exhibit Map Jab No. 3011-414001 Doom by: RW Dom 0 12 1 tW .. RJ_ IRMW Okl,�£RSVP OF 1 J LAND SURVEY PLAT OF: IRMW PARCEL 11 A parcel of land situated in Lots 12,14, & 15, of Section 35, Lots 15 & 24 of Section 36, Township 7 South, Range 88 West of the 6th Principal Meridian, Lot 4 of Section 1, Lots 1 & 2 of Section 2, Township 8 South, Range 88 West of the 6th Principal Meridian, County of Garfield, State of Colorado SHEET 1 OF 1 OPtJr04ax UM Text ill[ eLMraO .116111 61 N4YOeW W Wed 12 Nao'mm°w saw - L3 N t1'aC00'"W 15p.9a' 4 NAram. W 110.57 u Ntror707w soP.00` u V741311tW 104..07 LO St TY OCCW USAF 44 IItrIS nl TIM! 03 Ntram W 15.07 613Nf' 07W 100.07 331 _ aaaSSYW 0637 333 NN'1OT0'W 109E us sea -WW1 ower GRAPHIC SCALE vIcxp4rr MAP SCALE YeaaN Ou` 4l 'WW1 lInd, . SW h. n4i5' "ra `�y�• gtEot4mtittrep y r,.y,ey-y+_RE ASO Rtc4looc �1 �mt, TC � r.yY, 4OGr hT]r '��Nr ewEs 3RMW PARCEL It PROPE8Ty0E3c9IPT10N w I 2 or -4/4,439 8-.11 600,9 �lt. a A*. A parser of rand situated in lots 12, 1a as 15 of Section 35, Townohlp 7 Sane, Steve 041 West due fah Princess! Meridian. tots 15 6 14 N Seedy 36, Township 7 South, flange 88 West of the 6th Principal Meridian, Lot 4 or Section 1. Township 159,8h, Penar89 West of the 60h Pdnopll M nod an end int 1 of Senl';on 2, Townships Saud., Range al West of the 6111 Principal Merldlan. Gerlleld Co*ly, Coto -ado Sall parcel of land being more particu-tela dej'.btd as follows; Half nowt al the northeast boundary comer of Government lot 4, Section 1, %sa mh"p 8 South, Range 88 West or Meath Principal Mendl.n: manumented by a e,4 lobar and r ,uminum sap 1.5.078643 properly merged and found In place; thence 3.'1141E along the easterly boundary of Laid Government lot 4, a distance of 8629 feet to a print being the nointentsor boundary comer of that parcel of rand described in Rook 967 4 Page 7770! the Gerfeid County recordsr thence along the northerly bounden, of said panel of Tend recorded an Book 967 at Pale 777 the following four 131 courses - 11 5 39'3612W , a distance 00 521.68 fen; 21 S4301.8'00`W„ a distance or 1,20366feet, 31 N 88`27'01"W., a df tance of 360.00 feet thence leaving foul northerly boundary of said parcel of land recorded in look 967 at Pig e777 Usenet N.3815'00'E, a distance of 130.00 feet there 9,46'0V6,0W., a distance 0 444.90 feel; thence N 45310'40'W., a distance of 50.00 ren; therm 1e_9d'00 d0'W,. i distance or 6000 feet; thenceh1.78'oO'0rW., a distance of BUD feet thence N 83`30'00'W a distance 53130.00 feet; thence N.711'8707W., • distance of 100.00 feet, thence N.76'25'001W., a distance of 190,00 feet; there N.72`3O'90"1y., a instance of 175, 4feet thence N15'15'1:01E, admance of 75.00 feet, thence N.70'01700'W., a distance of 71.00feet. thence N P-o007W., ei distanced 190-0ofeet thence N.44 -55&,9-W., adiyvnce of 54.45 leer 10 a poen Or the southerly Righted -Way of the Denver E Rio Grande Rel(road-Aspen Branch es d&F,ed on IM Carbondale 5egrnenl R.'.vad Rlgnt•of•Way Survey preformed by Tarnsworth Ceroup for the Roaring Fork Ironed Authority, thence along fold southerly Rightee Way 5.07`34'421., a distance of 673.00 feet to a point an the southerly boundary line of portion the J.W. Campbell & M. D. Campbell Clams Pmdodine Lots 12 & 13 or Section 35, end lot 15 of Section 36, Township 75oulh, Range 88 West of 6th Prsncipa Mer+dsn] also being a porn MI the northerly boundary of Glvernmem Lot 14, Section 3S &. Township 7 South, Range 83 Went of the Rh Pnnc.laa Meridian monumened baa found 46 lobar and 3 tie Inch aluminum iR.F.T_A. Right -of -Way) cap 4.5 016401; thence 0Yng said SWtheny 64054307 oftaidClam tines re89'17'SS'E , e distance of 1,637.67 feet W a point on the said southerly Right -of -Way manumentnd bra found 06 mbar and 1114 inch aluminum IRF.7.4, Rght.of' Wayl cap 65. 016401; thence leaving IM voutherty hwndary of old Claim *'e, N.38'52'34`E., aura said mannerly Rightof-Way a d3tance of 40-48 feet toe point on the westerly bourbary or a parcel of land deur •hod n Book 513 at Page 615 of the Gerfacl County records; thence leaving said southerly Right -of -Way S.IX1'00'001., along the boundary of sad ow cel of rand descrbod n 8006 913 et Page 635 8 distance of 399.73 feel; thence continuing along the boundary of said parse/ or land deo nbed In aqua 913 al Page 535 SS2"323$"E, a distance of 713.34 feet to point being on the noilhefty boun0013 or Government tot 4, Section 1, Township 8 South, Range 88 West of the 60 Principal Meridian; Thence 00011.00ng along the boundary of said cartel of tend described .n 0ooli. 913 et Page 631 and the northerly boundary of said G.vernoren1 Lot 4, 569'31'S9'4., a distance 0f 38..08 feet to the mart beast 6eundery corner of said Government tot 4, the pant of beginning; Said parser M land ca11.1.1 AA 35.314 aeras, more or less COUNTY OF GAAFIELD STATE OF COLORADO Pea. accoaoei1'v COW. wor muraMO MI eat MP d. screw wow son Mn ornate hes MM. rem. T0lint .14W tOU FINS' MON. SLIaalrtc, We4lvwruer641e471:111 (91,01.1.7104a1 17111.40N1010AC IN TincunT,W1015Tl" IN pen oraserei anav WNW W Ates NOTES 11 Date of Survey. September 2043. Updated December 3011. 2) Date of Preparation; ADI.2012, 3] 8405 of 8Rarhar A beenng of S 69.32'08" E Sections 35, Township 75oulh, Flange e,8 Wes P6 mbar with a 113' alum mum sap L.5 23641 6th PM. and Sections 1 i 2, Township 6 South,lenge 86 t or the 6th 0)4,4 004.. SGrTNFRtr a41fyf14RrpF rim �ns'FEN 000FRTA. St1a'g[ TO OIL 411111144. ilk. rrRot47Nnwtrn coo 4 ecu cO u Asa IEUP 40010 320 aA0g 30 between the forJnd a6 R6ar with a 7' alpmlmlm MipN N0. 209477Up rap Ls. l.srl7 marument,ry the 1/4 carer d Mu 1 No Fib West or She 6cF.FM and Section Township BSoteh,Range ea Writdthe 6th PM. and the found mlMumenlang the common Winer for Sections 35 $ 34 Township 75puth,'Rar�gc88 West oche ey Wn tE�a owtrta C421 tc�iya.�,,�.1��Rnt, *p E]16014114MER E Av 0094,0.—eLy, 'fi axm7axiPperER14E 0^vrs'Io, nal' ail 4507011!ArmLC �' aWyy • 0%biMq W47L0'2L E m rri.n CMERa4ap Ur0.rr1' I,e% Al Daus of Survey;, the United Slates General Land Office D15.6.L0.1 Survey Flat accepted by the United States Sunslvr Generals Office on November 8, 1885, tiro Sppplementel Ol,grare el Veins es accepted November 16, 1869. the Supolmueot Diagram of Cairns as accepted March 31, 1991 a11131 within Township 7 South, Range 88 West of the 60 p.m.: TMk16G-L6..1 Supplemental Diagram aC4im1 as accepted 0n Mares 31, 1891,.11w IU.3.G.L0.1Supp*emeatel Diagram or Claims n accepted on January 75,1890 hothwRhes Township South, Range 8A Weft of the 6th pine boundary surrey map prepared by 0.8.B.N_4 for portlon of the el eslanik Ranch within Sesten 2, Township 8, Sarah Range 88 Weft of tea 6100. P -M. deed Mery 16, 1980, The Railroad Right -of • W ay Survey 0E The Cartnndab Segrrler.1 being a porton of The Forme, Denver & Rio Grande Railroad. Aspen (french preformed by Far n}worth Group for The Roaring Fork TrarW5 authority dated December 28, 2007, venous documents of record and the 4r0ey movements fond in place's shown. 31 This sundae does not constitute a ode search by Seer's E-fiIneering, LLC 110) to determine ownership or easements of record For all Irdemalion regarding enamenn, rights of way And/or title of record, 5E relied upon the above said k formitt3n described innate 4 and e.e Title Work prepared by Land Title Coate Mee Company, Order No AaC63007007, Dated March 14, 2013 6) The North portion of this property is subject to a deed between Robert 0. Sewell to Mid-continent cow & Cckr Co, recorded in boot 277 page 175 al re4e4tasn n0. 166745 which excepts and reserves an easement and right-of-way for en existing cattle crosses: overt'@ railroad right -clew, on the East side to a palm to be des ignated By grantor on the West grantor also eacaptx and reserves the r1461 to use 1 tract of land not exceeding 1 ave In the Southwest corner of the tract corseyed wish other onsmse rat pertaining torWd0ay1, fr,ca'6 wear & rumoring rights. SOPRIS ENGINEERING - LLC CIVIL CONSUL 502 MAiN STREET, SUITE A3 CARBONDAL.E, COLORADO81623 {970) 704-0311 SCPRISENG@SOPRISENG.COM r ACM* CABEhENr 404095 AM suRCE11 roe TE ae7EM 714 WSW PARCEL ra, M eer10F e[.CIge 1.104 1N1 AMOB011gAy PMCOL k few THE 10NLTI7 OF MN N CE11 lAN8 SURVEY PLAT CERTIFICATE I hereby' state that this Land Surrey Plat was prepared by Souris Engineering, 11C 13E110 PROW IL LLC a Colorado hilted Ioblecy company. 1 furthermore state that there are no encroachments upon the desclbed premises by Inrpry emonts on arty adju1ua.g premises, 0aept es imputed and that there Is rip 3 evidence Or Ilan pf airy vestment crowing Or la nNolna any Pal of u6* Panel, 40[0.0 as noted i furthermore state that tis , �erx to reservations. restri4t4m, emmenia and eamenrencsof wore.r'm pleas, Mark S Bet L1J*0i411 11 EXHIBIT MAP OF: IRMW LLC ACCESS EASEMENTS IRMW TOTAL PARCEL AREA 4,152,705 sq. ft. 95.333 acres triv CENTERLINE RAIL ROAD RIGHT OF WAY 2223.97' A parcel of land situated in Lots 11,12,14,15,16 & 17 of Section 35, Lots 15 & 24 of Section 36, Township 7 South, Range 88 West of the 6th Principal Meridian, Lot 4 of Section 1, Lots 1 & 2 of Section 2, Township 8 South, Range 88 West of the 6th Principal Meridian, SHEET 1 OF 1 FOUND #6 REBAR & 2" ALUMINUM R.F.T.A-R.O.W CAP L.S. 16401 (TYP.) T15 ION 35 REBAR & C CAP (TYP.) S 87°34'42" E 675.00' ACCESS EASEMENT— ACROSS IRMW PARCEL I FOR THE BENEFIT OF IRMW PRACEL II b`mow %11 N 89°17'55" W --CL 30.0' WIDE ACCESS - - - EASEMENT ACROSS IRMW PARCEL II FOR THE BENEFIT OF IRMW PRACEL I #5 REBAR & 1 4" PLASTIC CAP LOT 14 L.S. #28643 (TYP.) SECTION 35 TOWNSHIP 7 SOUTH RANGE 88 WEST BASIS OF' BEARING 444.00' SECTION 35 100 GRAPHIC SCALE 80 MD 400 FOUND#6 REBAR& 2" ALUMINUM R.F.T.A-R.O.W CAP L.S. 16401 (TYP.) Lei ko mm Z 00 UU L.0 w cn u) 1637.67' FOUND #5 REBAR & 14" PLASTIC CAP L.S. 15710 FOUND #6 REBAR & 3 4' ALUMINUM CAP IRMW PARCEL II L.S. 28643 MONUMENT RECORD 1,538,266 sq. ft TO BE FILED 35.314 acres SECTION 36 I IN FEET) 1 Inch •100R i- 1 N 88°52'34" E 40.48' 0 O 0 0 (1) Cr) N -- SET #5 REEL 2" ALUMINA LS. 28643 LOT 24 SECTION 36 FOUND #5 REBAR & PLASTIC CAP L.S. 19598 N 89°32'08" W TOWNSHIP 8 SOUTH RANGE 88 WEST °46'14" W Z54, BOOK 967 PAC.F 777 NOna: AOmTENG TOCOLORADO LAW YOU MAT CONNENCE /NYLEGAL ACTION DARED UPON ANY DETECT N MN SURVEY'WIINN TWEEYW6 AFTER MOD FRET DISCOVER SUCH DOER. IN ND EVENT MAY MIT ACTION FEA16fRQA1111k WM OF CERRIUTDN SHOWN MC12.1EDTAMDIlET1w TEM N8 FOUND #5 REBAR & 14" PLASTIC CAP L.S. #28643 (TYP.) 838.34' 27'01" W .QQ 0^y 4b 360.00' v 1198.34' -4 v SECTION 2 SET #5 REBAR & 2" ALUMINUM CAP rn' 141n .14CSOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-03115OPRISENG@SOPRISENG.COM DED AD SECTION 1 FOUND #5 REBAR & — �, ti) 14" PLASTIC CAP n n L.S. #28643 (TYP.) O 5 80°30°0" 14 n ? 1201.66' A S 89°36'52 525.68 7 BOOK 967 PAGE 777 G. 12,11 t1 11,-,1 YMW.b!Nri4': ge‘01 Re1\30X Sub\Sl 5188 5F 4047 5F 275 SF 420 5F 42873 SF - 228 SF 1843 5F 1843 SF TOTAL: 56,657 SF 11868 SF 3472 SF 12775 SF 6894 SF 5156 5F 1935 5F 4797 SF TOTAL' 46,839 MAPPING SOURCES 1. SEPTEMBER 2007 L/DAR TOPOGRAPHY, PARCEL BOUNDARIES, LEGAL SURVEY AND MSC. DETAIL TOPO BY SOPR/S ENGINEER/NG DEC 2011 2. GOOGLE EARTH AERIAL IMAGERY 9/22/11 3. INFO FROM PERSONAL INTERVIEWS WITH IRMW GRAPHIC SCALE 200 IRMW TOTAL 4,152,692 sq. ft. 95.333 acres 4BUILD1NG5 8) OFF7CE AND 0 TRANSFER STATION ARE THE ONLY BUILDINGS TO REMAIN. OTHERS DEMOS OVER 7/ME NOTES: PARK/NG /N GRAVEL AREA SHOWN FOR DIMENSIONS ONLY. (WILL NOT BE STRIPED) ( IN FEET ) 1 inch = 100 ft. i TRANSFER/RECYCLE CENTER PROPOSED SIGN r EX 24" ULVERT B/KI E PATH ^.^r/CJdRGE 18 CULVER EX CULVERT IFX 15" CULVERT COUNTY ROAD 100 NS/TOR/EMPLOYEE PARK/NG 9X20' (IVP 26 SPACES SHOWN EOR OFICE S. TRASH TRUCK PARKING 32 - 10X28' SPACES SHOWN 1 x":-LL X �" — — --�: u ABANDONED WELL VER' - ' F%/ �I 2 HC SPACES (VAN ACCESSIBLE) ` � IC�-cRiEH/wi p NG SEPTIC SYSTEM A EXISTING WELL EX ASPH S�\‘‘ �'4,G� ',NG ...2:‘,2 \\� � / BUILDING© \", \ 12X80' SCALE . � E \ END OF ..✓// � \ \ > ASPHALT LT \ �/ 1 " NOPE TO CONNECT / CLEAN DITCH FROM TO EXISW R/PR9P TO EX/ST/N W/BACKFLOW PTINGR R /RMW / CULVERT /I_W 41111t IRRIGATIGN--� ,-T0 CONNECT TO EA'/STING IRRIGATIQ STEM - RIO GRANDE TRAIL ASPHALT PATH PROPOSED DRIVEWAY E —E •MSN OOHO• .•••••••• 6250 _ O EX/ST/NG PARKIN 1) / No O A:, J TT -T- _ - FUTURE REAL --E E_ __.--&•—",..-__......7 /1/ © EX GRAVEL 0580— E��E_ / // EMPLOYEE PARKING /. R'�T- ' 9X20' (TVP) 34 SPACES SHOWN ► rR. �' 4.1-1,4 _ 'RI V - - 7,..„,,,E,LEAN D/TCH FROM HIGH PO/NT ' Pi TINLEJ DEPTH 18" W/ 2:1 .. SIDE SLOPES 1 RELOCATE EX 25K GAL TANKS OPR/S IRMW / TO MA/NSW EXIST/NG DIVERSION D/TCH. /60.00' EAS EME 4- 25,000 GALLON TANKS TO BE BURIED. CENTER OF TANK TO BE AT ELEVATION 6.307 IRMW II" 1,538,266 sq. ft. 35.314 acres - (INDUSTRIAL) PROPERTY TINE PROPERTY LIN— PRELIMINARY NOT FOR CONSTRUCTION SCHMUESER 1 GORDON 1 MEYER ENGINEERS I SURVEYORS SCHMUESER GORDON MEYER I 1 8 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 GUNNISON, CO (970) 641-5355 MRI WASTE TRANSFER/ RECYCLING CENTER - f r {j Y 'I1*0,1 Irf mit NUM- BER • REVISION DATE BY WATER TANK REV/SIO 5-23-12 F✓B SITE PLAN [JS9 No. l 2011-414.001 Drawn by.. Dote: WBG 4-10-12 OC: RLM I PE' OK OF F//g; SitePlon.dw9 NUM- BER REVISION DATE BY —r— _ PROPERTY LINE PRESERVE ALL EXISTING TREES. L. EX/ST/NG STRUCTURES TO BE REMOVED FOR DRIVEWAY fXISTI C BIN '' '0..B REM VED' PRELIMINARY NOT FOR CONSTRUCTION 6260 6250 6240 6230 6225 N L.P.STA. 0 +26.42 L. P. ELEV.. 6236.75 PVI STA.0+51.42 PV/ ELEV.6237.31 K=8.68 50:00' VC PRESERVE ALL OELECTRVERHEA/CD—^-' TWO 1500 GALLON UNDERGROUND WASTE TANKS WITH 6" LINE FROM INTERIOR DRAIN WB -67 BUILDING ACCESS-..., 16X20 PROPOSED SHED ROOF EXIST/NG ELECLRIS .. BE REMOVED EX/STING CENTERLINE ELEVATION FINISHED CENTERLINE ELEVATION / / DRIVEWAY PROFILE N.T.S. N UU mm �`� H.P.STA.2+77.69 H. R ELEV. 6253.91 PV/ STA.2+52.69 PV/ ELEV.625341 K=8.33 50.00' VC EXISTING BUILDING (TO REMA/N) E__EEE _ INTER/OR LOADING BAY �CONC. FLOOR AT TOP OF /// TRUCK ELEVATION SCALE. = 20' HORZ. = 5' VERT. EXISTING CENTERLINE ELEVATION FINISHED CENTERLINE ELEVATION N1 � �O b N1 b b ^� b N1 b N1 b N tp N1 �' t0 b b ^7h b V (p tNp "'/2. � ^� b p � N1 �' b ^ hR b w b ^^ h P b yj a. N �O "1 b Pp b h N tNp m :2.,s, ','‘J6 1 P hh b I p of (Np h d' h b h y. h N �O h V' hh b h C 'X /`',',% b N t0 n d' '� b 0+00 0+50 SCHMUESER 1 GORDON 1 MEYER ENGINEERS' SURVEYORS 1+00 1+50 SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 FAX (970) 945-5948 Aspen, Colorado (970) 925-6727 Gunnison, CO (970) 641-5355 2+00 2+50 3+00 6260 6255 6250 6245 6240 6235 6230 6225 E E� GRAPHIC SCALE 20 BO 10 FEET 1 inch = 20 ft. 700' 700' 7SHOULDER- 2% * REFER TO GEOTECH REPORT FOR FINAL STRUCTURAL SECTION MRI WASTE TRANSFER/ RECYCLING CENTER 8" CL 6 ABC 12" CL 2 ABC DRIVEWAY DETAIL PLAN AND PROFILE Job No. 2011-414.001 Drown by: WBG Dote: 4-10-12 00/ RLM PE DK File: S/tePB,,,dwg 2 OF 3 is GRAPHIC SCALE BO 120 ( IN FEET ) 1 inch = 30 ft. G7 EXISTING GRAVEL PARKING —I -- PRELIMINARY NOT FOR CONSTRUCTION 20.00' EXISTING BUILD/NG WALL 11, \ TRANSFER BAY SCHMUESER 1 GORDON I MEYER ENGIN E E R S! SURVEYORS SCALE 1"=10' SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 FAX (970) 945-5948 Aspen, Colorado (970) 925-6727 Gunnison, CO (970) 641-5355 18" END SECTION INV 6246 70X70' RIPRAP PAD 78 THICK 5,0 =12" FILL ALL -VOIDS —W. TOP SOIL -SEED & MULCH WITH CARCO APPROVED MIXTURE 62y6 CDOT INLET TYPE C RIM ELEV 62570 INV ELEV 6253.0 EXISTING BUILDING 18" END SECTION INV' 6260.45 10X10" R/PRAP PAD 18" THICK DSO= 12." 6250 ti 6252. N. y.- 18" END SECTION INV 6251.5 5 EXISTING GRAVEL PARKING h2 APPROXIMATE PROPOSED_— FIRE WORE -NT LOCA TON. -• — —REFER TO SOPRIS ENG. 'FIRE_ TANK STORAGE PLAN" GRADE TO DRAIN MRI WASTE TRANSFER/ RECYCLING CENTER COOT INLET TYPE RIM ELEV 6304.00 INV ELEV 6300.00 COORDINATE WITH WATERLINE CONSTRUCTION 100 0 w CDOT INLET TYPE C RIM ELEV 6261.0 INV ELEV 6255.0 FILED LOCATE EXISTING 62?. CONTAFCTW SCM FOR DESIGN �62g4 MODS, OTHERWISE INSTALL OUTLET A.$ SHOWN. BAFFLED CDOT TYPE C INLET 18" INV. IN 6251.0 18" INV. OUT; EXISTING RETENTION POND NUM— BER REVISION DATE BY TRANSFER BAY / DRAINAGE PLAN CLEAN DITCH FROM HIGH POINT TO INLET'DEPTH 18" W/ 2:1 SIDE SLOPES` .t Job No. 2011-414.001 Drown by: WSG Dote: 4-10-12 OC RLM PE: DK File: S/teP/an. dxg OF \31000,A11174 OE \ 11174 E. -�- -^� ❑(_� ____--r--___)4 -�' �` ��� �� `� - OG'" 1 d- O C — __ S -_-- 1:L-- - __- — -� 4 — ,^ .-- -- — `^' --- ^i` '-'� "` _e o—, v — "- - ' ------ — — V '� -" -` 0 NOTES: , 1. PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESSES AND KIND. 2. IF WATER MAIN IS NOT UNDER ROAD SURFACE, REPLACE TOP ONE FOOT Q- �r C -- y -- — Y --- — 0 ! CR 100 0 OF TRENCH WITH TOPSOIL AND REVEGE TATE. o r VARIES i ^ C j1 V`- p •. r ,.. .� a c'o J �_r- _.'� `J �/ \ A Jo MI O 1 `r `/�� -.� / f -�. _ o a - __/ L._.- �1-::Y � L` lo�1T�\ 4:77,---77-'' _ j Cc_s t �~ l ���. -- ^. .i G„ S V f — J v —� �' 12" CNP.) f DEPTH OF BASE COURSE _— _ � __ N -^ .� n r �„ \ /� I x / ` �-. -�' J ~ `- Cl ^- �U �� `"` l II . lJ I'3"•° TOPSOIL / - 1.0 V �- l - r Q ^ \_ ! •� / _ o SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA 3/ COSH C r- \ pvl-x REOUREMEN TS _ 1 _-_��• s_�� �� M_ - — / = -__ c_______________7.7___________p NO ROCK �.._ VARIES _ _�. --�� --- ti ��_-�. _� �i,� / � _. — _� �- "� �- " i ---" Z -_ moi- _(f��. v_ s __� ---a- �' =/\ ^ _ _Ks _— s i _— —_ --_ — 1 '\ (� \� -�. n Ja s �i -'._ L� _� S l -- �— — ¢ J/ <------- a F ALLOWED =—=_ = Q GREATER / - �o / THAN 6,.95% SELECT MATERIAL COMPACTED TO IF >/ ti _y. ^ c -- ,.- — i� i — —�— __'-- �_ s - - `/ —_ /' —_ — �. _ _—_` -0. _ —. �- r/ v \ \ '/� S `� �✓. ^ _ ��/ r_ , i.i- �` -/ _ -- -- _ �_ / r N �' �j --- / _ i- <_< -- '_ ? I` a -� 0 , _0 ��/ - EASEMENT, COMPACTEDTOROADWAY90% IF LOCATED IN OTHER EASEMENTS, LOTS OR SPACES. CLASS 6 AGGREGATE BASE COURSE WILL BE '-- f _` z , ` ( f4 .f e \ _ // — / r --,0--__ J ' =_ ` ___,.0- Q _ �t—_`�^�.� �/- 7-- 0-0' /° 1 � S -14 •LQ /___ r L, r l c 0- /-/ v ^ ' % p/ �N ^ DISPERSE LARGE ROCKS IN Po / // 0 F of REO'D IF THE ENGINEER DETERMINES THAT THERE IS NO ti v a / 1 r -_ �_,•,_ —_^ �-J / =V l a m 1 j ^ C� �J _ �_J �� y ` J - . _,� \ 1 / >J / \� �l _ •.w 1( .- / / 0 _ �, r :/40..- -30,-.4_, .� r �-- �' v as (/ J J J \ < J��/ I / 7/(Kr' r 1 < _�\\ �I�I 111 j THIS ZONE PROVIDED ROCKS i DO N07 INTERFERE WITH L BACKFILL COMPACTION REQUIREMEN iS. BOULDERS 0 Bc r" SUITABLE SELECT MATERIAL ON-SITE. 1 J �✓ �� \� L- Z ~ / i / / �\ s / �\ (/( f \ \- O I ��t( ��^7l // J / GREMOVED REATER TFROM HAN I BACKFILL / AND DISPOSED OF OFF SITE SOPRIS ENGINEERING, LLC. ICIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 f�5-r \ f IRMW PARCEL�� - -- \1-))-_, / r J_ J CLASS 6 AGGREGATE BASE �, ry' f`� �� t/[1;°/7/ _ 1 T _,°-5 r J( 1/ I �I }� , //////II / \/\ /// NO ROCK ALLOWED GREATER THAN 6" J 95% ST COMPACTED PRD 70 95% STANDARD PROCTOR. \ ✓ \ L5--- -Z__°- '\ _ RT —_-- /2i // / / � D r - / \ l ,J" COVER UNLESS JOINT TRENCH W HDPE THECOVER St Bt 0 18" f `-- -40-2°-----:77°-'\ , J ` — /ice �d / - � _ �� // / �t� TRENCH CROSS SECTION �� l \S V\ �� / I / 1 \ _ (�.� \ J ` - J .EXISTING BUILDING, - J L () ) n, l J N.T.S. l � / 1 � 2' IRRIGATION SERVICE TO CCNNFF��CT SOTuRB \ / TO la EXISTING IRRIGATION SYS7�A7\ J TOP \ \—__\,fx \ 1' HDPE TO CONNECT � 1 f f TO EXISTING RElL--'177 / I J � \.----P ==~\ ^ _ '•I,Q _ *I' \ SFO t` J ,..-1‘,„ 1 ) \ i ,"-- j •- / � j ,or � j�// //// /�////I�/J ILII �� ORIENT PUMPER CONNECTION TOWARDS STREET UNLESS OTHERWISE SPECIFIED. -,,--s----,-� 'V ��� I /�� \` s ��i.� ��l�lyNMI J o �\ ` `� �/` Yim ��/ �r , — :. •5= -270' <----- `�\� f r a\ i-\��� �' \ "� co -� f % �/,-' `\� '� e n/'� try FlRE Y�RANi ^l ISL \ -_=__ -_ 1�\ -=-' U`^' ^"GSS�� ,Ir/� C f //� — `- �- ,-2 r� /%Ka° �� / r,'� /// �� / NOTES: 1. ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL JOINTS OR FLANGED JOINTS_ 2. HYDRANT, VALVE 8, FITTINGS TO BE 250 PSI RATED. 3. ROL YTH YENS WRAP (WHEN REQUIRED) SHALL COVER ASSEMBLY FROM HYDRANT BASE TO WATER MAIN. ❑ N m v�mi __ �/!' �- „— ` r2.,� — l �� W 4. ALL HYDRANT LEAD PIPING TO BE D.I.P. rE 15- y REVISED LOCATION OF STORAGE TANKS REVISED GENERAL CONST. NOTE 1- SPRINKLER SYSTEM -�� �-� ( --_� //� x / J/ �� \'� -- i\��� �' ✓� '7 . - _ \ _ _ _. f J' — — - -� —= // /'' -LZ ^ r Z �l \l -'` Pte\.'. •.: 'i/ - x-----s__-_-------=—,__-// ,,,,___,i.__,/./.--' v -- \ \ �� `_ W -_,I\� -� -_ _\ —// / `` 1 I�rJ y/---,-. \\ �- �� y.,. _= �_ /��' 7 ,_ ______—_—_,_,_—_,----,-,3---� J ) xJ / �- �i�/// /_ / / �j TRAFFIC FLANGE IiiL z Z RECESS TOP OF VALVE BOX 1)8" TO 1/4" BELOW FINISHED 2 j/ 1 = L\ �%// �I / i ` -- ` ---_,,a0; %% // /�i-'K-= —. .�� L.\1�\1�\i �� �jj/^-/��/ ///_ �'' GRADE ^`-��\ r/'�� =_ate_ i/\_//// —� =� / F� �r'`� ��Z\��� // u ,� %; -� a-_h—=`.--� �. �1/ -- __= '= —��/� 7. /-/✓./�\�_� \ 0 ti_'= ��(� ���2fi---- V J // % __A �,� V ���- ^` v C A_^^= . // �� %� /// / f = �(_\ 4-.\-----_,-_,--_ r :'-_ ��✓ �� ,f '-, _ `^ _= J ' _VON_ter :_-__ — //�/ _�_ �/ r \ 1� /! 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GRAVEL MATERIAL .-=--2/7/7-, 7/7-4- j�/// SET HYDRANT ON 8"x 18"x 24" CONCRETE OR STONE SLAB r\\\ - -- /�� PROVIDE A MINIMUM OF (3)-3)4..8 TIE /%/�// RODS, ASPHALT COATED \\\�✓��'�i FIRE HYDRANT SET VALVE ON 80 MJ X MJ X FLANGED xTEE CONCRETE OR STONE SLAB ASSEMBLY IRMW, LLC CARBONDAL, COLORADO FIRE TANK STORAGE PLAN PRELIMINARY DESIGN --\��Q ?\`J� �, ��ti_�� / INSTALLATION DETAIL /=�\\\��\—/���, \\ �1�\\t`)l� moi\ -‘,2,,,,Z---22,‘,�\ ����j//i/, �i%��� ���\ f/��//j�j%//%� N.T.S. �'�--� � ///j% ���. /� ��\� /i/ �,\\ 2,-'-------- A �jam/��//� ��// �\\\\� /7/ % �� -� //1�� -__-=_-------,-,_- if '\--,,,,,,2„,----':'•_%--'' ,/ \�\� \ _-- \ �. /// /%/ �\,, \ \.„..----=:----,7,,__„,..,,,7\�i \�� \\\\ % // ///// //////// / ---_-.---,---_2'`-----=—'-/�//// ////� // //�/ \\ \\ J' / // \ `� TRENCH B tltFlLL /If • COMPACTED Db CC1 �`a GENERAL CONSTRUCTION NOTES: CLASS 0 e 1. THE FIRE TANK STORAGE HAS BEEN SIZED BASED UPON COORDINATION LEGEND \ z«� WITH FIRE DEPARTMENT. 100,000 GALLONS OF STORAGE REQUIRED FOR FIRE HYDRANTS. BOTTOM OF TANKS TO BE AT ELEVATION 6300. STATIC - — XISTING CONTOURUNDISTUPBEID XISTING CONTOUR INTERVAL saL - -� PRESSURE AT FIRE HYDRANTS AND BUILDINGS WILL BE 23 PSI*. 2, 4- 25,000 GALLON WATER TANKS TO BE INSTALLED WITH MINIMUM COVER OF 3 8"DIP — `q ROPOSED B^WATER LINE /. oo ,. L> o•.- FEET. ALL TANKS TO BE AT SAME ELEVATION. 1'000E— 3. TANKS TO BE CONNECTED IN SERIES WITH MIN 8" WELDED STEEL PIPE. — IRR IRR — 4. 8” DIP TO BE INSTALLED WITH MINIMUM COVER OF 8' IN TRAFFIC AREAS AND 6' CALL BEFORE YOU DIGCOVER IN ALL OTHER LOCATIONS. 5. CONTRACTOR TO INSTALL 1 HDPE PURE CORE FILL LINE FROM ON-SITE WELL. ROPOSE01' WATERLINE R000SED 2^ IRRIGATION SERVICE PIPE svecr"os 90106ED FIRE HYDRANT PROPOSED WATER VALVE GRAPHIC SCALE aELISMORELZOK - •0 ' e VNw CALL UTILITY NOTIFICATION CENTER OF COLORADO 6. CONTRACTOR TO INSTALL FLOAT IN TANK FOR AUTOMATIC REFILL. 4p PROPOSED CURB slop WATER PIPE BEDDING DETAIL 01 0 200 1-800-922-1987 J `j N.T.S. 1.00 W. COLFAX AV, SUITE B -3I0 (a) ux v066 OOD. SS n o eDAYS IN00VANCE CALI 2-B( IN FEET ) TornaZ4Z.naliggrige 1 inch = 50 ft. MEMBER UTILITIES \31000,A11174 OE \ 11174 E. 4' Q J �I RMW TOTAL ▪ 4,152,692 sq. ft. "` 95.333 acres Qf 1 GRAPHIC WALE ( !T) 1 Lesli — EL j, 1 • 114° • ��-- •�--�: .}�` —T— Fir—�T Jr alet 1 w ter.,,,,:. � ; y#'fir • • ,ti a l•LII,..JLA 1 Ji �F PRELIMINARY NOT FOR CON TRUCT'ON k Ci 0 002.J ciL 6 SC1-lh1UESER!GORDON 1 MEYER o = I M EE R r4 e u R v e r a R e SCHMUESER GORDON MEYER 11S W. Eth Street, 5uate 200 97731 945 100 , FAAX i5119 5L5594E Aapun. Cdwada (974) 925-9727 Gunneon, CO (936) 641-5355 MRI WASTE TRANSFER/ ,n RECYCLING CENTER ar GEOLOGY MAF ▪ roe/ -44.0,1 Lbw.' l 4-10-12 1 an RfAt Ice ur fYa TINFIascisi Ar ASSESSOR MAP-IRMW II -PROPOSED MRI TRANSFER STATION co W 2 LB HITE z w BAILEY FA HENRY HARRIS REVOCABLE TRUST UNDER HITE, HENRY HARRIS RE REN K & KELLY W M�1I J FNTERPRI III. ± N Gu m•,laou MEMO 12139111 ' CIR . .4.312° qs gaga Nampa moor, ki alp 1470 IN CILO-UMANITIES 411411414411111111111111A ROARING FORK NC & LINDA ILY INVESTME BAILEY FA BLEY FAMILY CO, LLLP LY INVESTMENT 0 LLLP, THE HIG ' OUNTRY STARS RUST AGREEMENT DATED 1/21/75 :AILEY F ENT CO LLP TED MILY INVESTMENT COMPANY OCABLE TRUST UNDER • LAYBOUR GREEMENT DT , ROYAL R & LE. OROSZ, HUG OL K, ROBERT J & MARRA, RICHARDSON, DEANE, DOANE H ER, JAMES H & ERMA J SIMPSO YRNA M FAMILY TRUST ES, CLEMENT F & CHA CK ROBERTF FGO DON, SHE L & LORAINE P THLEE OBER , SARAH MOORE 200 LOTTE & R HUTTON YL F & EA GER XAN K HO, REX ALAN LLY REVOC ECCA R 0 Z g soso ti W s i KIL:Y, GEORGE R & FARL MAYFLY BEN BLE TRUST RANCH AT ROARING FORK HOMEOWNERS ASSOCIATION INC Roaring Fork River USTEES FOR C&C REVOCABLE TRUST DATED 11/13/96 RANCH HOMEOWNERS ASSOCIATIO JACOBSEN, JOHN H NIESLANIK, PAUL R & CELIA R AN, PATRICI was,/ t LEEBINGH VAN DANNY L & JAMES ERLO, CA TR S 0, WILLIAM J & KI HUGHES NEY, RIC UTHORITY NIESL • IK, TIMOTHY M Y, MICHAEL R & TIM & CA IAN M ERDM DACE DE, KU KAPPE IGH HLU BER ND LYN E TSIS, CARRIE ADAM R N 1, VICTOR J LIVIN ERGER, CARTER & A ENT I LEE & GLEN PADILLA, A ELIZAB ICTOR J & F 0 TIANA B m TRUST p -a SOPHIE A IRMW II -Property Proposed MRI Transfer Station ER, RONALD V & STAINT E RGE R WHITMAN, JONA HAN C R TIMOTHY F & SIL:I E & DEVELOPMEN HEN, W MICHA RLAND, D Ca herin z O O COFFMAN, REX ALLEN REVOCABLE TRUST & COFFMAN, JOANN G REVOCABLE TRUST n1 OCABLE TRUST HUNT, J RICHARD & SH -L ARD, DARLYNE M & COLLI NIESLANIK, TIMOTHY M P ON, MARTHAG BLIC SERVICE COMPANY OF COLORA IRMW, LLC EUBANK, DALE, LLC COFFMAN RANCH, LLC ND D LURE, GARY B & SARA H NDEZ, EDGAR & JANAE B MARTI RICA CHAEL & RYAN EZ, DEBRA P & C NIESLANIK LLLP TH, RONALD L A, MARIAA A, CATALINO A CESE 0 DENVER SANTA RUTSA N C OTECTI• DISTRICT L A IUMS RICT, NO RE - White Hill Rd RE PROTECTION DISTRI TED PARTNERSHIP RING FORK SCHOOL DISTRICT ASETTI, DAVID J CORNER HOMEOWNERS LEANN T SOCIATION NIESLANIK INVESTMENTS LLC NIESLANIK, CECELIA L BYPASS TRUST CARBONDALE CORPORATION ASPEN CRYSTAL RIVER ESTATES LLC Legend IRMW II Property Garfield County Parcels 6SGM building stronger communities 0 400 800 1,600 2,400 3,200 Feet 1 inch = 400 feet Prepared By: Rusty Jones -043/19/12 Projection: UTM Zone 13N Source Data: Garfield County, Colorado -GIS Dept.