Loading...
HomeMy WebLinkAboutSite Certifications - 02/18/20140 A,0/-=AAMW� NORTHERN ENGINEERING ADDRESS: PHONE:970.221.4158 WEBSIh. 200 S. College Ave. Suite 10 www.northernengineering.com Fort Collins, CO 80524 FAX: 970.221.4159 Addendum to Final Drainage Certification Memorandum Date: February 18, 2014 Project: 2013 Odell Brew House Expansion Project No. 100-009 Fort Collins, Colorado Attn: Mr. Wes Lamarque City of Fort Collins - Stormwater Utility 700 Wood Street Fort Collins, Colorado 80521 Dear Wes: This addendum letter is provided pursuant to your request to further document the interim volume shortage in the East Pond. According to the 04.22.13 Drainage Addendum Letter for the Odell Brewing Co. expansion applications (PDP120032 and MA130002), the required storage volume is 13,672 cu.ft. (11,118 cu.ft from Odell + 2,554 cu.ft. from Fort Collins Monument & Stone). The volume currently provided (per the 02.03.14 Odell Record Drawings) is 11,881 cu.ft. (2,261 cuft under the pavers + 9,620 cu.ft. in the open pond). This results in an interim volume shortage of 1,791 cu.ft. (13,672 - 11,881). According to recent soils reports (Terracon Proj. No. 20125035), infiltration rates of the native soils range from 0.1 - 1 in/hr for upper lean clay and clayey sand soils to 2 - 6 in/hr for lower sands and gravels. I chose to conservatively use 0.25 in/hr for infiltration at the installed dry wells. There are four (4) dry wells, each 2 ft. diameter by 6 ft. deep. The total flow rate of all four dry wells combined using an infiltration rate of 0.25 in/hr is 0.26 cfs. The estimated time to drain 1,791 cu.ft. of volume at 0.26 cfs is 1.9 hrs. Since the volume in question can theoretically be drained in less than 2 hours, I feel the constructed pond remains adequate as -is. Please feel free to contact me if you have any questions. Sincerely, Nicholas W. Haws, PE, LEED AP NORTHERN ENGINEERING ADDRESS: PHONE:970.221.4158 WEDSITE: 200 S. College Ave. Suite 10 Fort Collins, CO80524 FAX:970.221.4159 www.northernengineering.com Final Drainage Certification Memorandum Date: February 3, 2014 Project: 2013 Odell Brew House Expansion Fort Collins, Colorado Attn: Mr. Glen Schlueter City of Fort Collins — Stormwater Utility 700 Wood Street Fort Collins, Colorado 80521 Dear Glen: Project No. 100-009 This memorandum serves to supplement the Commercial, Multi -Family and Subdivision Certification Checklist, as published on the City of Fort Collins' website. Specifically, it is intended to document the modifications and current condition of the East Pond. Due to the transplanting of several mature trees from the adjacent Link-N-Greens construction site, as well as the presence of buried electrical lines and irrigation facilities, the East Pond fell short of the required detention storage volume when initially surveyed for certification purposes. An alternative design was subsequently developed, and vetted in the field with Wes Lamarque of Fort Collins Stormwater. While the pond was deficient in total volume, it met the requirements for site generated runoff from Odell Brewing Co. The shortage was purely due to the off -site volume burden from Fort Collins Monument and Stone (FCM&S). It is anticipated that FCM&S will construct their own detention pond, thereby relieving the 2,554 cu.ft. of storage volume currently imposed on the Odell East Pond. However, until said pond is built and certified, Odell will make an effort to provide the interim volume, or increased water quality measures as an offset. It is with those intentions in mind that the East Pond was modified after the aforementioned trees were transplanted. The pond bottom was over -excavated two feet. 4-in. of topsoil was then placed above 8-in. of sand, resulting in a nominal pond bottom approximately one foot lower than the original design (4939,0 instead of 4940.0). This puts the pond bottom slightly below the existing gravity outfall. While this is good from a low -impact development (LID) perspective, there is a strong objective to minimize the potential depth and frequency of standing water. For these reasons, a fourth dry well was added in addition to the sand bottom. ■V I NORNHERN 2013 Odell Brew House Expansion I Final Site Drainage Certification 1 02.03.14 The permeable paver system was constructed pursuant to the approved plans and specifications. This provides roughly 2,261 cu.ft. of LID detention storage in the sub -surface aggregate void space. When combined with the 9,620 cu.ft. of open air detention volume, the East Pond provides approximately 11,881 cu.ft. of total storage. At this time it is kindly requested that the Temporary Certificate of Occupancy be switched to a permanent Certificate of Occupancy given the substantial completion of the drainage improvements. The attached Record Drawings and Checklist, as well as this memo, serve to document the constructed condition. The slight shortage in detention volume in the East Pond is not expected have adverse impacts to public health or safety. The additional trees and LID/water quality benefits employed are viewed as positive offsets to the storage volume that will ultimately reside on the FCM&S property. The Overall Site Drainage Certification for the 2013 Odell Brew House is based upon field survey information and site observation(s) conducted by Northern Engineering, as well as information and testimony supplied by the General Contractor. Please feel free to contact me if you have any questions. Sincerely, Nicholas W. Haws, PE, LEED AP cc: Ben Basalay — RB+B Architects Brian Cass — GH Phipps Construction Companies enc. D 1Projectsi100-0091DraimgelDmgCerikOdell iinalDrrrgCer[Mem -2014 02-03.docx Page 2 of 2 2013 Odell Brew House Expansion COMMERCIAL, MULTI -FAMILY AND SUBDIVISION CERTIFICATION CHECKLIST C. ity Fort Collins Please fill in all applicable items in this Certification Form for Commercial, Multi -Family and Overall Single Family sites. Use "OK" for items checked or actual numbers for items verified/surveyed in the field. Use "N/A" for items that are not applicable to the site that is being certified. Please provide an As -Built Redlined or Mylar drawing showing the following: A. Detention Facilities Certification 1. Pond Certification SEE MEMO • Provide Topographic Records and Volume Verification Calculations OK • Provide Pond Cross -Sections and Spot Elevations (especially @ Pond Embankment and Pond Flow Line) N/A • Positive Fall to Pan (if applicable) OK • General Pond Grading including all Side -Slopes OK • Invert Elevation N/A • Forebay Construction and Elevation N/A • Spillway Weir (Location, Elevation, Height, Opening Width) OK • Placement and size of riprap or alternative permanent erosion control measures OK • Orifice Plate and/or Water Quality Outlet Structure Installation SEE MEMO • Water Quality Capture Volume (Volume Required, Volume Provided and Water Surface Elevation) OK • Berm and Embankment Compaction Level OK • Subsurface Media for Water Quality Ponds and Swales NORTHERN 2013 Odell Brew House Expansion ENGINEERING 1 Of Fort Cns olli 2. Swales N/A • Location (are they within easement?) N/A • Dimension and Cross -Section Verification N/A • Longitudinal Slopes and Side -Slopes N/A . Spot Elevations N/A • Permanent Erosion Control Measures (drop structures, riprap, lining) N/A • Tie-in to Storm Lines, Pans, Curbs, or other appurtenances N/A • Required Minimum Freeboard, Provided Freeboard N/A • Landscaping Infringement on Flow Line? 3. Piaes OK . Size and Type OK • Slopes (As -Built and comparison to 0.4% Minimum) OK • Pipe Capacity Calculations (if slopes are significantly altered from design) OK • Invert Elevations OK • Installation and Backfill OK • Cover OK • Encasement and Clearance from other nearby utility lines OK • Joints Type and construction NORTHERN 2013 Odell Brew House Expansion ENGINEERING 2 ciiy cf Fort C6111ns 4. Concrete Pan Channels N/A • Size 7 N/A • Slope N/A • Cross Section N/A • Thickness N/A • Elevations 5. Inlets OK • Size and Type OK • Size of Opening (or name of Standard Detail used) OK • Grate Elevation N/A • Invert Elevation N/A • Box Size 6. Street Cross -Pans N/A . Size N/A . Type N/A . Grade N/A • Elevations N/A • Cross -Sectional Depth N/A • Tie-in to Curb and Gutter NORTHERN 2013 Odell Brew House Expansion ENGINEERING 3 Fort Collins 7. Culverts N/A • Size N/A • Type N/A • Invert Elevations N/A • Headwalls or Wing Walls 8. Sub -Drains N/A . Size N/A • Type (Perforated/Solid) N/A • Cover N/A • Backfill N/A • Geo-Textile Liners N/A • Clean -Outs 9. Curb Cuts N/A • Size N/A • Tie-in to Swale, Pipe or other appurtenances B. Certification of Grade Elevations Adjacent to Drainage Facilities: OK • Minimum Opening Elevations OK • Top of Foundation Elevations OK • Comparison to 100-year Water Service Elevations N/A • Comparison to Freeboard Elevations and Base Floodplain Elevations — BFE w� I NORTHERN 2013 Odell Brew House Expansion ■ L� ENGINEERING 4 n :Pty6f Fll1ns C. Certification of Erosion Control Measures: 1. Permanent BMP Measures: Tf30 • Permanent Vegetation (no more than 6" bare spots and weeds under control) OK • Riprap or alternative permanent erosion material OK • Riprap Bedding N/A • Cut -Off Walls or Channel Drop Structures Cross -Sections N/A • Sediment Basins OK • Water quality ponds/Sand Filter/Bio Retention Construction and liners N/A • Permanent Netting Mats or Blankets OK • Mulching and Seeding 2. Temporary BMP Measures: OK • Mulching and Seeding OK • Temporary BMP Measures as shown on Erosion Control Plan D. Post -Construction Site Cleanup: OK • Construction Debris Clean -Up OK • Smoothing of Ruts in all Construction Areas OK • Reseeding of all Areas Affected by Construction Activities ■� I NORTHERN 2013 Odell Brew House Expansion ENGINEERING 5 Fort Collins E. Statement of Compliance: This certification is signed and stamped and by signing this form the Engineer(s) attests that they have inspected the site and to the best of their knowledge the as -built conditions of the drainage facilities are as described in the above form and in the As -Built plans enclosed. Failure to properly disclose all known information could result in the rejection of this certification and prevent the release of any and all Stormwater Utility permit holds on Building Permits and/or Certificates of Occupancy within this development. F. Signature and Stamp by a Colorado Registered Professional Engineer Nicholas W. Haws, PE, LEED AP Colorado PE License #: 39767 ■y I NORTHERN 2013 Odell Brew House Expansion ENGINEERING 6 OWNER LOZANO, ALFREDO C. 8 CRIST/NA YOLANDA 832 E L/NCOLN AVE. FORT COLLINS, CO 80524 OWNER: ODELL BREWING CO. 8 ODELL INVESTMENTS, LLC._ 832 E L/NCOLN AVE — -- - - - _ _ _ _ _ - _ FORT COLLINS, CO 80524 - - - - - - - - - - - 1 I \ 20' EMERGENCY ACCESS EASEMENT I / r (BY SEPARATE OOCMUIT) / I I \ 1 I I I — — I y._ I I I I I � I I I r EwsnND I f I EpNG EASEMENT r r i I I (By SEEPARAPE 00CAMEN)) IS 1 - 1 OWNER: COLORADO IRON 8 METAL, INC. 903 BUCKINGHAM ST. FORT COLLINS, CO 80524 OWNER: FORTCOLUNS MONUMENTAND STONE MINER, STEPHEN J/KATHY L 824 E LWCOLN AVE. FORT COLLINS, CO 80524 - I OWNER: I j 1 CHARLES MESERUAN \ \ I I 1222 TRAPPERS PT I \\ \\ \ / 11 As:oso � I 30' EMERGENCY ACCESS EASEMENT \ moor auly I (er SEPARATE DocvuENT) FORTCOLLINS, I I I CO 80524 - / I -1- -' \\ \ \ Q` EMSTNc ASPHRAL4 I EXISTING \ \ \\ I I 11 BUILDING PTo REyMEciT \ 1 \ \ \ 1 1 1 It \ OWNER: I HALEY, JAN/CEM/SCOTTO I 1 219 SHERWOOD ST. OWNER; 1 1 FORTCOLLINS, S, HOUSE, LC ! CO 0521 304 E. 304 E. LINCOLN AVE) AVE i FORTCOLLINS, I 1 CO 60524 al LOT I ODELL BREWING CO. FIRST REPLAT PROPOSED EXPANSION E. LINCOLN AVENUE NORTH JO 0 30 50 90 Feet ( IN FEET ) T FU. 300. LEGEND: PROPOSED RIBBIN/HARPoER CURB RIOP09ED PAKA EDGE RESTRMR PROPOSED CURB AM GU ER PROPERTY BOUNDkf EASEMEN IS - - - - - - - - - PERMEABLE PAYERS CONCRE2 PANNG y. CONCRETE RATSCRK NOTES I SEE GEOTECNNICAL REPORT PCR SUDGR/AE PREPARAINW AND PAVEWIT RECCMNENDAPONS, 2 SEE SIPE PLAN DRANING BY BRA NEVER. INC FOR COLOR, STYLE, AND PATTERN W PERMEABLE PAIRS DEFAULT INSTALLATON WILL BE A HERRINGBONE PAIRRN. SEE SITE PLAN MIMING BY BRA M ICH. INC FOR DECOUD\E CONCRETE DETAIL. • SEE DETAE SHEETS FOR AWTOIAL INFORMATION REGARDING GMBS AND PAVEMENT SECTIONS. 5 PAWMENT MAKKINGS SHALL BE PER DIY STANDARDS AND PROACT SPEOEICeTHW MANUAL 5 PERMEABE PAVER AREAS SMALL HAVE EDGE RESTRAINTS ALONG EN ME PERIMETER IN ACC)RHOANCE WN MTNU AND MANUFACTURER RECQRKNDARWs ASIcaB \k'AL- � ry travmari vevlw 't" t II RAT 5aT;Mf 6RAM SILDI , i Ili I PROPOSED I'll I EXPANSION - '""'• I I I I REIGEE R STTRRANIER AINT Rrlv+, m A- I .s t ,s : I p s.IrTm ' 2 Ir BABY) � I• I -� - - - -- 2V EMERGENCY ACCESS EASEMENT (BY SEPARATE DOCIIMENI) Oyy LRR3Tr NUTRYATION CENTFA aP COLGRADO \ CeA IKmIB ADM are. Ifs,' IErIOT �i uu]Nwaf a.aw Wve[rtrwe w� m •�iea0y M�K�u� PRBTT4ABIT) �K -- I -I 11 ill I'I r AF' s R i Architects, Inc. 315 IM. Mo 01%1. Ave S.I. IN Fan CAM. CO 80524-2913 T - 970A84.0117 F - 970.484.0264 e 2012 —bb•.muem.eom NORTHERN ENGINEERING F.euu..cN..a eoez• f R.f102]I.•Isf Ala f)0211}IH ....eK:P..w.,a, NE Pmle61 ND. IN-009 Lu V/ w � O a T N C i O 2 W a / Z z p W a 55 O � OV Qo Z O YJ /A V�J Ve - U J L ? Z Z J LU �� ilu a m Ln o Q J W i, X Ow0Do W � PROJECT #: 12.02 DRAWN BY: N. WhitC=b CHECKED BY: A. Reese ISSUE DATE: 12.18.12 REVISIONS NO l DESCRIPEION DATE 1 REVISED POND GMADING 8 I 04/22/13 BML 0+ -EB I PAVER EXTENTS fLf14J 2 ! RECORD IDRAWINGS 02/01/14 I I 1 I I I i PAVING PI -AN C101 OWNER: ODELL BREI M/G CO. 8 ODELL INVESTMENTS, LLC.- 832 E LINCOLN AVE. FORT COLLINS. CO 80524------------ - - - - -- - \ -- - - - -- -----—-----—- \ I I i W EMERGENCY ACCESS "RESENT I I - j� (BY SEPARATE DOCUMENT) /------------------ J---------------------------- y T - y OWNER: LOZANO,t— ALFREOOC.B- - CR/STINAYOLANOA I I r 832 E LINCOLNAVE.- FORTCOLLIN3, CO 80524 i I - nWZMvr + OWNER: CHARLES MESERLIAN 1222 TRAPPERS PT FORT COLLINS, CO 80524 OWNER: HALEY, JANICEM/SCOTTO 2IS SHERWOOD ST. FORT COLLINS, CO 80521 I 1 1 I —20' ERgICEACCESS EASEMENT SEPARP,A ATE DaWIanD I snNo I a�RI�DT 1 I \ I \ I \ I \ 1 1 I � I \ I \ I, \ \ \ I \ I \ I I I �I OWNER: �I cl MI REDS HOUSE, LLC. 'I 11 4 E. LINCOLN AVE 15 1 FORTCOLLINS, I 1 CO 80524 1 I II I 11 I 1 1/ I I ll I 11 II L nxG f� RN1T yV EXISTING INFB.TRATIOIY DETENTION POND — •• • 1 I 1 1 I 1 P 1Oil OEXISTING BUILDING I PROPOSED EXPANSION M LOT1 °@ ODELL BREWING CO. FIRST REPLAT Q 15' ELM WATER � it an W FORT CGUNS WATER MAIN E UNCOLN AVENUE � ly— as cRAN I ItAGEWer EI I I IT I I I I I I I-r- I I I I I+ PROPOSED I I I - I I IT - EXPANSION I I -,r. l fiTM LID RM.4913� - _- M1.49AG92 RE: INCH PIAAM I 1 I I I I I I I 1 JIM IF E' Yi W ARFI PLC a 2.as arC CF4N RE: OWNER: COLORADO IRON 8 METAL, INC. 903 BUCKINGHAM ST FORT COLLINS, CO 80524 BiLWWY GIFAN 1 �rtARWS1e PGWT — HI QR>4wON (Kl OWNER: FORTCOLLINS MONUMENTANO STONE MINER, STEPHEN JAVATHY L 824 E L/NCOLN AVE. FORT COLLINS. CO 80524 PROPOSED 15' RCP STORM DRAM (oFISIIE STORM SEWER BY COLORADO NOW AND METAL NOT A PART OF THESE PLANS.) CA02) R.46RmA3 DRY WELL (SEE DETAIL SHEET C402) ELEV.4W3 INV=493E47 -BEe.M-A3/A A nnrat-lWc NTE PLAN AI LYIrt KtE LQ TK1p 'OIeV W® L E .4NOMW —a. sw RL.46363.2 —EASTPONO MODIFIED INFILTRATIM DETENTIONPOND MY WELL SEE DETAIL SHEET CA02) N.4y622 IN, M.4L'"RBWr EMERGENCY ACCESS EASEMENT (BY SEPARATE OocANNT) r EMSING FIRE I HYDRANT ® NORTH 30 a 30 So 90 feet I IN FEET ) N- SO LEGEND EnTING WARR MAN EI LNG SANITARY SEWER --"--- -V PROPOSEO STORM SEWER EMSTNG STORM SEWER �a -- -� - PROPO'SED UNGERDRNN - PROPOSED ELECTRIC PROPOSED CAM A GUTTER - - PROPERTY BOUNDARY EXISTNG MGNL-OF-WAY EASEMENT LINE - - - - - - - -- EMSTNG TEI-R. E - — EXISTING GAS -- EXISTING DECTRK •- PROPOSED CURB STOP W METER PIT PROPOSED STORM INLET ■ PROPOSED UNIT ROE (PRIVATE) AAb PROPOSED ELECTRIC TRANSFORMER 11 PROPOSED GAS METER Lai PROPOSED ELECTRIC METER 030 MIND UGNT ROLE Q EASTNG ELECTRIC METER MIND TELEPHONE PEDESTAL EMSTNG TREES NOTES i INE s2E TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPRDMMATE WREN SHOWN ON THESE DRAIINGS. IT SHALL BE THE RESPW9BIUTY OF THE CONTRACTOR 10 VERIFY 1HE EXISTENCE CE ALL UNDERGROUND UTUTIET IN THE AREA OF THE WORK. BEFORE CWMENCING NEW CONS RUCTON. TINE CONTRACTOR SNALL BE RESPONSIBLE FOR LOWING ALL UNDERGROUND UTIUPES AND SNAIL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES, 2 ALL WATER AND SEVER CWSTMICnON SHALL BE PER INS DIN Of FORT COLLNS STANDARD CONSIRUCRCN SPEGFICAnGRS LATEST Ef tM 3. HL WATER NTnNGS AND VALVES ARE OAY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UINTY SERMCES ARE SHOWN IN A SCHEMATIC FASMON ONLY. MCI LOCATIONS 91ALL BE PER 1HE REWIREMENiS OF THE RESPECTIVE OWN PROVIDERS. AND ARE SUBJECT TO CHANCE N IRE FIELD. s WATER SERMCE IO BE NSTA110 2' BELOW PAYW SUBGRADE OR WAU- MEET STANDARD BURY OEPM REWIREYENTS BELOW FN91EO GRADE, WHICHEVER IS GREATER. 6, YANTMN 10HONZONTAL AND IS' VEATIC/A YINMW SEPMAINYR BETWEEN ALL SANITARY SEWER YAMS, WATER MAINS h SERVICES T. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS. LOT DIMENGGRA UTUTY EASEMENTS. OTHER EASEMENTS. AND O1 ER SURVEY INFORMATION. n THE EMSTWG Is' WATER MAIN IS GATNOGCµ1Y PROTECTED. IF PROPOSED WATER SERVICE IS TO BE CONSTRUCTED WITH COPPER PIPE. AN ISOLATION COUPLING WILL BE REQUIRED NEAR THE TAP ON INS MAIN. IF THE SERVICE IS HOPE, NO ISOLATION COUPLING IS REGFREO. CAL. UTltliv WTFRJ.TIONCENTFR OF MORMORD • Klwebelow. Cal b Cal e1Ge yv1N al& u AW.... . City of Fort Co1BD9. fo - UTILITY PIAN AL"C AIswoer. ` W _ cREalEn 8.. :36CMED B,n flo / E�9 One - Architects, Inc. 315 MauntMn Ave oft ID f5D F fort Coffins, CO 60524-3913 T-920.4w70.48.OLIZ R-920484.0:64 NORTHERN ENGINEERING Fa. ux,,.cm.m 4mn rna.. Mozn.Yu Wmwe� 2 U NE Protect No. I00.OD9 11 �L�L/NIB V N1 w OQ a G iB in O n } 00 Z Z Q W a. Lu � O � ce Q O u Z Jp W C A Ur H• O L-% Z J Z 3 ZZ J QLU O J W ED o C X J W" W 0 W o O a. Do� I i PR03EC! O: 12.02 i j I DRAWN BY: N. Whitcomb I CHECKED BY: A. Reese I ISSUE DATE: 12.18.12 REVISIONS I NOI DESCRIPTION I DATE I I REVISED POND I w/22/13 GRADING 6 1 PAVER EXTENTS I 3 I RECORD I DRAwlxcs 02/O3Ae i I I I I UTILITY PLAN I I: C200 I I I A 0 I I I I I I I / I I I I � i ULTIMATE POND GRADING I I \�j `•% e NORTH IG 0 lD 20 SOFeet I IN 1 ) 1 Fq - tD N LEGEND EMSPNG STORM SEWER ---. --- PROPOSED MNOERMAIN w PROPOSED STOUT SEVEN PROPO 0 AREA MAN INLET PROPOSED CONTOR --83— E10SDNG CONTOUR _ _ _ -SOT} — — _ PROPOSED SWALE — PROROSED HRTICAL — CARS k OITTER PROPERTY BdwARY Wee"We We We Weedl PROPOSED ME HYDRANT W PROPOSED ELECTRIC TRANSFORMER IS PROPOSED SPOT ElEVAMN EXISTING SPOT ELEVATION Y M-WILT SPOT REVATION f PROPOSED SLOPES TOW PEDESTRIAN ACCESS RAMPS I PROPOSED CONCRMCRETE CROSS PAY NOTES I. ME SIZE TYPE AND LOCARON CI` ALL KNOW UNOERMCONO UDLITRS APE APPROpMATE WEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY M THE CONTRACTOR TO HARP THE EIOSTEMZ OP ALL UNGERFAOUND UTILITIES IN THE AREA Ci THE WORK. BEFORE COMMENCING NEW CMSTRUCMW. THE CONTRACTOR SHALL E RESPONSME FOR LOOMING ALL UNDERGROUND UTRTMS AND Seµ BERESPOHSHRF FOR FOR ALL UNIMOW UNDERGROUND UTIUTE:S Z. REFER TO THE PLAT FOR LOT AREAS. TRACT SZE% EASEMENTS. LOT OMEHEIONS UTILITY EASEMENTS, OTHER EASEMEN , IHD OTHER SUR<EY INFORMATION, 1 ALL CURB SPOTS SHOWN ARE ROWJNE ElEVATOIS. ALL OTHER SPOTS ARE FRRSHED CRAM ELEVATIONS. A. SPOT ELEYATONS DEPICTED ADJACENT TO RETANING WALLS REPRESENT THE FNTSHE0 tRAE ELEVATIONS AT THE LOW SICE AIA3 N oI SWOP OF EACH WALL- RETMgHG WALLS OVER ➢ MET N HEIGHT, MEAAIRED MW THE LOW SWE (RAM TO THE TOP OF THE WAU, WLL REGOWE A SEPARATE PERMIT TNiO THE WTLONG DEPARTMENT. A SEPARATE PERMIT IS NOT REWRM FOR RETAKING WALLS THAT AE NOT OIER W MET IN HEIGHT, MEASURED FROM THE LOW VIDE CRAM TO THE TOP OF TE WALL PROHOED THE HORIZONTAL DSTANL£ TO THE ND T UPHILL F£TAINNG RAU IS AT (EAST EQUAL TO THE TOTAL HEIGHT OFTHE LOWER ENG TANWALL S SEE LANDSCAPE PLANS PEPAREO BY BHA, INC FOR ACOTONN. NFORMATOR. S. THE MA LING SHOWN FOR THE MRONTION POND IS AN IN113RN CON' ITIM THAT 91ALL "AN UNm CONSTRUCTION AND ACCEPTANCE E A PROPOSED MTENTIM POND ON THE MONUMENT AND STORE PRDPQRry TO THE LAST, AT W NTH POINT THE MADNG 9 M N THE NSET V WATE POMO OUONOI SHA RE CONSTRUCTED. 3tL Urv.ITY WTWCATIGNMNiER (F COLORADJ w CallbebebW. CElfl bBlaW 3Ru d1g. ur ea pvMF n�I eWnarnrF.eor I - n�a y D➢R[ RE Architects, Inc. 315 Eart NRVOMF Ave S.W. 100 FPR CA4I CO 80524-2913 T - 930.481.0111 F- 970.114.0264 (-I NORTHERN ENGINEERING un CAT 4M,�,Swel➢ ZW�[qun, ComM W531 Tw 9EOSi1.11M in F)➢SEIA159 HE PmleOt No. 100L 9 ul W MI 0 n T N G i2 Ed } O 0 W O z Qa z Q Lu W O QO u zO W / w UI 0 u JQWLu m m In J In C X � W� W OWoDm° 0 Of PROJECT #: 12.02 I i DRAWN BY: N. Whitcomb I j li CHECKED BY: A. RBBSB ISSUE DATE: 12.18.12 REVISIONS i NO DESCRIPTION DATE 1 REVISED POND I GRADING 01/22/13 WML ♦Wu PAVER EXMlfTS 1WLL5-P43 1 2 RECDRD DRAWINGS 02/03/14 I I I I R DETAILED GRADING i PLAN C301 OWNER: ODELL BREWING CO. e ODELL INVESTMENTS, LLC. NORTH 832 E LINCOLN AVE. FORT COLLINS, CO 80524 DD D 3D Be SO rW IN PEET) 01` — - ArU1 M'-w PROPOSED WSON / BAWER NRS LEGEND: PARKMG LOT __. (BY _____________________11 OWNER' 1 L." oo I TEMPORARY DRAINAGE EASEMENT NHEEL STOP I � mBeW CURB COLORADO IRON 8 METAL, INC. PROPOSED CURB AND GUMR 1 DNNENT) A ,BIN cURB ronoNw D 903 BUCKINGHAM ST _ — ASABALTT•AvN& vSFPARATE tom') I Rq FORT COLLINS, CO 80524 PRrowTY SIN Y EASEMENTS ASPHALT PAN£yENI R'(.ELjRL IR 1 coat AT Asr«xTTJCNNT nnRr U �/ - I I tt NOSEE TDEEMUCAI REPORT AND SUPPLEMENTAL EEOIECNNICAL REPORT 1� 11_ f4�niler 1•�— `L�.. POR SUBOAAOE PREPARATDN AND PAVEMENT RECWMENOAnO1S. I SEE DE(AIL SHEETS FOR ACgnCNN INfptYAMYI 11EGAROMG NRBB AND I vAVEMErRT sctnONi OWNER LOZANO, I � SiOo RIBBpI CURB R�,Vp BAY ` -_ _ l PAWMENT MARKINGS SHALL BE PER 0" STANDARDS AND PROJECT ALFREDO C. _ (TYP) ((WPONAL) RSI-IIIJ — SPEanCAnON MANUAL NOT INBTK CRISTINA YOLANDA 1 I LURrs ar 832 E LINCOLN AVE. 1 _- Asr•AaT PAVING "- I 20'EMERGENCY FORTCOLL/NS, I 1 ACCESS CO 80524 1 -- - I I EASEMENT 1 1 EMSTING 1 SEVENTPROPOSED CCLERE aD' EYEFWRCY -.- - - LOA0RR0 l I I--i EAUMEUT PER CO D Mt ACCESS EASEMENT -- DOpJ I I won a u[rAE, SECOND rEiNc 1 �1 1 1 - I \ kARKmO L9 - -- - OWNER: FORT COWNS \ \ / 1 1 MONUMENTANDSTONE �- - - I 1 MINER, STEPHEN J/KATHY L 824ELINCOLNAVE OWNER: 1 \ \ \ - - l I I FORT COLLINS, CO 60524 CHARLES MESERL/AN 1222 TRAPPERS PT FORT COLLINS, CO 80524 I \ \ 11 EXISTING EASPw�T \\ \\ I BUILDING Pro �LOT 153 \ 1 \ I i I I I iijjt}j II IJANICEMSCOTD FORTCOLLINS, HALEY 1 1 21ST OWNERY CO 80521 FREDS HOUSELLC. v, 04 E. LINCOLNAVE. I I /l 1 I D I FORT COLLINS. 1 1 CO 60524 II I ll _gum_ — — _ _—�_--_'_�-- � — � � GLL VTILIM1 HOPFlCM1IION C4NiEF rF C0.GPADp E%ISTING 6' SOEWAUI , - bi psi bi �i E .5 b: — i• R \ \ Nmw wnnbbel0w. - - City of Fort Celifna. �.' ♦-� 11TILM PLAN E. LINCOLN AVENUE s .:>aoun y iLL D 4 Br. ._- �� -- ------------------------- Sheel C101 Of 10 Sheets OWNER' ODELL BREWING CO. 8 ODELL INVESTMENTS, I.I.C. NORTH POND. 832 E LINCOLN AVE. TEMPORARY INFILTRATIOW FORT COLLINS. CO 60524 I ' - - _ " - - - - - ____--______________lilb-TE---1R- .. /ter-_===___--�c___-__ _- __ -_ ----- - -1 111 -- MM --- - ------ -f _l 1 _ �V__ ---- -____ ___ MM__ _ _______________ • - r----- ----- -- ----- _ --_- _ 4• 77 HvoRw 4]a •M9 _•W 1 V \ t, PROPOSED HYL GRAIN ; i - - - Y 20' EMFRFiNCY - _ _ _ _ N_V._QIT-_KISMADE O] T9! V MINOIWRE ACCESS EAYlBENT LPa1f d' 1 AYW PVIT RAVr IPEfL PIFl-Raft 090 I I I _ I I _ I OWNER.' LOZANO, I ALFREDO C.8 I CRISTINA YOLANDA 832 E LINCOLN AVE. FORTCOLLINS, i CO 80524 J r2O ttEEMFA EN A551`EASEME'NT 1 1 T\\ \ PARIT \ OWNER: 1 \ \ \• � CHARLES MESERLIAN I ,\ \ 1222 TRAPPERS PT \\ FORT COLLINS. I \, CO 80524 [Y\ 1 \ \ , t , ` I ` I I tl OWNER: HALEY, JANICEMISCOTT D c 219 SHERWOOD ST OWNER: ^I I FORTCOLLINS, FREDS HOUSE, LLC I I CO 80521 04 E. LINCOLN AVE. r FORTCOLLINS, I CO 80524 I If I 'I I I I I! I 11 II I IL I_ a ` E IN•MA264 EXISTING I UNDNG DOCI( I 4 EXISTING BUILDING ,11I�F�F!�dr.111��� •• ' ■ - � ♦Y`� .ter` OWNER: COLORADO IRON 8 METAL, INC. 903 BUCKINGHAM ST. FORT COLLINS, CO 80524 � sx ASICM4 4 PHarasTflc PLA.X role uwrt TroLG Iccs,noMs (*lvl R.•' OWNER: FORT COLLINS MONUMENTAND STONE I -' MINER STEPHEN JAEATHYL r 824 E LINCOLN AVE. L FORT COLLINS, CO 60524 20' EMERGENCY .41 ACCESS EASEMENT r-ir PROPOSED DRAINAGE EASEMENT PER I_j COLORADO 'a oN S METAL SECOND MIND I I I I ! I I I I 4 I I GRAPH(OFFSTE STORM R V COLORADOWON AND M HOT A PART CE THESE PLANS) I VARxRiG For I I I I I I I I I } I i II I ,In J. E8 ASIAG'C I I RE LWGIAO(-I! SITE LocAnow 11 I� I J I I I lot /i I � I ® NORTH 30 0 JO aIX Bo PoN IN FEET ) LEGEND: EIISNN4 WATER MAN . EXISTING SAMTARY SEWER - - PROPOSED STORM SEWER EXISTING STORM SERER -'— Oo-- PROPOSED UNDERORAIN PROPOSED ELECTRIC PROPOSED GIM6 a OTTER - PRGPERTT 90JAWNRr EXISTING wET-OF-WAY -- EPSTNO TELEPHONE - - - EXISTING GAS - EXISTING ELECTRIC - -`--lf PROPOSED) LTA9 SIM a METER PIT �® PROPOSED STORM INLET ■ PROPOSED UQIT POLE (PNVATE) Rye INMOSFD EUCTRIC TRANSFORMER 11 PROPOSED GAS METER 130 PROPOSED ELECTRIC METER - EASTNG LIGHT P0.F (} EXISTNG ELECTRC METER EXISnNG rtLLPHWE PEDESTu I ENSTNG TREES Z[■111:11� T- THE In, TYPE AM LOCATION OF ALL KNOWN UMBERGROJM UNITES ARE APPRORWATE WHEN SHOWN ON THESE ORAWNGS, IT SHALL BE ME RESPDVSIBNTV OF THE CONTRACTOR TO T£RffY THE EXISTENCE OF AL1 MWERGROND UNITES IN THE AREA OF THE MINI(. BEFORE CQNdCNG HEW Cp15TRUCTON. T8 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL WDEFp2gM0 UTUTES AM MALL BE REOPONSI FOR ALL ONIMOMN UNEERGRWND UTUTES 2 ALL WATER AND SEWER CONSTRUCTION MALL BE PER THE CITY OF FORT CO1N5 STANDARD CONSTRUCTION SPECBICATONS LATEST EDITOR. 1 ALL WA1FR PITTNCS A1N0 v&ws ARE OYV ORAPMCALLY REPRESOffED AND ARE NOT TO SCALE. 4. UTILITY SERNCES ARE SHOWN N A SCHEMATIC FASHION OAT. EXACT LDCATCNS SHALL BE PER THE REWIREMENTS OF THE RESPECTIVE UMNV PRONDERS, AND ARE SUBJECT TO CHARGE IN ME FIELD. S. MANTAN RO HORIZONTAL AND 16• LENIHGL MMMN SEPARATION BETREN ALL SNRIM, SEWER MANS, WATER MMNB k SREAC i 6. ROPER TO THE PLAT FOR LOT AREAS TRACT SIZES, EASEMENT; LOT DMEHSCNS, UTUTY EASEMENTS. OTHER EASEMENTS. AM OTHER SURTET' INFORMATION. 14�� ! -'-� + •27T GLL UIRITY NOLORADOMH CEMER OF COLCRATI0 40—INT EXISTING FINE R o Pelow. 4MRNNF640w ��ANAN3 NrtYFu I dip. CAP of Fort CoIBMW, Co v UTILITY PION 0P E. LINCOLN AVENUE uPPo ED ' W 6le 5`V•`YyflYl�T� (x�N _ EL 0 d Z O In Z Q a x W Z r O J C9 d Z a � a O W W m J J W O O Sheet C200 Of 10 Sheets I OWNER: ODELL BREWING CO. d I ODELL INVESTMENTS, LLC. 832 E LINCOLN AVE. FORT COLLINS, CO 880055224/4 "1 1 w•: 4 ___ _ - - — - - - - - aq ALTERNATE GRADING OPTION Bo>RETEMPON So FLEVAL y9AAI EI£VAl1MBMMbs 100-KM Y/SCL.N1 1'M EMERrA.NCr EPILL 0N'..WI.M MNDa BY - _ _ - _ 6, wr _ _ UNITS \ / PB!IIFlIM. 47 AYNALT PAVIM \ - _ _ _ _ gf _ _ NR TEMPOIIMY - - _ - c - I 1 Lcnn cP __ ak _ - - a _PARKING LOT r OR a' NG DRAM • ` I IT PL.M.]J4 I ROAD BASE I- f f I I—j— ' Lwsnxcl DOE r- �f E I I IJ— i I I I EXISTING I \ BUILDING - 1 FFE=4946.T5 ;i- \\ II-tll —� \ I. ! f"SlIIWILTRATIOL ��U1i / L� • ! OETENTION POND E. LINCOLN AVENUE - NORTH JD o W ¢ so BO Fx1 ( N FEET ) 1 MU » rt I LEGEND: M OWNER: 3 COLORADO IRON d METAL, INC COSTING STORM- 903BUCKINGHAMST. FORT COLLINS. CO 80524 PROPOSED uNDERDRAIN -.IN PROPOSED STERN MVER Il PROPOSED 4VEA MAN MLET • PROPOSED CONTOUR _ALTERNATE GRADING AREA EASING CONTOUR - '{n ]- - SEE NO E N PROPOSED i SEO VERM VERTICAL CURB t LATTER CURB At G PROPERTv BWND.u+r- _ - L PROPOSED RRE HYMMI PROPOSED ELECTRIC TRANSFORMER PROPOSED SPOT EIEVAPON M� OWNER: FORT COLLINS MONUMENTAND STONE MINER, STEPHENJXATHYL 824 E LINCOLN AVE FORT COLLINS, CO 80524 PROPOSED IS' RCP STORM MAN (O TE STORM SlI BY CQQtAW IRON .0 METAL. NOT A PART M THESE PLANS) IWILTRATIOW DETENTION POND ENSTING SPOT ELEVATION r AS-BORT SPOT ELEVATION A PROPOSED SLOPES :0% PEDESTRIAN ACCESS RAMPS y PROPOSEDED CONCRETE PR - OPS NOTES: I. THE sm TYPE 4U LOCATION OF ALL KNOYM IMCd mm unuTEs ARE APPROKIMATE'MIEN SIOAH ON NEW ORANINGS. IT SHALL BE THE REWONSIguTY OF THE CONTRACTOR TO YE9Ev ME EMSTENM CE ALL ERMEMBNO UTIL ITIES IN IRE AREA OF T NORK. BEFORE EOMMENGNG NEW cGNBTROCTION. NE CONTRACTOR SHALL BE RESPONSRLE FOR LOCAIiNG ALL NIOER(AQMD UTUREs AND SNAu BE REWONSIac PER Pd ALL IRNNOYN UNOERFaOUNO UTUmS L REFER TO T RAT FOR LOT AREAS. TRACT SEES, EAS ADITS, LOT gNEHS10NS. UTILITY EASEMENT$ OTNER EASEMENTS, AND OTHER SURWY INFORMATION. D. ALL CURB Won SHOAN ARE ROALINE ELEVAnwS, ALL OTNER SPOTS ARE PAIN )GRADE ELEVATg A TR GRADING SHORN ALONG R£ EASTERN PROPERTY LINE aETWEEM COLMADO IROM At METAL AND ION COELL WEAERY TIES INTO GRADING FIAT IS PROPOSED MM C0.CRAW IRM @ METAL IN THE EVENT NAT Cd-MADO NORh METAL HAS NOT COMPLETED CONSTRUCTION OF NOR NPROVEMENTS PRIOR TO CMSTRUGRM OF TK WELL PAMMG LOT EXPANSION. TIE GRADING 91 M THE ONSET 'ALTERNATE GRAONG EPRM' STALL BE USED. GlL MUtt IrTlPlis TloN cEN:tN °t ALGRAW rcRo wn.-csbGow. CA bdon You d& c.H Pw® MVAwZ TRFPIf.un °YOHMm aa°�m nnsaamcu City OI fort CoWns. L' ' iTTTIM PLAN . OUP„c.m. f� rn By :xLYED a a 0 d z 0 m z Q W w z 0 Q Jn 0- 0 z z Y � rann � V W W m J J W 0 0 IEYPORMv PANG A- MOT BITUMINOUS A- MOT SCOMM-1 ,A_..I PAYEMEHI LS OR SR) (5 OR SKI BY AGGREGATE BASE COURSE �6E _1 (CLASS 5 OR 6) (CLASS 5 OR 6) ASPHALT A6PMµT ,Cpm SteI DORY: (PARnNG N5LE) STALLS) NOTES I. ALL SYTE GRADING SUBCRAOC PREPARATION ANO 0 LTNG SMNL FpLpW IHC GEOTCCHNICµ RECOMMENDATIONS CONTAINED IN ME -I NIY 0 CNH AL H [RN P., CO.IH OO[II 6R[WNC NEW NOOSE EXPANSION By TERRACON CONSULTANTS, C. GAME OCTOBER 30, 101E (PROD, NO 201Rs0]SJ, AS MOLL AS ME SGEIRCMENTA1 PAVEMENT SUBSEQUENT COOCNpAOMMENDATIONS. DATED MARCH Is 2013 AND ANY 00 PAVING SECTION C5W RTTR-RCA[ CLASS A BEDDING CLASS B BEDDING THERCM Ali As SPECIFIED� � MgCll MD. AS sP[C6E01_ LOKR Ln u Ne Nw L MI LFMR LIMIT OF wmu /s ttME �T // MRSCT CcMP- _MIN rtACRp RrAL M e/. m0 •, SHOP CpKP Psi PRIO. COMI. I— IMMR, Y1 A N Yx paPACIM ' wuwLAT MARAML �n MR, AM CLASS C BEDDING ROCK EXCAVATION FRENCH YpN As sr'o, [01_ f MdCM YpM AS SPEOTEIIFLAT. UI OF .PL««AUL �j% ��� j 41M. xN LOWER I LL S"..L o[xsnr ij��// coxr¢Ro /' �' r \ VwrmL RNµ 1 �/� xN oo PAGED Rpck M TNPE I/e «n o [TYPACIW SEUECFCp IYApEO LOPPACY R0 PIANULAR `tO� MATERIAL MAX MN, OPAMLLAR MAI@A l UNSTABLE SUBGRADE SUBDRAIN DETAIL NCNCM All AS YEOFIIO Tq[NCM YDTN AS 111. [D COPER LOUR OF I ORLUIw - pw EY .' NENCN WALL 9LMC sLp1T - cpxonnln oexsu. ry CMPACRo LAOF^LL o � LRANVLAFF O UNFOR. VALID LRAKL T LFAIE.. 1 ^ E P[Mp1 ATfO OR S` U'OTTE) wP[ 1/2 IX qan lul ARNIAL 4w LARGE SFCN[s, ,N.C. CO GRER. ETC HORS I. FRENCH WDNS III BE A6 SPECIFIED ON PLOYS. fIF REWFREDI 2 ARCR Fs IM s T RY SIWNARX CMS. STANDARDS SEVNER a WINNING YATEMMS Ea `VARIATIONS. STORMWATER BEDDING REQUIREMENTS 0E "Rr COwxp STORMWATER APPROVE/: DETAIL THU rR YT`iooMN�m, Iml ar-aFM CONSTRUCTION DETAILS w 1/12/00 D _ t ORAWM BY_ SKC 10a STORMWATER BEDDING REQUIREMENTS c500 ROI ID ss>a PAVE4E4i M pA�RS ma 10i 6" FLUSH RIBBON CURB n00 (OPTIONAL) 'R6� 2'-0- REFER 10 LANDSCAPE PLANS FOR PLANREA NIINIH BILO-RPLANS FOR X4 AREA PSBY BID -RETENTION AND MEDIA MIN. BY PEA 1. REFER TO THE WOMCIEN110N SAND MEDIA SPECIFICATION FOR MORE INFORMAtION ON FILE SOIL MIN 2 BIONE TENTICN SAND MEDIA SHALL BC PRONDEO BY NAUMAx fMM CYCLE CR APPROKD EQUAL. 10� TYPICAL BIO-RETENTION SECTION 2 ATnf REGINANUOPAE0.VNlINf VII 1 10EN1ERN1 E651BGIpE V6NGNr El80YFe R6Q1 LLGGAlEE e1R6M R15ER x TEE SUGAR TYPICAL INSTALLATIONS NIBEDUN ImwwsTuwloxaF NnoRAsr IWNNRASNRM INRNF owN oRNx MSIx DTT�-- "^•^ VARIABLE-- ITORNLBANN IJVARIABLEE"now IWINUMEDMIN ®xafraoDn[T AcweE WAiEPT1O11 NIM1E0.5AVNlgB1E RJI M'MUTCHANIV'ANOLC FM I.g51 fAM1DN %15nC RPIAG SYSIFM6 WHEN ARE DRAIN BASINS USED? RIMO__x Itl USINEOIUIN WORD x 1lOCINWEFLEV/111CN 210CKMAERPEDNMEIER 2IOCWJKF Rr41YFE A SAUm b12AG -X APPucnnara 51Dcxw¢MIECnm 2menc__X ZVLAC__X 2BmGx R p• —14 rgRRIH44 A HOP;E�— EPIPE NFL MWNL PC p R.YmYv.rcrvwux NMPRWTomslwwwwFwmMANWRLrroR.rouRxsYl •`J M"1'�'�` wIM.NIVYIIIOwW .1. YPMirs, I MIFF, MMP`FXMMwRMrNerA MRMNLMLXvo[IM..'REORMM vu RX, p. MANA. LEGF4Pmu IAPHIMso.ccamrwroNwoneas ResNrawrlYxMagxreRsx YTnm nx mml ixoMYY ....I SEPSMEN®®WPNLIFOYAMpIEiO&MMMFII6LIIN0 ROWMIWNNMSMMTCPAMYUMI HisMrxYr6N0. MI.IINN CMIPMOEXPErNMWpNGIREMAV[ roLL AUDOPOM MIDA MIKOIPOOxM ..,.M RR 4Mm IM.Mw nVCN.IWIDUATRAFTIAM YM.uX Aealmwu�F°PC WI°11EN Sue sru[ Iw I.M.. PRI.xMu RM E 100 TYPICAL NYLOPLAST DRAIN BASIN c500 C[IY OP PORT COLIJN9 A. —Mw mMw MNry MY paw paw �r a 1. xY wl M. — n+ muwnnn. xlYwvxre na.rw ar�vnae unra [.[N wv—i xwxewxwxYw era nxelw xe MiN. M eI•el i M A.Av4MieMIWXMX....1-«YMMM I.,I N� re=.—MAMawx.xe.YMMPAuume Irw lP wwn wr yXYr [eweer l<K I Per w.1P YNM ♦ rvxerexrmMee nmr..nn..r..omm eMM.MYLUMr••w••r• ••w..nms v«x I pYr r wI r aua. Xny a IM wu a . Iwn rN.Ya�meN ewN nue yxwmrI. AM r•.µ pplm wcrx I.-- ..PR M AY.. ew m.enxuNww.tl s M uw.e.YrXUY. MAP yrYx m.. upM aWY enNW +W M MximeY en mMr pan«N er m m YMwq uwM H x. mN . w.el. wmu rrx x•M msl «a ern al.i m.N..l eemanrmxYnix.axu I�nww: ennrwaaRm.a r.rr....x..� rn•wq er A snP vwrm—MY �a+v cwMY. TIA x•� . . ua.MF w .—. a rn we rMm •wN.� P.— .cA-nan•Y«rMA.Mx rNr.N .� ..YN awx mo�wr m., FeF wM x• PM I— regaa w ue er. cr. wwe w rIX WRNnx•rwrxru BIO-RETENTION SAND MEDIA iee SPECIFICATIONS C600 x5!ly—[ CALL UTILITY MJTFICAMN CENTER aF xn Call II6beloou Call /efarB yDM dig. M bty of Fnrt CmLLinY, Co UTLWTY PLAN AP A,.XX ED:CHI GIrCCNED BY: M 1{IAe9�` Ilele CHE"m Y. _ ML-xi 13 K _ IINa CNN NP D_ O 0_ z 0 0 z EL LL X LLI 1-- 0 J Nz Q L W Q Q LL } lY LLI W 0- m J J W 0 O Sheet C500 O( 10 Shee[s A I NORTH POND (TEMPORARY INFILTRATION POND) MIA. RBxEME.Gae. OWNERODE: PRw R.ovu...tsAUTnwDw,Aey ELL I VREWNGESTMEN CO. B H.. of WSEL- - - ODELL INVESTMENTS, LLC. I — — — — — — — �� 832 E LINCOLNAVE FORT COLLINS, CO 80524 , .. _ _ _...... __RR 1 i 1 1 1 I�•' `f I 1 / I II 1 I I \ RAJ,NS I i 1 1 I 1 1 OWNER. LOZANO, � I 1 ALFREDO C. 8 1 I CRIS TINA YOLANDA 1 832 E LINCOLN AVE. { 1 I FORT COLLINS, I 1 1 CO 00524 1 - 1 I , 1 I 1 1I\\ 1 \ O \ �EXISTING PARIONG LOT 1 1 \ 1 \ \ 1 I OWNER' 1 \ \ 1 ' ALBERTS, ROBERT R. I \\ \ Dwc our -MYLCAASI DNAA! BALN INJ.aa.]O PMt EsrtmENcr ONLTNLaW as RFl-i3w/ _ � � _ _ rrl. rrrrrr.Wrr................ ............I +•�D=PVC- _ -__ ___ :_� b- PVG PUR 1 200 RACQUETTE DR. { 1 I FORTCOLL/NS, 1 8 \ II 1 CO 80524 { c v A I A LASTING ERANA t ¢' 1 I Ili 031 oc ♦, / / \EASEMENT % t \ 1 ' OS1 le \ t 0 1 C \ i r , 1 I lF 1 I 1 OWNER' 1 � ti 1 SORGENFRI, ARNE 1 i 219SHERVMDST 1 OWNER: BACA, 1 1 I FORTCOLLINS, 1< / ALFRFIJ A, SR. ¢rN►I, _ (Jj �; CO 80521 304 E. LINCOLN AVE 1 i FORTCOLLINS, Bt 1 CO 80524 1 EXISTING I INFILTRATION/ I �! 1 1 f 1 1 1 ' DETENTENTIONONPOND 1 i 1 'I 1 ' I TO REMAIN �11 1 I I N I I 1 1 tl( I 1 1 T — ( 7 _( _ 10 1 1 I I 1 1 1 Ir 1 I 1 _ 1 •................................. I � � o ADPIULT RANMD - i-i -i r-ri=� t \1 1 1 SWALE 1•r. 1 � arxEcr ro � E' DDBTNG 1RENMt AIN 1 1 i 1 1 S J MLANt uLkcAm 1 AIp Me W 1 ANo.au 1 Dv.sm eLAIM 1 1 EXISTING 1 BUILDING 1 FFE=4946.75 1 1 1 1 1 Bt 1 Ds9 « 1 1 —7. - 1 I>unre RI-loa Tres 1 1 L+IDpeRL..tO NI7T INTO'te STp q[AN 1 PROPOSED i T \\1 EXPANSION - __ FFE=4946AS r 1 1 1 1 1 PROPOSED I EXPANSION FfE=4946.15 946.1 ) I LOT I ODELL BREWING CO. - FIRST REPLAT 1 U � 1 I Mm OWNER: COLORADO IRON 8 METAL, INC. 903 BUCKINGHAM ST. FORT COLLINS, CO 80524 �EM15Q OWIVERt FORT COLLINS MONUMENTANDSTONE MINER, STEPHENdA(ATHYL 824 E LINCOLN AVE. FORT COLLINS, CO 80524 7MI)SED MANAGE EASEMENT PER C MAM IRON 4 METAL SECOND MNG 1 I OD.sSiM1 PROPOSED 15' RCP S1M1M MAN (MTS11E STMNI SEAETx BY C%MADO RM Afro METAL, NOT A PMT OF THESE PUNS) IN (T ') M,tAm C ..'I OF MONUMENT a STONE POND) YWIAE FRgNGFo-.W AGFfIxD]1 N.FTJ SNEQ£i1sRENfAIIbEEW AEET C1419 W YYF➢f LL h11 Sr AP(SUE Fd1 LESbN e• wG PIR R•Hbb 'Y ItELL (I) SALATE E1N.Y31% `y -1 AST POND re EONPOW)OW \ rILR iI nILTRAl10N POND) .IAFA6E.I f6 ds -EL=YaSB .°.]SM1 vmrmenvoLUME I maxt.wlH+v+<M x.xL 1I n=MA vuro vOLUE MAW- rtJ � D"wc ,'PavlOEpw.xx ssalsva a. rtl wvL_ oqr RELL (Tw.)DaAre aEvABDRd It wrLANDSCAPE RETANIND WALLS I (HEIDNT vMOES) oss - 1 \ —� E. LINCOLN AVENUE , a©s�mmmmmmm®® mm�mmmmmmmm®m oosr�mmmmmmmmm ©©�a�mmmmmmmm mm�cammmmmmm®® aa�mmmmmmmmm mamt�mmmmmmm®m aam■�mmmmmmmm m�m.m•�mmmmmmmm ® NORTH 3D 0 SO so 90 F.1 IN FEET) I Md- WR. LEGEND PRWOSED SIDMA SEINER PRMO AREA MAIN NUT PROPOSEo CMTMR 93 EXSTNG CMTWq —.951 %tOPOSED SWALE .. — PRWERtY BWNDARY DESIGN P(NNT Q ROW ARROW Ro_AR°"e'Rr� MAANAGE BASIN LABEL ever laN Az (KI MANAGE BASIN BWNDARY PROPOSED SWAIE $ECPMI `A FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION CALLLITUTYWTPI MNCENTERCP caoRADo K.CINtlbof.e . R M 1 De 1F-TI Wig. a Q a z 0 U) z X FWE�� w N 0 x W z LLB CY i7 Q Z IL_ w w 0 W Of m J J w 0 0 Sheet DR1 Of 70 Sheets