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HomeMy WebLinkAboutSite Certifications - 12/23/2015- a.cea�ed t2��3%'ZrrotS_ - ' �r eSCdb�g fR��J� NORTHERN ENGINEERING Supplemental Memorandum to Overall Site Drainage Certification Checklist Date: November 21, 2014 Project: The District at Campus West NE Project Nos. 670-001 Fort Collins, Colorado 80521 881-001 928-001 Attn: Mr. Dan Mogen, El City of Fort Collins — Stormwater Utility 700 Wood Street Fort Collins, Colorado 80521 . Re: Structure Permit No. Address Building 1 B1207468 1308 W. Plum St. Building 2 B1207469 1112 W. Plum St. Building 3 B1207470 1204 W. Plum St. Parking Garage B1300691 1204 W. Plum St., Gar# Dear Dan: This memorandum serves to supplement the items.outlined on the Commercial, Multi -Family and Subdivision Certification Checklist, as published on the City of Fort Collins' website. As you are aware, this project has an,extremely unique stormwater management system. Many of the strategies that were employed had never been done in Fort Collins, if anywhere else. The drainage concepts went through an extensive vetting process and incorporated input from numerous design professionals and other contributors. Due to the rare and complex nature of these drainage systems, it does not seem prudent to rely on the standard certification checklist by itself. A few simple clarifications that correspond directly to standard checklist items are: N� PVC was utilized for all courtyard drainage pipe instead of HDPE Domed grates were utilized at all 'DS2' downspout locations instead of standard grates. N 'Standard' clearance from other utilities could not be provided in all locations NE Joint types and adapters varied due to differing pipe materials None of the items listed above are of major concern. The switch from HPDE to PVC is equal to or better than the approved design. The corresponding joint types and. adapters maintain the water- tight requirements, and no joints or adapters fall between the building foundations and the lined detention reservoirs. 301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernengine'ering.com ■V I NORNH ERN The District at Campus West I Drainage Certification Memo 1 11.21.14 The constrained site area, combined with extensive amounts of existing and new utilities precluded the ability to achieve 'typical' separation and clearance in many instances. Some locations have various utilities and/or conduits directly on top of one another. Most of these instances were known during design and plan approval, and all of them were observed by the respective contractors and/or City Inspectors in the field during construction. The domed grates should not significantly impact the functionality of the drainage system. That being said, these downspout locations should be routinely monitored to ensure flow is properly entering the drain basins. Excessive spillover or ponding is not acceptable, and will require corrective action. This also applies to standard grates in hardscape areas. A containment curb or similar measures could be considered if downspout discharge yields an undesirable condition. Other field adjustments outside of those outlined on the City checklist were also made. These items are considered ordinary with construction projects of this nature. Such items include switching Inlet 1-2.1 from a single combination inlet to a 5' Type R, adjusting the shape of Pond li, utilizing alternate subbase aggregate, and having a lower floor on the parking garage stormwater vault. These deviations are documented in the Record Drawings, Construction Photographs, Project Submittal Data, and other supplemental information provided with this certification package. Perhaps the most unique aspect of this development's stormwater management system is the underground detention and water quality facilities incorporated in the courtyards. While permeable interlocking concrete pavement (PICP) systems are not new to Fort Collins, the scale and complexity of those at The District at Campus West are one of a kind. These 'ponds' are not the usual PICP sections, and extend underneath multiple surface treatments, not just permeable pavers. Large underground aggregate storage reservoirs of this nature have rarely, if ever, been integrated into an urban redevelopment of this magnitude. As such, the following supplemental materials are being provided as part of the overall site drainage certification package: N9 Project Submittal Data — geotextile fabric NA Project Submittal Data — PVC geomembrane ND Project Submittal Data — subbase and base aggregates NA Installation Reports — PVC geomembrane N9 Subcontractor As-Builts — PVC geomembrane N9 Subcontractor Correspondence — response to parking garage detention vault corrections M Contractor Correspondence — response*to items noted during construction N5 Construction Photographs N!, Certified Post -Construction ALTA Survey NA Record Drawings These supplemental materials help to better document and confirm the constructed drainage systems at The District at Campus West. However, even as comprehensive as these items may seem, it still is not possible to document every aspect of this project. Northern Engineering was not on -site to witness each and every drainage component. D Prnjectsl&70-001\Draitwg:�OmbG:rt�(5[rota[-;ampcs-V1est_Suppimertel-kle�no 2014-11-21_ducx Page 2 of 4 NORTHERN ENGINEERINGThe District at Campus. West I Drainage Certification Memo i 11.21.14 Terracon conducted little to no testing and inspection services during construction. Since all of the drainage facilities are now buried underground, it is impossible to verify absolute conformance with all of the approved plans and specifications. Therefore, a level of reliance and inference must be made based on the supplemental materials. Due to the uniqueness of the development's stormwater facilities, the following recommendations are made. These items would be suggested regardless of the amount of documentation obtained during construction, and should not be construed as any reason to question the sufficiency of the project's drainage infrastructure. 1. Conduct camera inspection of all storm drains and underdrains prior to the expiration of the Contractor's warranty period. Ensure all lines are free of debris and obstructions, and that all joints and connections are watertight. This practice should be built into the standard operations and maintenance procedures of the community. Reporting should be done approximately every three years to start, and can be adjusted to ± five-year intervals thereafter. The frequency of camera inspection should be adjusted based upon the results obtained, and what measures, if any, were employed to remedy any observed deficiencies. 2. All drain basins, downspout connections, and other inlets should be inspected at intervals not less than one year, but preferably twice a year every March/April and September/October. Inspections should confirm the structural integrity and continued drainage performance of said facilities. Debris and accumulated sediment should be removed and properly disposed. 3. The entire property should be walked after each major rain event to ensure that all drainage facilities are functioning properly. Standing water should not be observed in any area for more than 24-hours. Such a condition indicates a problem, and immediate attention is required to identify and correct the cause. 4. The stormwater vault within the parking garage should follow similar inspection guidelines, with a slight difference in maintenance practices. Access to the vault should be secured and only made available to qualified personnel. Accumulated sediment and debris should be removed and properly disposed of from the sump pit and forebay. Any debris in the detention vault and sand filter should also be removed, and the surface of the sand filter should be raked annually. Standing water in the six inch range is expected in the forebay. The sump pit is also expected to have standing water. Refer to Finfrock's MEP operations and maintenance manual for guidelines on the sump pit. It is recommended that the sump pit and parking lot drains get extra attention during winter freeze -thaw cycles. 5. The Standard Operating Procedures (SOPs) included as Exhibit 'B' of the Development Agreement for The District at Campus West, dated April 18, 2013, shall be followed in perpetuity. 6. Modular Block Pavers shall be maintained per the above -referenced SOPs, as well as industry standards and guidelines for PICP put forth by the Interlocking Concrete Pavement Institute (ICPI). D:Wmject0,610-0011Drai;ug%Drn.-CemrDistdct-at-Campo -West Suppltnental-Memo 2014-11-21.tlocac Page 3 of 4 ■� INORTHERN Is ENGINEERING The District at Campus West I Drainage Certification Memo 1 11.21.14 This project is unlike any other developed in the City of Fort Collins. The existing and developed drainage systems proved to be quite challenging and complex, yet led to innovative solutions that had never been seen in such a manner. As thorough and comprehensive as this certification package may seem, it still does not capture everything that went into the drainage systems. Acceptance of the overall site drainage certification should also not be deemed as the end of needing to keep tabs on the stormwater infrastructure. It remains critical that current and future owners stay on top of inspections and maintenance, perhaps more so due to the unique nature of these facilities. I realize there is a lot of information in this package. I also understand that the relatively unprecedented nature of these drainage systems gives reason for increased diligence. With that in mind, it is possible that additional information beyond this initial certification is warranted. Please feel free to contact me if you have questions or would like to discuss these matters any further. Sincerely, Nicholas W. Haws, PE, LEED AP cc: Steve Beins — Construction Enterprises, Inc. Steve Fisher — Construction Enterprises, Inc. Nick Anderson — Residential Housing Development enc. D:Wrnjeutsrfi70-rtUllDrainagegDrngCert�Distact-at-Campus-West Sup{rltnental-Memo_2014-11-2 LdXX Page 4 of 4 THE DISTRICT AT CAMPUS WEST Cltyof 1112, 1204, and 1308 West Plum Street F,6rt Collins COMMERCIAL, MULTI -FAMILY AND SUBDIVISION CERTIFICATION CHECKLIST (Overall Site Drainage) Please fill in all applicable items in this Certification Form for Commercial, Multi -Family and Overall Single Family sites. A copy of the approved grading plan must be submitted with the as - built grading plan. (It is preferred to have the as -built elevations written in red next to the approved elevations) 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, Drainage Facilities, and Common Open Spaces 1. Pond Certification N/A • 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) k. N/A • 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) N/A • Placement and size of riprap or alternative permanent erosion control measures OK • Orifice Plate and/or Water Quality Outlet Structure Installation OK • Water Quality Capture Volume (Volume Required, Volume Provided and Water Surface Elevation) N/A • Berm and Embankment Compaction Level OK • Subsurface Media for Water Quality Ponds and Swales NORTHERN ENGINEERING -'ryt Collins 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. Pipes OK • Size and Type OK • Slopes (As -Built and comparison to 0.4% Minimum) N/A • 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 ■V NORTHERN 2 THE DISTRICT AT CAMPUS WEST ENGINEERING 1112, 1204, and 1308 West Plum Street 4. Concrete Pan Channels N/A• Size N/A• Slope N/A Cross Section NIA • Thickness NIA • Elevations 5. Inlets OK. Size and Type OK • Size of Opening (or name of Standard Detail used) OK• Grate Elevation OK• Invert Elevation OK• Box Size 6. Street Cross -Pans OK. Size OK. Type OK. Grade OK• Elevations NIA Cross -Sectional Depth OK• Tie-in to Curb and Gutter ■� INORTHERN ENGINEERING 3 C �,,,tty of THE DISTRICT AT CAMPUS WEST 1112, 1204, and 1308 West Plum Street City of F6rt Collins 7. Culverts N/A • size WA • Type N/A • Invert Elevations WA • Headwalls or Wing Walls 8. Sub -Drains OK . Size OK • Type (Perforated/Solid) OK • Cover OK • Backfill OK • Geo-Textile Liners OK • Clean -Outs 9. Curb Cuts N/A • Size N/A • Tie-in to Swale, Pipe or other appurtenances 10. Common Open Spaces N/A • Overall grading contours of open spaces N/A • Spot elevations adjacent to private lots (property corners) NORTHERN 4 THE DISTRICT AT CAMPUS WEST ENGINEERING 1112, 1204, and 1308 West Plum Street ,mot`` ins B. Grading certification 1. Certification of Grade Elevations: OK . Minimum Opening Elevations OK • Top of Foundation Elevations OK • Comparison to 100-year Water Service Elevations OK . Comparison to Freeboard Elevations and Base Floodplain Elevations — BFE 2. Verification of Site Grading: OK • Engineer to evaluate site grading compliance with the approved grading plan. OK . As -built elevations are to be redlined onto the approved grading plan sheet showing the as -built spot elevations next to the design spot elevations so compliance can be verified and documented. C. Certification of Erosion Control Measures: . 1. Permanent BMP Measures: OK . Permanent Vegetation (no more than 6" bare spots and weeds under control) N/A • Riprap or alternative permanent erosion material N/A • Riprap Bedding N/A • Cut -Off Walls or Channel Drop Structures Cross -Sections OK • Sediment Basins OK • Water quality ponds/Sand Filter/Bio Retention Construction and liners N/A • Permanent Netting Mats or Blankets N/A • Mulching and Seeding ■� NORTHERN 5 THE DISTRICT AT CAMPUS WEST ENGINEERING 1112, 1204, and 1308 West Plum Street Forof t` Collins 2. Temporary BMP Measures: N/A • Mulching and Seeding N/A • Temporary BMP Measures as shown on Erosion Control Plan D. Post -Construction Site Cleanup: OK • Construction Debris Clean -Up (In particular debris affecting the drainage) OK • Smoothing of Ruts in all Construction Areas OK • Reseeding of all Areas Affected by Construction Activities (Usually enforced by the City's Erosion Control Inspector but the engineer Certifying the site needs to notify the contractor if areas are not seeded) 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 Registration No. 39767 NORTHERN 6 THE DISTRICT AT CAMPUS WEST ENGINEERING 1112, 1204, and 1308 West Plum Street NORTHERN ENGINEERING The District at Campus West I Bldg. 2 — Parking Structure Stormw )w weir _,.-.MM!M overflow weir Stormwater vault —sand filter chamber with underdrain pipe Drainage Certification Photographs Page 1 of 20 NORTHERN ENGINEERING The District at Campus West I Bldg. 2 — Parking Structure Sand filter rom forebay Stormwater vault — forebay (where sump pit discharges) Drainage Certification Photographs Page F. The District at Campus West I Bldg. 1 - Pool Courtyard NORTHERN ENGINEERING Anchor beams in place - excavating for full reservoir depth Excavating subgrade in preparation of concrete anchor beams eye _ PVC gray) on top of geotextile fabric (black) Drainage Certification Photographs Page 3 of 20 N NORTHER ENGINEERING NORTHERN The District at Campus West I Bldg. 1 — Pool Courtyard jWe1M gill ,41 ebE i Geotextile fabric in place prior to impermeable liner Drainage Certification Photographs Page 4 /V NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — Pool Courtyard Certified PVC liner an,l 1-I .,,— , mn j< ®&fL lllhll Fully lined impermeable reservoir — looking west ON'_ sue. J� A L� PVC pipe boots maintain watertight penetrations Drainage Certification Photographs Page 5 of 20 NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — Pool Courtyard Fully lined impermeable Outl south ewer reservoir excavation — northeast corner of courtyard of geotextile fabric Drainage Certification Photographs Page 6 of 20 NORTHERN ENGINEERING Ww Geo-fabric is Both PVC liner and geotextile L Placing subbase aggregate above Drainage Certification Photographs angular rock system The District at Campus West Bldg. 1 — Pool Courtyard AL - Perforated PVC drain Upper solid r.r, Northeast corner of courtyard is the last area to get lined Subbase r,A40pp- iping is run Page 7 of 20 NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — Pool Courtyard ,tends up through subbase reservoir layer i _ ■ si Structural columns aggregate Gas piping and electrical conduit runs through drainage aggregate Cc cabana :91 l � � East half of pool courtyard with subbase layer nearly complete Drainage Certification Photographs Page .V NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — Pool Courtyard -r - Alcoves and roof drains connect into dispersion piping �7Ko, JIM trellis now sits on columns that were placed through rock Permeable interlocking concrete pavers on setting bed � P�7! � '� PP Drain basins used as junctions and for access / maintenance rR' Permeable paver setting bed around concrete table tennis area Permeable pavers placed with 'Ashlar' pattern Drainage Certification Photographs Page 9 of 20 NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — Pool Courtyard 17 Drain basins convey water areas Downspout and drain release into underground reservoir courtyard — downspouts pipe into rock layer Drainage Certification Photographs Page F_ NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — East Courtyard raw Formwork in place for concrete anchor beam r 41l'.1 f Roof drain discliarge5 Liro-t,1. aac-hor be,: � T I looking south to Plum Street Concrete anchor beam sets edge and height of storage reservoir Geotextile fabric serves as bottom protective layer Drainage Certification Photographs Page 11 of 20 (NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — East Courtyard Completed Bench on left is clubhouse water service PVC geomembrane liner is placed above geotextile fabric Welded pil =netrations Drainage Certification Photographs Page 12 of 20 .y NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — East Courtyard Completed PVC geomembrane liner — looking east Courtyard looking south towards Plum Street Roof drains and landscape drains discharge into subbase layer Upper dispersion pipe network, risers from bottom underdrain � I aril ii Courtyard looking north Drainage Certification Photographs Page 13 of 20 NORTHERN ENGINEERING The District at Campus West I Bldg. 1 - East Courtyard Compacting aggregate prior to placing pavers Looking south - subbase aggregate completed pavers on setting bed Bedding aggregate P. i s M. Looking south — forming edge restraints Looking south — permeable pavers nearly complete Drainage Certification Photographs Page 14 of 20 NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — East Courtyard Hardscape complete — looking north Fj Main entrance into clubhouse and leasing center necessary to make up grade at east side of courtyard rt of Steps and ramp up from courtyard Drain basins to capture downspout discharge and landscape beds Drainage Certification Photographs Page 15 of 20 .V NORTHERN ENGINEERING The District at Campus West I Bldg. 1 — North Storm Drain i $+ Fully fused HDPE assembly prior to placement Vertical area drain riser and smaller downspout connection Joint to be field welded to maintain 'jointless' system Other utility conduits directly above storm line Typical north side alcove with large electric gear Drainage Certification Photographs Page 16 of 20 .� NORTHERN ENGINEERING The District at Campus West I Private Drive Excavating g 1 and Parking Garage Underdrain pipe and subbase aggregate pipe placement Subgrade excavation looking north Drainage Certification Photographs Page 17 of 20 INORTHERN ENGINEERING The District at Campus West I Private Drive y• r f i "l Subbase reservoir from above Temporary geo-fabric protects reservoir during construction r Subbase aggregate complete to top of anchor beam Drainage Certification Photographs Page NORTHERN ENGINEERING The District at Campus West I Bldg. 3 — Courtyard Narrow to get excavation equipment into courtyard placement Drainage Certification Photographs Page 19 of 20 .V (NORTHERN ENGINEERING The District at Campus West I Bldg. 3 - Courtyard ' ■n 11 reservoir prior to rock placement Another layer of geotextile above r � _ ?t��� • w yt�� tw v = . 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I' I (1209) (1205) TOWN SQUARE CONDOMINIUMS ' I ■ �U W ■ uj I W L11 Z J F 2iia) .SQf PARR II ` SECMDMY ELECIRI[ ��� M1ERE REOPMD 0!\1\ I (-2.5' DEPTH) ^LB■y9EJ"Nj/^/ T2P B'oRI' D R RELOCATED TELPHGNE PROPO� J (LOGTaM (•-2.S COVER) LDIFVOLTA4E CUOIL' AM CABLE CMD, F; (Br otmi A (-5• DEPTH) UTILITY SECTION B-B UTILITY SECTOR AT MDL + ATS ®NORTH 30 D 10 DD EOTwt N FELT)LEGEND: L EXISTING STORM SEWER � .� ENSTNG CLEANGUT EAs`VNC TELEPHONE ' - EXISTING; EVICTING WEYER EXISTING CAS o ENSmHG ELECTRIC BOA EXISTING CABLE TVav- - a,00ucf EY1SnNG FIBER OPEC EXISTING ELECTRIC VAULT � Oy •NHL EXISTING UNDERGROUND ELECTRIC -L@ EbSTMC WATER YCiFR EXISTING B- MAYAN, SEWER EWSTNG WATER NRB G1CP iJ M i EXISTING S- SANITARY SEWER �sAA EAISTMG SANITARY SEM N SERVICE - - EMSTNG EASE HYDRANT rW •lA'• EA9RNG 3/4- WATER SEANCE - -w EMSTNO IRRIGATION 90x � EAISIING 20' WATER •ir'w EXISTING WATER YANiOLC EXISTING 6- WATER Pw EXISTING r WATER w CASTING POWER POLE ZCD B f1cISTNG OVERHEAD UTILITY rvry EASING LIGHT Pq.E EASING FEMME EXISTING GAS METER EXISTING ROW EAISTNO TELEPHONE PEDESTAL PROPOSED ROW Fw51MG TELEPHGJI BOA PROPOSED STORM SEMEN PROPOSED fpSTNG TREES �HO' Z B SANITARY SEVER SERVICE PROPOSED DOMESTIC WATER SERVICE �/ of y' rl�� PROPOSED EASE SE"'Aa tv-TF - PROPOSED STORM INLET O PROPMED UNDERGROUND ELECTRIC p11CPp STONY MANHOLE ) Z Z PROPOSED TELECOM PROPOSED) WATER APNIRRNMES \ W 2 PROPOSED CABLE �MV� PROPOSED GAS LINE PROPOSED PEFYEAS E PROPOSED LOW VOLTAGE (BY OTHERS) -..-u- SS -BASS PROPOSED IRNGATM MAN PRCPOSEL LANDSCAPE PROPOSED WATER RATER AND w BEO/ANJtER. CURB STOP OOWNSPGUT (DIRECT PIPE) O WART (GRAN BASIN) p'p NOTES: I. FASTING UNDERGROUND AND OKANEAD RIBUC AND PRIVATE UTILITIES AS SNOMTI ME INDICATED ACDORDNG TO THE REST Y INFOMATCN AVAILABLE TO THE ENGINEER, THE ENGINEER DOES MOT GUARANTEE ME ACCURACY OF SUCH INTORMIKIN. EAISIrI., UTILITY MAINS AND SERVICES MAY NOT 9E STRAIGHT ONES OR AS INDICATED ON THESE MANSES. THE CONTRACTOR S ALL BE RESPONSBLf TO CALL ALL UTILITY COMPANIES (PUSUC AND PRIVATE) ARM TO MY CONSTRUCTION 10 TERRIFY EXACT UTIUTY LDGTONS. _. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS S' Mi M BUILDING UNLESS NOTED OMERNY. EMAL'T LOCATIONS (HORI$ONTAL AND VERTICAL) ORALL UTILITY CONNECTIONS INTO ME PRMOSCII BUILDING SHALL BE COORDINATED ACTHAPPROVED MECHAMCAL/PLUMBING MANNGS3. Wi REFER TO APPROVED STE ElECNNCµ PLANS FM ALL CONGU13 AND POWER UK ROUTING FOR SITE LkNTNGs <. WATER M0 SEVER SERVICE PROVIDED BY THE OTT OF "I MILLI 5. Yw WENT OF COVER OVER WATER MAINS SHALL ME A.V MAXIMUM MOVES SHALL IN SS'. n 4. M.MNTAN 10' HORIZONTAL AND 16- NATOµ MINIMUM SEPARATION BETWEEN ALL SRIITMY SEVER a WATER MAINS t SERNGES - m F8 1. ALL WAMA FITTINGS MD VALVES ARE ABLY GRAPHICALLY REPRESENTED MD ME NOT TO SCALE. H SNWTMY SEIgR SANMES SHALL SE SM-35 PAI •b' SY 9 WATER MANS AND FIRE SERVICESSAL BE SABE AMA C-900 PVC. WATER SERVICES Z-NOES M SMALLER SHALL BE TYPE K COPPER OR HIGH DENSITY P0.TEMYLERg [HDFE). NATER SERVICES LARGER MAN 2-NOHES SHALL SE DUCTILE IRON An (DIP). ID. THE LOGnM OF PROPOSED MY UnunES AS SHOWN M THIS MAN ARE SHOWN FM HORIZONTAL ALIGNMENTS ONLY AND ARE APPROMMAM PHI DESI MS OF MY Uni GULL BE PERFORMED BY THE APPROPRIATE "LITY COMPANY AND/ON ENSHI 11 Ann. INTERNET AND MUENSON SERVICE TO BE PROVIDED BT CLNTNYI3xK. COMLAST. OR OTHERS AT THE OWNER'S OSCRETIM. APPLICABLE GENDAM FOR PROSPECTIVE Ui COMPANIES SHALL BE PADNDE). CONTRACTOR SINE COORDINATE RIM OWNER. UTILITY COMPANIES. UMM. 0 IMNI 13. ALL CONDUIT ARCED BY THE CONTRACTOR FOR CABI£. PHONE WHO INTERNET SHALL BE EWIPPEO MM PULL TAPE AND LOCATE ACRE PER ME SPECIFICATIONS Cf EACH UTILITY COMPANY AND IxFRASYS, 13, ELECTRIC SERVILE M BE PROVIDED BY ME ON CT FORT GOWNS. THE CITY SHALL w51ALL THE TRANSFORMER MD PRIMARY LINE FROM ME CMNECTM PONT AT ME EXISTING MNN TO EACH TRANSFORMER. ME MOST OF ME PRIMARY USE. TRANSFORMER. AND INSTALLATION Of THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING S"ALL SE THE RESPONSIBIUTY OF THE DEVELOPER, ALL ELECTRIC VAULTS ARE TD BE LOCATED N THE LANDSCAPED PMKNAYS. IL. ELECTRIC MANSEGRYER PAD SIZE IS APPROXIMATE, COORDINATE FINAL LOCATION AND SIZE CY TRANSFORMER " APPROVED ELECTRICAL BANS S. GAS SERVICE TO BE PROVIDED BY AM ENERGY. XCEL SHALL INSTALL ALL GAS SCRAMS AND METERS, THE COST DF ALL THE SEANCE INSTALLATM SHALL BE ME RESPONSIBILITY M THE DEVELOPER. r6. CMTiAC1011 SHALL POTHOLE ALL pISTNG UTUYES WHERE CROSSING PROPOSED UnUTES AND MANIVEMENTS PROR TO INSTAWxG NEW UTUDES THE CONTRACTM SHALL NODFY ME ENGINEER IMMEDIATELY M MY CONFLICTS NOT IDENTIFIED ON THESE PLANS, I], PROPOSED B-WCH SANITARY AAER SERNGE TO BUILDING 1 TN.T GROSSES ME EXISTING 20-INCH WATER MAIN IN WEST RUSE SAILER SHALL MOSS THE EMSINL WATER MAIN AT ME SAME LOCATON M THE EMSTAG III SANITARY SERVER MAIN THAT TO BE REMOVED NTH THIS PRO.ECT IN DAIST STREET. IS CONTRACTOR STALL ENSURE THAT LrIJTY SERVICES. CCNOUITS. AND MY OTHER SUBSURFACE APPMIENMCE WTHIN ME AREA THE POMEARLE SUB -BASE ARE INSTAUED PROM M. AND UNDERNEATH OR AROIMOITHE PROPOSED PERYEMIE SUB-BAS SECTION SECTA MUM 6-INCHES BELOW M ASIDE THE PVC LNMFmER. MO PAOTHER MAN THE ROMP MAN LEADERS WITH THE PVC DOW SHOWN ON THESE II SHALL SE MACE THROUGH THE HAG LIAM. 19. CONTRACTOR SHALL COORDINATE OTHER GR UTUTIES NOT SHOWN GM THESE MAWNLS: INCLUDNG BUT W07 LI ATED TO. 61RWTM (BY HARES). PRIVATE SIR EIECTMIM MD GAS (BY PPE). LOW-vOLTAGE/TELECOWUMICAMONS (BY NFNISM). AND P00. SYSTEMS (BY HIGH COUNTRY) TYPIGL MSTALLATCN DEPTH OF SAID UTILITIES SHALL ME MAUSIED. AS NECESSARY. TO AVON MY POTENTIAL CONFLICTS WM 1M WATER. FIRE. SANITARY SEWER. AND STORM MAIN LABS 9110MN M THESE CIVIL MAWMGS 20, CONTRACTOR SHALL REAR TO ASV-D01 ISSUED ON 1, 0x.xa.mu BY HUMPHRE•S A PMMEIb ARCHITECTS GIITECTS [ 1' v ..f ''' I 1 I 111 - r (HPA PROJECT NO, 2011122 PM CLARIFICATIONCCLARIFICATIONM III 1 "H I' ..1 (r \ 'I'lU'I. SCOPE OF UTILITY WORK BETWEEN THE GARAGE � CONTRACTOR (FINEROCIt) AND THE APARTMENT i CONTRACTOR (CET). 1126 GlL IRUry 1pIRIGATM CNMIFA Of R l:ai era wM�6s RIM 2 PrWIm W W M .P...M MAKE i PLAYL u Lv+nn PPI IY rIM^NM v LTmIPNp IN1CI vR1H6 Sheet C300 Of 45 SheBb I I I I iI I FT�-r7 EXISTING xeEi J L-mS.63 INv. (W)-'A3e.a 02• NOR) (700) MM. (E)_mm.m (lz• WSP) SUNSTONE CONDOMINIUMS IS eXIBIBJ9 PROPOSED 1't� T- .I B• 1RAN$ W tog t. / 1 I,rv� m I r.: 1 U) 1 ro',& "1 eRWOSFD B AIRRij, (,� 1 WATER YX)IN `R ■ , z PRAI U 6 GRID T V.. YPNLE LII BUILDING I ONP ISE% ,%' h II . MASTER it A.. �e -op SEND l W. Y.J. • J _ _ E '"Mid r 6.3' MDITIOWAL 1'_ I ROW (ME PLAT) u I FISTING RAF! L-mJ1.OS INV (WI-5029.67 "I" RCn Inv. (0-5029.67 or TER) PROPOSED CABLE AND E TCIECOM RELOCATION (DESIGN 91 OTHERS) PROPOSED ELECTRIC METERS (SEE ELEC. PLANS) i Le' ADDITIONAL RON (SEE PLAT) PROPOSED CABLE, TELECOM µD ELECTRIC .NEXT TRENCH (DESIGN BY DINERS) PCCI IRRIW TM CBOSLHG SJR LP J' STEEL CASING MI (i• MICR) (SCE HONES PLANS) PRCPOMD PRIVATE FIRE YRNCE uHE (SEE Y'n 19) (;, 6- SS SERVICE - a 1 ZETA TAU ALPHA 1 - 1 FRATERNITY PRIVATE TELECUNINRUTgN EOSSM, G76 Ir 12• STEEL CX9MG PPE IF mc,A) (SEE IMFWasn PLANS) N : PRaosm '- ,/ TRANSFOPLIER 41 FOR MDG 1100FORNINERRS W rtTd 9Rn Fmi O�i1. �I (DESIGN BY DINERS) nWM n"R . _ _ _ ..• WW _ o R.N „_ ,,., WEST PLUM STREET (ROW VARIES) FINE • . PUNTING SSMn RN-50007.4 fr 2 - .. 1 EXISING W MX RIM-3L19 m I IHV (wj-$p23.11 (e' VLF" My.(E)-53210S (B• VCP) i..! F- NV. (N)-511I IIIVLF) INV. (W7-xu3s (B MOP INV. (E)-602].29 W NY) ~'•', 4"'I' i,- . _ PROPOSED ELECTRICr T (DESIGN BY OTHERS) Y WKM 1 EXISTING J WALX AI� UTILITY SECTION C-C UTILITY SECTION AT MIMING 2 HIS FLOMTUNE � I LI (.LOCAnaM VARIES) o P PPOFOSEo RELOCATE TELEFHWE LOW -VOLTAGE AND CARE CONDUITS (BY OTHERS) UTILITY SECTION E-E UIUTY SECTION AT RDG 2 Nn B R I MOPOSEG �1.��-; PROPOSED ELECTII i ffP •I • VI METERS (SEE ELEC. PLANS) BUILDING 3 . UNp[9EPAWJ 4 - STOP,M LIRE 1.3 aee BTDRM F{h l l 1 �IP W STOIYP\F. I LIE ADBm01UL FOR 1 (SEE RAT) :JIG m PROPOSED 6-NCH FIRE Vm II SEANCE UI TRW M MASTER FIRE PUMP e"-m' BEND W. T.B. 1 1 M,12T2m.m E:Iee99478 e- SS SERVICE 6 1 2.0% e • 12 9•-90BEND W. tB. 11.5' AORTIWAL 1 N:12T2J).DB PflOPO Pp$Ep NOW (SEE PLAT) PROPOSED 1 10 M CIM9411 OF -WAY 1 n' AO M ��III (729) KAPPA KAPPA CAMM..4 PRATER.VITY AM. (N)-mule (0' MCF) N'M-m23Me WMCP) NO ELEVATIONTO SE f--t- WOLUM PER CITY STANDANDS PROPOSED GAS SERVF.F (DESIGN BY OTHER` mm n) II , TAU OF GAMMA MMA PPIf BETA SORORITY INC r• �- ! fA� [XISTTNc RGNT-a-wbr --------------- 1 TAU OF CAMMA PHI + BP.7'A SORORITY INC -•W lrl "IMPOSED ELECTRIC < (DESIGN BY OTHERS) STORMLINEI •I BR eFMM WM1 EXISTING TYPE W'INLET R A . m27.75 INV. III (IS- RCP) IN :2,H ((6' VCR) MAG (6' vE) CXISTNG RIM-5011.17 SS MN 2.sT (a' VCR) INV. (N1 50I INv (wR.BE. INV(E)-5021.S7 (e• va) (6' VCP) UTILITY KEY (SHEET C301 ONLY): Oj PRW05E0 STREET URWT ® CONNECT TO EISTMO 6' ® CONNECT TO BUILDING (SEE NOBS VA13) WATER ELAN W/ ICA- SERVICE (SEE NOTE 2) ® PROPOSED ELECTRIC VAULT TAPPING SLEEVE W/ 6• GV (N) AND T8 ® CONNECT TO EXSGNG 20- (ME MOWS'"13) N:127236.511 WATER MAM W/ 2T,4' TAPPMO SUEDE W/ t' ® CONIftt TO EXISTING 20• WATER : 188941]0 (ENSURE VALUE IS OUTSIDE ON (M) AND T.B. - MAN W/ ffTAPFNG SLEEVE O CUM sELRa) N:12710.64 E:101026.79 _ W_/ A- OV (N) AMID TB.. PU.2 / xJ REDUCER DOWNSTREAM OF O M ASSEMBLY ® VI OIOSSMLS. ANTE VALVE M: 1171l5.30 STOW Nv, WVT LIME ! - - - N:I2T07.48 E:10880113 E:1MUNI FIBER i.01 m27.2t REC T.O.P. m23.2x , - - ©UTILITY, CROSSINGS (D CONNECT TO FISTING W TELECOM T.O.P. 501 FMG T.C.P. m26.{S SRMTµY MAN W/ (LONER PROPOSED WATER GAS T.O.P. W26.7i PROPOSED MANHOLE SEANCE UNDER PROPOSED TELECOM T.E.P. 5OM2X N127250.11 SEEM SEWER) (ME NOTE (SEE NO1) E1RSIMI EX. INV. 5022.97 ® A- KMR AND 9ERPM ® T METER AND SERVICE INV. IN 5024.97 (E) N 12722196 (CENTER) 7 J % I NL127223,14 (CENTER) E1e96>O.b (ttxRR INV. IN 502117 (M E. 1B85p4.19 (GENIE) ENSURE LN IS FLAG Eb IN WALK ENSURE LID Is PLACE IN @ TO III LAxOSCME MEAL P 1 1 EXSTNC LANDSCAPE MCA BUCIILOIMO INV 501 ® CONNECT TO EXISTING V IN I I 3 WAN ® CORRECT TO BUILDING SERVICE (SEE NOTE 2) µG C%R AN ro VICE BUILDING BOOSTER Pu4v ROOM M ® CONNiC SEANCE RELOCATED HYDRANT Lyi R y�i ® EME PRE DTMT MIMy INV m2176 IA k1 ( w I CONNECTION (SEE NOTE 2) M. RINSE) R R W 1 P UTILITY SECTION D-D UTUTY SECTION AT BUILDING J NTS 5' umm - P SECWDMY ELECTRIC �- WERE REWIRED 5020 51 OETH) r 9+75 10+00 11+0( ° F I ---AP .HNMP W i IOU.. PLAWANY, H. F NPRCIPA PROFOSEO FtDW Wf T-u.Iw. o FMU ue .r Ir STORN,cKX) R¢aATE T3ERHWE 7 FWv.R wEA,Is pNs91i<3N WAAlagiumAn Sut APO)AAX. TIME MOP03D (LOLATWAND M' I TR e� PA. pFP ' dAIRIP PN . HR N WAHA Aw coLErt) LUA'-vMTA¢ VARIES) ;, ccEAetE)caxpHRTs ."•iaW.mX: rn9sRN ,PIP IN .A..P.m WNA.Ie nAYP IOU .vwlsN OTHERS) BY SECTION + PRIVATE FIRE SERVICE DETAIL UTILITY SECTION F-F r%1 ',Tull T_TOH AT BLDG 3 NISI T. JD 0 30 m NO Fort ( IN POET ) LEGEND: I"°n' SO OIL EXISTING SPIRM SCREW EXISTING CLENNOUT FISTING TELEPHONE EXISTING ELECTRIC METER EXISTING GAS DOING CABLE TV a EXISTING ELECTING BOX "ISTMG NEWER OFTC ID-- EXISTING USING VAULT r EXSTMG UNDERGROUND ELECTRIC - UN- EXISTING WATER YCTC11 YLJ� yl, CXISTMG B• SAMTµX SERER -F IM - EXSTMG V SANITARY SIDER -WM EISNMG WATER CUM STOP - V EXISTING SWITµY SEWER SERVILE -i - EXISTING FINE ."NANT u CXISTMG 31e WATER SERVICE Wes- EXISTING IMWATROM BOX EXSTWO 20• WATER -2FW - EXISTING WATER MI EXSTMG V WATER - W W - DNNG 2*WATER -'W EXISTING POWER POLE •O. EXISTING OVERHEAD UTUIT --LwF EXISTING LIGHT FILE q EXISTING PENCE X- EXISTING GAS METER 0 EXISTING ROW EXISTING TELEPHONE PEDESIAL II MLCPOSEO ROW EXISTING TELEPHONE BOX D_ PROPOSED STORM SEWER PROPOSED SANITARY SEND SERVICE EXISTING TREES j ] 9c T PROPOSED DOMESTIC WATER SERVICE � PRWOSED FIRE S0 VQ PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC PROPOSED STCXLY uAxH0.[ _ PKKMD TELECOM T PROPOSED WARP APINRTENCES P PROPOSED CABLE PROPOSED GAS UK FFREI FERMI PROPOSED LOW VOLTAGE (BY -�•--- SUBI (DINERS) PRpPpS[D IRRGATW MAIN (BY DINERS) pWGF05E0 LµpSCAF[ T LL- PROPOSED WATER Y[IER AND W sm FP.ANRR NRB SICP OPWNSKUT (DIRECT PIPE) NOTES: DDVNSPNT VANN BASIN) (� I EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTUTIES AS SHOW ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE To THE ENLINCER, THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF ARCH INFORMATION. EXISTING UTILITY MANS AND SERVICES MAY NOT BE STRAIGHT ONES OR AS INDICATED W THESE DRAWINGS THE CONTRACTOR SHALL EWE RESPW51BLE TO CALL A4 UTILTY COMPANIES (PJBUC AND PRIVATE) PMp! TO µY CONSTRUCTION TO VERIFY EXACT UTUTY LOCATWS =C-1 r aL C WLz =W W 3 F- z • C:: m Z W FN 2. THE PLUMRND CONTRACTOR SHALL TERMINATE UTILITY UTERKS S' OUISCE OF BUILDING UNLESS NOTED OMfRMY. UA T m LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CWNECRONS INTO ME PROPOSE BUILDING SHALL BE COGROIHATED WTH APPROVED MECNANICRL(PLUMBING DRAWINGS 3. REFER TO APPROVED SR EIECIAICAL PLANS FEW N.I. CWWIIs AND POWER UNC RQUTHG PER SIR UGNTIxG A WATER AND SCREW SERVICE PROVIDE BY THE CITY OF FORT CORMS S. MINIMUM DEPTH BE COVER OVER MICR MANS SHALL BE A.S. MAMMUM COVER SHALL BE BS. P IF 0. MAMTAR N ID' HC ZWTAL AND IB' KRTCK MINIMUM SEPARATION ATION BETWEEN ASANITARY SEVEN IF WATER MANS i SERVICES. W' $ WO' }` 7. ALL WATER PIPINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND µER NOT TO SCALE. bd My { B. SANITARY SEINER SERVICES SHALL BE MR-35 PAC. 9 WATER MANS AND UK SERVICES SHALL BE AWWA C-900 PVC. WARP SERVICES 2-INCM6 M SMALLER SMALL BE TYPE X COPPER OR NIOI DENSITY RE,YEMYUNE (HDPE). WATER SERVICES UMBER THAN 2-INCHES SHALL BE DUCTILE TRW PIP[ (OP). H0. THE MICATO 1 BE PROPOSED OIY UTILRIES AS U004 W THIS DRAT NG ARE SHOW FOR HORZWTAL AUGNMENTS ONLY AND µE APPROXIMATE FINK DESIGNS CF CIY DIVINES HILL BE PERFORMED BY ME APPROPIIIAR UTILITY AND/OR CROAKER CDWWAH 'I PONCE, INTERNET AND RLENSHON SERVICE TO SE PROVIDED BY CENTURYL I CONCAST, OR OTHERS AT ME OWES OSCRETW. APPUGMI CONW115 FOR PROSPECTIVE UTWTY COMPANIES SHALL eE PRONGED. OIMMACMIR SULL [DOMINATE MIN OWNER. UTILITY COMPANIES, UPSO. AND INFINSYS. 12. ALL GENT IT PULED BY THE CONTRACTOR FOR CABLE. PHONE AND INTERNET SMALL BE EQUIPPED WIN PULL TAPE AND LOCATE F'^ E WRE PTHE SPECIFICATIONS ONS BE EACH UICOMPANY AND INPASn. v/ 13. EIECTRIC WRNCE TO BE PROVIDE BY THE CITY O FORT COLLINS. THE OTY SHALL INSTALL ME TRANSFORMER AND PRIMARY IL LINE FROM ME CONNECTION POINT AT THE EXISTING MAN M EACH TRANSFORMER. THE COST OF THE PRIMARY UNT, TRANSFORMER, AND INSTALLATION OF THE MCOMDARY UNE FROM THE MANSFOMER TO THE BUILDING SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER, ALL ELECTRIC VAULTS ARE TO BE LOCATED IN MC LANDSCAPED PARKWAYS IA ELECTRIC TRANSFORMER PAD SEE IS APRRCIMAIE COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER OPEN APPROVED ELECTRICAL PLANS, a IS- GAS SERVICE TO BE PROVIDE BY X61 EEGY. XCFL SHALL INSTALL All L L GSEANCES AND METERS THE COST OF ALL THE SERVICE INSTALLATIGN SHALL BE THE RESAGNSRUTY OF THE DEVELOPER, C L 16. CONTRACTOR SHKL POTHOLE ALL EASING UTIUMS WERE CROSSWC PROPOSED UTILITIES NO IMPROVEMENTS PRIOR TO Q INSTKUNG NEW UTILITIES. THE CONTRACTOR SMALL NOTIFY THE EUMEE WHAEOAMLY BE MY GWNCR NOT IDETmE W THESE PANS V j 17. PROPOSED 8-INCH SA PTARY SEWER SERVICE TO BUILDING I MAT FOSSE$ THE CX"MG 20-INCH WATER MAN IN WEST PLUM STREET $HALL CROSS THE EXISTING WATER MAIN AT ME BONE LOCATION OF ME DISTNG 8-INCH SANITARY SEWER MAN THAT IS TO BE RENT MM THIS PRGECT IN DAISY STREET. �l F 18. CONTRACTOR SHALL MMAE THAT UTI SEN(Y5, COMMITS ARE MY OIHE SUBSURFACE APWRTENMCE WITHIN THE AREA U OF THE PERMEABLE SIB -BASE ME INSTALLED PRIOR M. AND UNDERNEATH ON AROUND. ME PRGOOMB FE)M[ABLF SIB -BASE WCTCN A MINIMUM CE 6-INCHES 1010W OR ASIDE THE PVC LINE, NO PENETRATIONS OTHER THAN THE VOW DRAM RUDE$ RV WINTHE PVC BOOT SHOWN W THESE FI.MS SHALL BE MINE TIXI ME PVC UNER. LL 19. THE PROPOSED 6-INCH )IRE SERMSE LINE EOSSNC BLUEBELL STREET IS A PRIVATE UTILITY. THE FIE UME STALL BE PNDNOED WIN TRACE PURE MMIN ME PUBLIC MIGHT-O-WAY AND A IN LOCATOR STATION BOX AT EACH END FER OTY WATER DETAIL ZS. ME CONTRACTOR SMALL HAW THE PRIVATE LINE WCOMREL WITH THE UTIUTY NOT IUTW ce," BE COLORADO VPON Q THE M TV AI OF THE FIRE SERVICE WE MSTALLATW, CW7XAC70W SHALL BE RESPONSIBLE FOR PERMITPNC REQUIRED FOR THE INSTALLATION OF THE FIRE SEANCE LANE. REFS TO DETAIL 1 ION' THIS SHEET FW ADOT VIAL VERIICAL NEGRYATW. W 2G CONTRACTOR STALL REFER TO AS -MI ISSUED W 02.26.2013 BY HUMPHREYS At PARTNERS ARCHITECTS - W (HPA POF FOR CTME L f UN TI WOR201iM BEC UTUTY WOM BCINETH IN CMACF WAM ` CONTRACTOR (RNEOCN) AND THE APMTMFxi IN- - CONTRACTOR C . -/ cGNTRAGTGN (m)AH- � ,INy6-NIidR CKL MVYY NOTwYATIGNTFf1ERpf ����:3�.� Lr .13 � ,�HacR a°yx6HPM0MT ,g!•,G NG � ' ShBet ylC301PALIIWpypalltlg 7 RN.Im Mw W MYM4 oW W Or 45 Sheets My W vo•Z v MFAwrt Au x ImPINs v9eP uWMsa I EW, T i ■ T(121 RIAN RAMPAX) ♦• K �♦ .� Nina %T1 GRADING DETAIL <Wt BC.ME r• �P GRADING DETAIL CMI SULE 1' • w 1 GRADING DETAIL ♦ CiBl / s:NE r. Tv e GRADING DETAIL CeC2 f V.IV a GRADING DETAIL <wt BCME.r•q . +• • • e GRADING DETAIL C+02 6CNF P•q h k+. unnuunn■■ i �9 ■ camnArw sms ■ + + (SEE CETAES) ■ ♦ � DEcoRAnLE EANDsc.PE ■ / � (sE LAwscAPE Punsl V + �t h ♦ ♦ F F+ R ♦ Y�Y!i ♦ h i h h PRh +h ++++h/ PROPOSE➢ SHAI£ ■■■■■■■■■■■■r 20 0 ]0 O pPM (M FEET) 1 FMI = ZD It. LEGEND: EXISMG ROW — --- - -- - - - - ERSnNO EASEMENT LORE EXISTING CURB 6 GUTTER PROPOSED 25-FOOT VERRMAL CURB a GUTTER SECTg1 PROPOSED ROW _ PRO D EASEMENT - PRCPOSED SMAIE RR OGHTOURS C PR� SPOT EIEVATgN ten/ TBC - TOP BACK OF CURB ]% COP - OM OF PAREMEMT TOP - TOP O STNR BIM - BDnaM OF STAR Ef�� F.61010 SPOT EIE.POW /Tn!�EMl E[STFIG ORADF PROPOSED CRADE 1 EXISTMD TRftS t 1 fISTWG CCTI n RRCPOSEO C METE PROF`DSEO ASPHALT MILL MM1E AVD OVEREAT PROPOSED C ENHANCED PAV �RO��•. PROPOSED PERMEABLE SUB -BASE PROP03D E SCAPE (SEE NOTE 5) PRMOSFp sTgM SEER PROPOSED STORM INLET PROPOSED STOW ..OLE PEDESTRIAN ACCESS RAMP OORNSP OI (OPECT PIPE) pOWISyGHI (Ve. BASK) DOWSPWT (SITACE RELEASE) 1. EMSBNG UNMRUODU ANO OVERNEM RLBUC Alq PRnATE UNITES AS BHOFX MOE ls) ACCOPOMG TO ME BEST IWORMATIM AVAEASLE TO RE olemm NE ENOMEEM DOES NOT OUARMTEE THE ACCURACY OF SIGH "COMAlft EWSIRPi UTIUTY MAINS ANO SERVICES MAY HOT BE SNARR4T 10IFS CR AS MICATEO M THESE CRAVINGS TILE CONTRACTOR SI1ALL BE RESPORSBLL TO CALL ALL UTILITY CMPARdES (PUBLIC ARD PRNAR) PRIM M MY C ST TIM TO V£REY EXACT UTUTY EOCATONS. t. Au SPOT EIEVAnaHS swan ARE nRISIN) GHADE w USS NOTED DTNERRI2 A NE FINISHED FLOOR ELEVAnMS SHOWY ARE THE wRtMJM ELEVADMS REOOIROO FOR PROIECTIM RM NE IOW -TEAR STORM. E. NL MST RBED AISAS sRKl BE RELEGETATEO PER ME LANDSCAPE PLANS 5. CMTRACTOR SHALL REiW TO AND C HATE MTH ME APPROVSD LANDSCAPE PiANS FM DETNEEO HAADWAFf CESM ANO SITE FEATURES sKUf AS WE RANS. BENCHES TRASH RECEPTA S. LANDSCAPE RMII .0 M/Ed. LAI41= E WALL CORSTRIJIt M DEIIWA TOP V' IAFDXAPE WALL REVATI S% STAR AHD XAMORAE EEINI.S Nw SFFGKICADMS. S. MNTRACTM SIAll ERSUE MAT UTILITY SEANCES. U 75. AND AHV OMFR SUBSURFACE I TEI,MEff ONW IR NE AREA OF E PERMEABLE SIB -BASE AME IMSTMLBO PRHN TO. Aro IPCF%wI.N OR AROUND. NE PROPOSED PERVEAME SUB -BASE SECTICH A YNY OF B-INpOS BELOW OR AW NE PVC I.W. EQ.BKIDAIIWS OTHER NAM THE ROOF MAIN LEADERS •N NE M BOOT SHDRH GH RESE PLANS. slAll BE MADE THROUGH NE PVC UFFR. 2. CDRTR T SHALL. COMOMATE ONER STE IRUnEs MOT SII I A M nffff MARRGS: `4X BUT ROT WTi) TO. Po TICW (BY HNES). m"m SITE ELECTBCK AND WS (BY PVE). LOW-V4TAO/TEIECORRMC.VTgNS (11 MFMSR NwPOOLPSYSTEMS (BY IIKN COMIRY). T'MCK MSIAu.RM OFDN SAA MIYns SEMI BE AO.USFO. As MCESSMV. TO AVO) ANY POTENO4 CBELEDR UN NE WA". FEE, SINTNRr SEWER. ARw STOMI CRAM LMES SHOW OW nESE OW DRAWMGS B AESEA TO SHEET C.Bs FOR MTAEED POOL_ OR n et L B. REPER TO s1FETs CKie-co? FM CdUR1YARO s9RRADE PLAR4. k'ily of Fork Collins. ColornAllI 1 TII 1'I'N PLAN APPIt C+•LLURfTY NOTRpTgI CFNIEN 6 C • • RnoMW)IM's ION. Call Dewle pI dq wwsM�PLPEPa Ev:Ai ra,®a R.ff7o1i=D Dnb Sheet C402 Of 45 Sheets � v 1 BrpMA LINE +a ,'m BEf BTOPMPW .J I 1. M ENTRY Y TPUEN LL Y LWRTYARD SIEK nl y c (SEE pFTMlS )11 SEE BUILDING I yN CROING PLAN 1 rw AODMONAL INFORMATION BUILDING 1 FFEa5034.30 ENTRY .• - END ON CURan B) (RUsmTRAc) GARAGE • ENTRY BEGW WRB nw IS - CURB) e• WRB) • 3 EMRX SEEM IBM IS 0 0 11 OMEN ONE ME 46 ■ 10 FRONDS A ■ • p� •♦ ] EMRY (]) RISERS I ■ .• . III FRONDS I (3) MSERS TQ GRADING DETAIL CAD] SCALE 'r•IP ■ ` y7 GRADING DETAIL G� xaEr-IOU r2"I GRADIN CAD] 9GLE'T•+D MOVING mm TO ■ PROTECTED (TYR.) ) I BUILDING 2 FFE - 5033.34 (SEE FINFROCK PLANS FOR GARAGE FLOOR GRADING) I ITS rAg— ®yi -'PR000sFD iRi ALp3D TOI ADJU T GRI WALL ro ADJRT wI10E5 EXISTING ME TO BE 1� w PROTECTED(M) f 115IND EFNCE ro�. C SE REMOVED a e RPUCED (TOR) E, I I I PROPOSED WILL a OVERLAY y Im N AI CI` ILUVI STREET N (SEE STREET P&P) 10 Q III cw3 I 1 F f w ■ // / w LOOF DADS K.CAR n / o D FLOOR SIP ' IE J C RCX DRAWINGS)I / / Ia / I PROPOSED MEE PLAZA AI I'M AROUND EASING (SEE XT Ni I ifk'^� t� ��7 } Z • / / / / CIO] '///���/� / / 7 T / / / / / , / / / / , WEST PLUM STREET (ROW VARIES) .� d♦♦ 0 ��.rrrO 3GRADING DETAIL CONS SCALE I'• 10 GRADING DETAILGRADING DETAIL B DETAIL CM3 RME. r•to CAW SCALE. r-fv .�♦ 0 • **memo** GRADING DETAIL uos MCAIE r.10 ■ PFeo) ■ � c DS GRADING DETAIL (5) AREAS d ♦�0 A 5 IN�GN =A. r.TP f ir9y+f ff�t f a f a♦♦..... f f f a' PEDESTRIAN RAMP (12'.• MAXI (5) E0 0 XI AU SO FN( II I e�HU)R. LEGEND: EXIT ROW — — — — EXISTING EASEMENT LANE EXISTING CURB A QITTER PROPOSED z.s-FOOT +ERncu ------------�--� CURB A GUTTER SECTOR ,NCPOSEO NOW PROPOSED EASEMENT PROPOSED SWaE� PRCPO5E0 CONTOURS TS PROPOSED SPOT ELEVATICH MC - TOP BACK OP CURB Y EOP - EDLE O PAVEMENT TOP - TOP D' STAR ON - BOTTOM OF STAIR nlsnNc Nor ELEVA,nON Y EXIT GRADE ly PROPOSED DACE I GISPNG MECS EMISPNG CONCRETE ` PROPOSED CONCRETE �. PRO . ANDASPHALT MILL AND OVERLAY PROPOSED D ENHANCED PAVMC PROPOSED PERMEABLE SNB-BASE PROPOSED LANDSCAPE BOO/PLANTER ♦ ♦ ♦�• (SEE NOTE 5) PROPOSED STORM SEWER PROPOSED STOW INULT O PROPOSED STORM M .MNOLE O PEDESTRIAN ACCESS RAMP tD DOWNSPOUT (DIRECT PIPE)443 DOWNSPOUT (GRAN BASIN) 1* DOW ,POUI (SUNNI RELEASE) Z z2f R �«h I—' z OCD e.( Z �ZW dA �s � J 1N� Ti i. . • w= ♦ ♦ .. d • .♦Q ••��■ ■ rrT► BGRADING D T L 1. EASVIC UNDENGROUND AND O E HEAD PUBLIC AND PRIVATE UDunES AS SHOWN R INDICATEDINDICATEDACCORDING TO THE BEST INFORMATION AVAILABLE TO ME ENGHEEW '"E ENGNEER DOES NOT WµµTEE THE ACCURACY W SUCH NBOAWATICN. EASTNG U%TY MAINS AND SERVICES MAY NOT BE STRMCHT MINES OR AS INDICATED ON THESE DRAMIGS THE CONTRACTOR SMALL BE RESPwSOLE TO CALL ALL UTILITY COMPANIES ("1 µ0 PI PRIOR TO ANY CONSTRIICnON TO VERIFY EXACT UMUTY LOCATIONS R. ALL SPOT ELEVATIONS SHOWN ARE I NISHED GRADE UNLESS NOTED OTHERMSC. J. ME REWIRED FOR ISHED PRORELEVATORS SHOWN ME tECTIIXN FROM THE IOC YEMESTORM. ELEVATIONS A' Au DSNRBED AREAS B ALL SE REVEGEUTED PER TXE LANDSCAPE PLANS 5' CONTRACTOR SMALL BETTER TO AND COORDINATE WITH THE MARI W i? cb5 scALe r• lo' LANDSCAPE PLANS FOR DETAILED HANDSCAPE DESIGN AMID SIR FEATURES SUCH AS BIKE BLACKS. EENLMES TRASH RECEPTACLES LANDSCAPE ROCK AND MULCH. LJJ LANDSCAPE WALL CONSTRUCTION DETAILS. TOP OF LANDSCAPE WALL ELEVATIONS STAR AND HANwaL CETMLS AND SPEGRCAnONS. a B. CONTRACTOR SMALL ENSURE THAT UTLTY SERMCES. CORW115, µ0 ANY C ■: OTHER SUBKACE APPURTENANCE WI THE AREA CI` THE PERMEABLE L SIB-BAYSPARE NSTAIW MANOR PD. AM UNDERNEATH OR AROUND. THE PROPOSED PCMIEABL[ Q ■ SUB-5A4 SE"ON A MMIMLM OF W-INCHES BELOW OL ASIDE THE PVC LINER. NO PENETRATIONS OTHER THµ THE ROOF DAMN V ■ LEADERS ITH� M PU C BOUT SHOWN OR THESE THESE PSMALL BE MADE,YGN F ■ ), COMOALTOR SMALL COORDINATE GI STE UTILITIES NOT SNDMN ON THESE Q ■ wAWIa NCS, INuDING, BUT NOT UMIRD M. RMwnON (BY LANES). PI F ■ SR ELEC"OhM AND CAS (By PYE), LOW-HYTAGE/tE1FCMWNGT10N5 (BY V ■ NibRR51, AND PO0. SYSTEMS (T "ON COUNTRY). TYRCA MTAJ.ATIW OPM CCII SAID UTWTFS SIAL BE ADMTED. AS NEC[$SMY. TO AWO .1 ■ AIS MT ROMA . COTE N THE WATER. FINE SAMTµY SEWER. ARD STORM N IL ■ LANE LINES S OWN ON THESE CAVIL DIAMONDS. ■ S RVEW TO SHEET CA05 FOR DETAILED P0.Y DIAMOND PLAN. ■ ■ B. ROPER TO 9NEE5 GOON -Up) FOR COURrvARD 9JBLAAOE PLANS. Q ■ W ■ /\ LL-- r ■ _ ._cy ,....................'......r d ■■r 11 GRADING DETAIL CAN SOLE r • IR GAL anon NORPIGa w cmmn n aaDRAw ■ SISWNM'] low. U111tiwByoua3 �N� MM4 M M4r�fi Idl m� •.n QMY9RIIP UWF•.ly m. N 0 z_ J_ co z ^Q /LL V z u NQ LL 0 snE,e( C403 Of a5 Sheets + n♦. + 1 a'a+4 •♦♦ d ♦ � ra. gg v a------ ___ a�y??•, / 34E' • ENTRY 10 1 I PEDESTRIAN R. (TLT NAY) ) ♦♦ �I''n lobe So•n ♦♦ T GRADING DETAIL Caw ECALF'1-. TD a GRADING DETAIL caw sr•,• r. Tv /nIIE'dTINGBE PROTECTEDFENCTO E i / ,/ • ROOF ORAR/ (. • '(,b '. / / _' EEF EEORYPah : J -- / _ . ®• ® ANA '� / llTpUl YE 13 PROPOSED LOA0N0 DOIX TP BUIEDINO3 I' m M.TCH TO MATCH FFE 5�•�_ RNSHED RODR uM \• AXON K -F•-503133 L,,oNG oocN MSAEDR •{, ,. ENTRY ENTRY / h• PNOPOSEU MRC A OVERLAY c, BL[I , STREET S (SEE SMEn PAP) TRY �jK )•-• 1�;{ AI ccsRucED A •� � C UNOERORNN \ ; / - 1 j: NE NMfAADE RANI 2 ' cwa 3 ) 1 i Caw C w N ' I ENTRY / I T .. aaa — wR8 — — AAA AWE (729) KAPPA KAPPA GAMMA FRATERNITY • I a• ` • SEE MERYCMM CETAU FOR 1 LERTICA DE9lN 6 NTERSECnd E A p A4 . < PACTOlt `' • •L i • ) 1 I (733) • [ .. TAU OF GAMMA PHI BETA SORORITY I.NC I R 1RUCnON OF ASTUE ROPOSEO STREET • % I (SEE STREET PAP) j � • — - - - - - - - (723) I R •a LeL�ii TAU OF GAMMA PHI p & n• BETA SORORITY INC. •e I .�A_Y AA I dY I Y i • V SEE MIERSECM" LS CETNFOR OF MTEPMCnp. • a • HATUL Oh D r,... !\ sTo=Rwl 'i.� r�>A B% 'PRaP'os� EArax• /ME HERE 5) None a" a PftONDE I •� RISEttS ? � ■ e +, fill •�romrrrr I• ;COIN AP CT d'J PR=O („)•� O s GRADING DETAIL ♦�A� caw ecAE� T-. w ♦ E/TIRY � 1 GRADING DETAIL c•w BGAL[r•H • d PEDESTRAN RAW (1Ln 4NDNG p 3q b a s GRADING DETAIL caw swE r-iv B GRADING DETAIL caw GCAIB. r • lv (ROW VARIES) `I ®NORTH 2O 0 00 40 SO PM (NRZT) 1 F(Aa jDN EAMONG RGR — — EXMTNG EASEEENl EMISTNG CURB A CUTER - PROPOSEO LS-FOOT IERMAL �"'^�—�--• ROPO PRYGOTTEN NOWRsECnax — EASEMENT P SIX" � — - PROPOSEp COR,ONS 7 ]9 Pp(ppSED SK7 EIEVAYOW T.,R THE - TOP BACK R CLNB l" EW - EDGE CE PAYDMENT TOP - TOP O STAN am - BOTTOM 6 STAR T� EYIBIMG SPDE EILVATpI R� [:ISTNG IAACt PROPDWD DRAM Ex¢TNG TREES E EMI51`40 CONCRETE PROPOSED CONCRETE PPDAOSED ASPHALT [QL AND pAIILLAT PROPOSED'. ENHANCED PAWW �'.. E PRWEABD HRYEAdE SUB-0ASE b D LANosc.PE eEm/ (SEE NOTE S) PPOPOSED STON SEIEN PROPOSED STCRY INLET PROPOSED STDft YMHmf PEDESTNµ ACCESS RAMP R� (�®I ODMISPDIT (DIRECT RK) OONMSPGUT (DRAM BASH) DOM a'OUT (SURSACE RELEASE) L E`OS MB L«MRtligRO AND CMU ME/D MOM AND PRIYATE VTEITIES AS SHOWN W 11 CATER ACCO[DMD TO ME BEST IKORYARM AVAILABLE TO THE [NCAEU. I[E EMGMEFA DOES NM 0lMAN1fE 1NE ACCURACY a SIOI PBLRYAnpL USTING UnUTV YAMS AND MRNLEs MAY NOR BE SMARHI UN(S DR AS NOCATEO ON TILES£ ONAWINGS THE CONMACTDR SHAu K RESPMSBLE TO CALL AL UTUTY CpCNRES (RIBUL Mq NUVATE) RtlIXt TO ANY CONSIRUCP0N TO LERFY EXACT UTUTY LOCATI MS. L ALL VOT ELEVATRAS SHOMN ME RMISIRD GRACE UNLESS NORD OTHERMM. L ME RNISHD ROOK ELEYATONS SCIN AK THE MWMUY [LEYATICRS REWIRED FOR PRO1ECnR1 ENd[ TIE 1OC-AAR STORM. l ALL DSTUR6ED AREAS S+AL BE REVEEETAtED KR ME LADBC/PE BANS S CONTRACTOR SI.ML REFER TO ND COORDNATE ON ME APPE WD LANDSCAK PLANS YEN MTARED HARDSCAE ve ON AND SITE KAnAES Su AS ONE RAEN( BENCHM MASH RECEPTACuz LAIQSCAK RGGR AND NRa. LANDSCAPE R.ML CMSTN[CRORI mmT 10P (E LALSCAE NAL OXYATIGNS STAN AND NAMDNAL MTAES AND SPECETCAn B. CONTRACTOR SIAL ERSRE MAT UMUW SERYR£S. CONDATS. AND AMT DINER SUBSAEACE AP%IRTENANEE NTWN THE AEAOF TYE RENEABU SUB -BASE ME MSTX L NhEft TO, AND UNDO NLAM OR ARWMA. THE PROPOSED PERMEABLE SIB -BALE SECTON A YNN Of B-INCHES BfLON OR ASM THE PVC LAER. BD �A]RA"i ODNR Mµ 1NF POM DRNH IEAIXRS wM TIE PVC BOOT 410YN ON 1TESE BANS SHALL BE uAM 1H OD ME PN` LMER. 7. CONTRACTOR W1 COOROMATE DINER SITE UTWTES NOT SNOW ON NEW DRAWNM MgLENG, BUT HOT LOOTED TO. VFXCAT)CN (BY HHS). M9 ATE STE ELECTRICK AND CAS (BY PM, LOW-VMTAGE/TELECOuuUMCAT"S (BY MEMSRT• AND POOL SYSTEMS (BY HOE COAAMY). TYNCA MSTALATON ODRM Dii SAD UnUnOS 9-ALL HE ADASTED, AS NECESSARY, TO AWID MY MN TMTW ELCTS MTH T E WATER, PEE, SANiARY SENOR• AO 5101Y DRAM LINES SqM ON THESE 0YL DRAWINGS, E REFER 70 STIEET CADS rCR MTAEED PANS ORADNG RAN. R REEER TO SEEM CXOS_Cwl rcR mATYMO SUBGRADE KAAS VLLURRY NMPaTW CFxIEA6 • K.Zr below c.M A N9� Mn N w.A.w ..R c n°ium� m�uNAu Sheet C404 ,f aS Sheets ',F BINLdND 1 � BAR` FFEbB.80 f ♦ ♦ PROPOSED LANDSCAPE RR PROPOSED LANDSCAPE • ♦ RETANG WALL (YR, RETAMND RIEL (T9.) f ♦ ♦ RL LANDSCAPE M-M RE: VNpSCAPE PIARS + ♦ FRMOSEO TRENCH MAN 3c'3 `1! ♦ '�0T ry1 (SEE XlARS)� «+}. + Y « ««« \«+ ++ + + avW �� PRfPMiD TRENN MAL (SEE DETAILS B DNGI FFEa5B8D PROPOSED LNOSCAPF REtANNG TINE IW. Re IMIMCAFE APPROR LaAMN a FNSED FLOOR STEP (SEE ARCH. ORAANI +�el FFE=35.50 i i • MIAM 0 *A (TYPE ��;SRf'�y♦ RE, LAND RALL (M.) 9♦RE LADSCAPE PLANS (' "'j PROPOSED \v .TRENCH MAN (SEEOETAA.S)AAS) 9 IPDCI. Wq EBEWOBII _ a� _ TRENM ERAN SEE XE ARs) C � a,�UU BIllOWO, . + Ad' FFEziB50 E NORV - w•��f��>•l•A�ANMr� % • •i� 1 l/ � ICI //i"mRini i iesrm-m momm"'..1wr. ®NORTH LL a 10 0 10 DO SO INA n0, (NEEEl) 0 a 1 •a= loft, °O U DO DO EGEND: W n( EASnNG Now — g EA2TAG EASEMENT ENE- EMSnNa OAR 6 WITTE1 —•• - — -- PROPOSED E5-FOOT N1EXTICAL pOL/p OUMDROSED I SECTION — — — e PROI EASEMENT PROPOSED CONN)URSPROPOSED) WAU l PROPOSED SPOT ELEI.YOA 18C - W BACK C! IDNIS 11y EM - EDGE O PAYDIENT TOP - TM M STAR 01Y - SR I OF, 57AN z C7 F STNG SPOT CIEYATNM 'ISEN1ImG MADE � I..f�Z DE -OPOSED MADE (� W ` T uSTNa TREES W . �Z 9 :.isnua cPKnETE I . OED ypN E -rOPO5E0 CONCRETE Z W 6 1O ANASPHAL "ILL T AND OVERLAY RORESO i :. ANCEO RAISING +MOYD -ERK/LlE SUBBASE :REPaSEp LANaSLAPF - - 'EEE NOTE 5) ;SEE NOTE S) -. MOSFO STORM SEMEN � RCPOSD STORM NfET O BMOSEO STOOP MANHCEE Q qy EpfSTNAN ACCESS MYP y k= 3j Zg :ONISPCUT (DIRECT PPE) ® of ar ).m l (MAN B ) cNNSPW7 (SURPACF P SE) ® m TOTES: 4 *i t EBSTNG UNOERLYi0UH0 AND OVERHEAD PUBLIC AND RADIATE U1 TES AS ENOMI ARE INDICATED ACLORDNG TO NE BEST MOMATON AVARABE TO THE ERGNEpt THE ENGPEFII ODES NOT OUAR.WIEE ME ACCURACY M SAOI MI MATpI EXISTING UTUTT MANS AND SERUMS NAY NOT BE SIRMN7 UHES ON AS NDICATEO M THESE MAMIGS THE cMTRACTM SHALL BE RESPONSIM TO CALL NE UTEITY CdFAMES (PUBLIC AND PRIVATE) MOOR TO ANY CONSTRUCTION TO VERIFY EXACT UnUTY LOCATIONS. i ALL SROT ELEVATMS SNOOP ME E1NIS11ED MADE UNLESS NOTED ONERNSE S THE nNi5HE0 ROM ELEVATIONS SHORII ARE ME NNMM IDEVAlIMS REWIRED FOR PROTEcnM ERdI NE 100-YEAR STONY. ALL OSTNREED AREAS SNAU BE IFKQTATEO RN ME lA1USCAlE PI 5 cMTRACTM SHALL RUDER TO NO 0000VHATE ON THE APIRR D LARDWAPE PUNS FM DETA HAROSEAPS DEEM AND SEE RATRES SUM A5 EIRE RAMS, BEN04 1RC5N ISCEDTACLES. LAMSCAP( ROM AND WLOE LAAOSG M" CM$IRUCTIM DI 1M C! LANpXARE RNl REVATgMS. STAN AND HANDRAI OELAR5 AND SPECIFICATIONS. B CMTRALIM SHALL ENSURE MAT UTUTY SRNCES. CONDUITS. AND ANY OTNER SUBaNEALE APNRIEENArItE Malim THE NEA M THE PERUEADLE SUB -BASE ARE NsrKLtD PNtlt M. AND WCCq(ATN M MEMO. 1HE PRMIYiD PETNI SUB -BASE SECTOR A 1RMRM K S-INCHES BUD. M ASDE THE PVC LONER, 40 PEIJTRJTICAMi OINER TIM THE ROOF MAN IEAMEK MM THE PVC BOOT SNDRN M THESE BANS S A, BE UACE MROKN THE PK LXER. 1 CONTRACTOR SHALL COORDINATE OnEA SITE UTIUTES NOT SHORAN ON THESE MANI OLON INUONG. BUT NOT IlDD T0, NODAMRH (BY NRES). MVATE SITE ELEC7RI AND GAS (BY PIE), LOW-VO-TAGE/TELECOMMUNICATIONS CST INMa515), AND POOL SYSTEMS (BY . CONTRY). TYRCA. NSTAUADON DEPTH OF SA) UTIU ES SHALL BE AD.NSTED. AS NECESSMV, TO AIM) .1 POTD IK COWUCTS ON THE RAISSR. FINE. SANITARY SEVEN, AND STMU MAN LRHES SHER I M THESE CIS. MAN1a5. B RI TO SHEETS CA05-C100 FOR COURTYARD SUBMACE BANS sneHe, C405 Of 45 Sheels BUILDING 1 IV MAW SAM FFE•5035.30 f ♦+ ♦ IS' MAIN BASIN / 24• SUMP, + ♦ CAICH B, /24• WARP } ♦ + INV 'NI-Svs9 ae (w)+NM�N-BBiQ.aL INV N.,T 49 (E) HNY-IN-699914X f + + IMV. WT-SO31.13(S) INV 01.7: 'l.GT f ♦ -,NV CVT•e01246 (3rNK•GMiiMiB•la y h .F0.6PieiNRG•509869 RII.1.5092.45 y y PG•5014.4e fi-89t # + ♦ CORRECT TRENCH DRAW $1 + ♦ ♦ BUILDING 1 a.xl V 6' HOP[ • O. ♦ INv W-9o3x.4e In S7 FFE•5038.50 D$t ♦ DS7 WV. Wl_56150AR.5sI3 + . + a-:t ♦ r # INv. IN-503x.61 (N) 3OUT.503Pro-x3..70 ' + ♦ +� 3~A ♦ ♦ ♦ + ♦ ♦ r A_--� ♦ ♦ ♦ s t0 LF S' �OF[ B�2 ' CATCH M ♦ 4 y \ h y NV CHAT-WW 1- (5 I } «G.scSfi a 'Li ® % _ _ • �: an MI 0-50M.W IN) ° __ ___ V. 04-5043.9e IN) 'P N I - PwSD.li1 ••jam \\ / \ m \ CORRECT CONN T'9DICN MNM V ECI T RpAC N) W-BBM.B4 M) I I,`` // IxV IN -BD a (5)� AIN R . WT-xM.94 (s) �• I 'T� -_ INv alrt-SIBS a (s) FG-5D1ilI a --IF,-) Fw 36.DT CATCH BASIN `J• "OV, ` ,INV N•5035BT (1) : _ • J5'.i _. J O.:T_5019 D6 (E) M . rc-6 90 BUILDING 1 FFE•5035.80 h GTCN BA21N y DS G&iNA + H CRBAIk FFE•23.13 DS ♦NFeMkR + _ FFERJ6.12 NV OJT.5090 �lB(Eq If y BASIN ♦ + ♦ + + + + + # ♦ # iB-B9B6MV a a ♦ + ♦ ♦ \V IN-5029ED (N, W) •. v _ INV WT-SCI (lj-1. FG.90%. 13,1- -_ O A C d 4 _ Q - --_-' WESTPLUMSTREET sTRucnRE �-B (ROW VARIES) INV IRn6G•[9. INv OUT. 5029.17t (E)aNM-wa-Bwu.aa�c} PG-5093 G, 4;-5RF BUILDING t COURTYARD (WEST) MAIMED MADE 5035 _ 5035 CONCRETE BEAM (TAP) 5030 (SEE Ofr6as) a50w' 0:9oR 5030 5025 PpOppsm 5025 5020 5020 0+00 0+59 CATCH BASIN S y u- u,J V �• (") 0 N N INV CUT. 60 Fc-so9s cT CC k CHmI K CATCH BASH 0 TO a m le' MMJN BASIN •/ xP Wr VV N.so31 ST (W) --WrW-eWN4,-4A' .. V IN-SOSI % (E) BUILDING 1 a o o w R - + - 5.19 LF 8• NOPf • o.,ex } ♦ .LM-0Y,_eY„H.(L� f0-L9M4Y INV 0U7-5032G, Rc.Sola n iNV aTa Wll 9. (5)�{Bi FFE•5035.3B G-50%.Od-FO-Mi6M ISM LF e• NDPE • 7.1 ♦ . sN _ I. ♦ s.ex LF e• HBPE • B.sas } ♦ -a 1 ) _ } IPC-503A. a1G�� -+ T- 7 _ + ♦ y6.E�y� %JI'�]I WV. 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O PEDESTRIAN ACCESS RAMP ^-� of WEST PLUM STREET DOYWPOIT (DIRECT ROPE) DOWNSPan (MAN SAM) I is (ROW VARIES) DORISPOIIT (SURFACE RELEASE) . m BUILDING 1 COURTYARD (EAST) CONCRETE ANCHOR BEAM (TYP.) FlNISXEp MADE (SEE DETALS) 5035 503$ 5030 5030 i a PROPOSED 5025 '� WBMAM 5025 i 502(t 5020 O+DO 0+44 ,c,AmPNAL PoW VIA, mclu"s ARE srrow FDA IRMM4nONAL PORPOSEs ONLY FINAL POOL WALL AND STRUCTURAL MSM WILL BE BY OMERS. 2.PML DESMER/CMMACTM ACRNGRFLYES ME PRESENCE OF ME PERMEABLE 41B-RASE MCnM AND STMMWATER MANAMMDIT SYSTEM IN ME COURTYARD. 3.PWL DESCRER/CONTRACTOR MEERSTANDS THAT ADDITIONAL STRUCTURAL DESIGN CONSIDERATIONS MAY BE NECESSARY, SUCH AS INOLfASED POOL WI MICURESS AND/M A PIER FWMATIM SYSTEM. 4.P00L DESIMER/CONTRACTOR MRASTNIGe MAY ADDITIONAL PSIGN COIRDINATIOMRA N MAY BE NECESSARY AND MAY ME STMIMSTORAGE SYSTEM MAY IMPDSE RC'TNCTIMS NOT TYPICALLY 131DOIMIER♦9, S.NEOAN-PI P� WAATER TO ME iT E SNTORFEASIBLE DRUMNAM SEYS�, MAY CONCEPTUAL POOL WALL WITH PIERS SECTION B-B Wr.MIL .FAA ' CONCEPTUAL POOL WALL NOTES: it. a� 1. EXSTNc UNDERGROUND AND OVERHEAD PUBUC PRO PRIVATE UTILITIES AS SNOWN ARE INDICATED ACCMDwc TO ME BEST INFORMATION AVARABLE TO ME ENDMEER. MDI ME GREER DOES NOT GUARANTEE E ACWRACY OFWM PRORMATOR EIOSTNG UTILITY MAINS AND SERA= MAY NOT BE STRAIMT LINES M AS AREA TVO M MEM DRARNGS ME CONTRACTOR SNLLL BE RfSPMLBLE TO CALL ALL UTWTY COMPANIES (PUBLIC AND PRIVATE) MOOR R1 MY CMSTWCTM TO BERRY E34CT UTILITY LOCATIWS, I ALL SPOT ELEVATIONS SUBORN ARE FINISHED GRADE UNLESS NOTED OMERR$ 3. CONTRACTOR SHALL REFER TO AND COORDINATE WM ME APPROVE I- lANDWARE PUNS FM DEMLED HARDSCAR DESM AND SIZE FEATURES SUCH (n AS ONE RACKS. BENCHES, TRASH RECEPTACUS, LANDSCAPE POCK AND MULCH, LAVOYAPC WALL CONSTRUCTION MFAR$ TM OF LAgOS MALL W ELEVATORS STAIR MID RANDIVILL DETAILS AND SPE011CATIONS FMISHED MAIZE 5035 - 5035 CONCRETE ✓ ANCHOR, BEAM (11P.) 5030 SEE PrMLS) 5030 5025 sMle°POPBE� 5025 5020 5020 0+00 0+44 a DORM CIM SHALL ENSURE MAT UTILITY SERVICES. COMMITS, AND ANY SUBSBFAM APPURTENANCE U) U)OTHER RNIN ME AREA P THE PERMEABLE SUB -BASE ARE INSTALLED PRIOR TO AND UNDERNEATH OR AROUND, ME Z PROPOSED PERMEABLE WI -BASF SECTION A MINIMUM P 6-INCHES BELOW OR ASIDE ME PAD LINER. NO PENETRATIONS OMER THAN ME RBP MAIN D_ Q READERS WIN IEHE PAC BRIT SHORN M THESE PLANS, SHALL BE MADE THRWM ME PVC C Fy UNER. L LL Q 5. CONTRACTOR STALL COORDINATE OMEN SITE UTIUTES NOT SDON M NESE �Q DRARNGS: MI BUT NOT UNITED TC• PALI (BY HIRES). PRVATE V } w SR ELECTRICAL PRO 6A5 (BY PVE), LOW-IRLTACE/IEIECOIXIURCAT)MS (B• L MFINSYS). AVID PWL SYSTEMS (BY RION CO P IRY). TTRCN WST.MyATM DEPTH P SAID UTILITIES STALL BE ADA)STEO, M NECESSARY. TO AVOID .1 i < F� POTENTIAL CONFLICTS RM ME WI ATCH. F1RE, SANITARY SERER, AND STORM DRAW LIMBSHOWN M CAL VIL MARIAM F LNL Q 6. REFER TO SHEERS CoODI FM SITE TRADING PLANS, U LQL O l El ). REFER TO SHEET CAW FM LINER NOTES AND WI DISTENTION STRAM \Ml NOBS. F LL R ALL GTOH •ASKS U)MANUFF SHAD BE 12• NYLOPUST MARL BASIN NSTALLED PER SRUCIMATIONS AI eAMS '�FY STALL Vg NYLOPI.,IST DONE CRATES. ALL CATCH BASINSININ REEAVRE VED AREAS O vl SMALL UK IRON AM OBUO MATES. W SECTION C-C '•'�G "" W L UINYNOGTONCQI2P M OQOLAOO 1 N rl•, low. �II OMaetW Bg. rra x uwm an W rovArra Bros N.'..".'WArO1�IIW�RIanw �.I"ea „1MIW3 Sh F5G1 C406 01 45 Shoals sl( mIIFAIN 18 ♦a♦a # YE STMUFMA +++ BUILDING T - FFE=503/.30 'I. NV. H.5020.)S IN a MY I(E) + 1MV. WI-II(S) + + FO.SOSJ.II + ♦ ♦ { { a a + + + + + 4 h a a + a ♦ ♦ 4 + ♦ ♦ t 4 a { ♦ a a aaa I D a + L- +a 1 a a +. 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G1M BASIN + a iNWOSED + = v 0.>B (� + nw.-OMi•'E02e6i{Bi a ARV--BtlT�6B2�6MD PROPOSED TCW� WRST ' 1 [L.SB]1.86 031INS EiMGMN 4 a D) If 6' NOPF O � IJ.I) if 6 IgP(O 0 } a s 5� —i8- + BUILDING 2 9 �FG-6�0305$ a a+ ♦P 3eJ IF 1 { inv�-5]9D]B )O +12 lE 6• KFS e a + « F" Lo30 ND + +� t O.SOi$ ,� , + + N tF 6' HDPE a O.SM rBaPOYD SPOT E1Lv,Tiw TBC - TDP BAC1t a wBe Y EM - EDDE 0I PAVENEMT 'ATTklypl' FFE=503334 + + 0 / ' + + CATCH BASIN TM - TOP OF STNR (•i 8 ZZ 16M li B•XEPE O OSGI b)CH BARN a al `_�-' • e + + + + Ny-W.6ppe{{{ 'I N +i i•� i a.+ + III - BOTTOY aF STAIN SUB - SIIMAK T�I Y e vV N- fa�SMe++ �'_` •-� « iN'V Y:B G9 ["-) sD2eu (Nn) EXISTNC SAor WEVA7XM �— [ w A,T-scanW (E)wweMr-ee¢aatlBi DS2 � DS2�.� 11 a -.v-,D GT (-) •.DTIND MADE 9 -- _ — �N} FG.6010.29 V.. 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MOSEn STORM MANNOU O ._, 9• • ++ a a++# a++ a a I X + ♦ a a + # f a + a a + 'r" ♦ r r r r ♦ ♦ ♦ ♦ r ♦ r + ♦ a # # a f + + + + « I r + r ♦ + r a ♦ a r r + -� ♦ a#+« f f a++ a,t r+ r t+ f a a + t ) h++ a r a a a a a a + - _ ' :*OESTIeAN ACCESS RAW _,owsPauT fDNECT OONNSPOTT (MAN III f3 pOMSFGIi (SA6AK E1r•s) <� G e1 ,• � m 5 __ ___ ____ - E n — AA U8 UTM SAYfAAE — — — v d NOTES: g6 €: iw iNiii I (4) IHV ..BOz (N) INV QIF.aO2T 39 (E, ORIFICE PLA1E) RF4.5031.19 5035 5035 t 5030 5030 MIM[1F N101tlF iI1Y (M.) (Ri RrMS) 5025 FADFOSD 5025 E� 5020 5020 ( 00 0+54 SECTION D-D "'F`v"" WEST PLLAA STREET (ROW VARIES) BUILDING 3 COURTYARD 5030 MRSHED MAE 5030 5025 5025 5020 FROPOSw 9DMACF 1 5020 5015 Y (SFE DETAL$3 5015 0+00 0+31 I — 1V SECTION E-E 1. ENSTNO uNDEMFOINID ANO OVERHEAD FUNK AND PRIYATE UTIUTIES As SHOMN ME ADEATED ACCORDING ro THE REST FINFOR BaH AVAE)S£ TO M FONfiEpi. THE ENGINEER DOES NOT Q ICE THE ACOMACY M SUo1 NFCFYADW. CASTING UTUTY WN] AND SERI MAY AwT BE SINAIWT kmlIs M As INDICATED M Of SE MAM61G5 THE ccwv CTM SNAX K REvo.SWE 10 G N1 UAI a AES (Fueuc AND INI IE) MOM M ANY CMSIRUCOM TO VEREY EXACT UVI LOI IHNi E Au s T ELEYAM)Ns BNOMN ARE FINSHD GRADE UNLESS WMID OTHERNSE ]. CONTRACTOR SIALL REFER TO AND C00RtlNAIE NM THE APFROA4D MMENEWLANDSCA➢E FLANS FOR KTARED HARDSCAPE DESIGN MD SITE FEANISS SAW AS SINE RAf1f5 BENGR6. (RASH RECFPIAQ£$ LANDSCAPE ROCK AND YULd. LAMSC1PE * 1 CMSTINNI NI TM W LM A E WAIU pEVATNNS STAN AND HMOI KILLS AND SS AB S. I. CON11 ION S1AlL ENs16E R4T UDUIT ¢RINKS. COMONTs, AND ANY OtHEA SMISM Ni NP LQIE AI II THE MCA M THE PEAIEANE 4.8-BASE ARE NSTWm NKR M MCO NI CLAN ION M ABO I TIE PROPOSED R1REA8E S I -BASE SECAM A MNReN M e-INCHES MOB M ASK ME FiW UER NO OF 111AiCNS OTER TNM INC ROCP MNH IEMEAS YTH i>E PAC BDOl siumm M 1FEY PLANS. SMALL BE YORE ANwM ME PK LAER. S. C TAACTM SIALL COMpWATE OTHER SITE UTWAES NOT SOW ON THEY MAIM G NCLUONQ BUT NOT LBMTED M NNKSI INN (BY H ), PPoVAIE SITE EIECTRKAL AND GAS (BY PAEL LDW-VOLTAK/1ElECOWMGMWs (BY NFWSK), AND FOOL SYSTEMS (BY NON CQNTAY). T)NCAL NSTAUATON OEOTH M SAID UTB11E5 SHNL W AOiI IEp, AS HEMSSMY, TO AXAO MY POTENTAL CWLKIs "IN 1HE WAiFA, FIE. SANTMY SEI AND S1MY DAWN LINES SHOW M THEY ow MANNGB • EFW 10 SECT$ CAW-CbS FM SITE MADNG FLAME. ). REFER M SECT UM FM LAER NOTES AND SD -BAY CE11 1M SRRAGE NO1E5 0. ALL CAT01 BASINS STALL E 12' NYLORAST MAX BASIN NSIALLEO PER MANIFACNRFA SNEI ICARMS A2 BASINS LOCAM W LANDSCAPE MCA$ SN" M MYLCRAS) OWE MATES. ALL EATEN BASKS N PAVED AREAS Suu USE NON ABC OBW MATES j L1ty .,1 Pull (-,IIIm>. 1'oluTadn 1-'1+11.111 III NN r� �`oEjNNYY1 Lr�1a,M. �ES 4+Sm DAu ulurF NOTFTG,DNC[mEROP ' .. p�e•MCoUN' CQ1AXAl .� � J•sIXYA -/2 qb= ��C.21i YEN D14 ••• `• NC P Y[fApp[p MNI[BI uN1h -JI I .�f� ,1 I L� -el •� 11 A II ,I I I I V BUILDING I $ 1 FFE=503131 .f I 733) l_ TAU OFGAMMAPHI I'sG,' 1 1 BUILDING 2 I . P s euaUlN' T '_ I c]o.b,' 1 SIXcaIRTYAWO BETA SORORITY INC. ssMwE PINS Fw FFF=503e 30 1 �FMl ` L_ -___ -- o f� '. w I• wDmwAm ANO STORM Ae 14 [+ [v ~' 1 v _ I RQ•FCFAN DESIGN _ .. SfE 611HT fl 41f1 I Iraq �J. IWORNAnw 4 GOMMEC] TO PROPOSED 0OWNSP0U7 LL a j K OTOIW LR1E 1-] I RY• W �0 Raw. ee6 WHaTu1e .� k (SEE NOT 6' SOLIDL re WAu rOP. M I,,, $ II.- (5(E NOTES 6 tr )) Al J. 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HdAe � 6YM1N � ' u . -IPICP s - _ � '� --B.IGDtA2.2 A. r;v _RYA 1]•MN s rT.s 44� a 13 TEE 1-1 T —WEST PLUM I Ot5i _ rT rr LF 1 I.•2t -•�� - - - - , STEfI 1 ]MMMp��rtA>TIM�M _ IS' RCP -_- - • D Des N STREET. s �2D2 _rtAT .n] a �T --c lsmai (ROW VARIES) � T_ 1210 LP A y a M T«95 COaNKT TO 1. I F _ -{mil W]ak ` ? ExiSTiSG 1T P _ A sT a n[jf t6.5O LF 15' RCP W O SOS T. JBPIR247 1 - 1 I'u's - i ttt (7201) II (1209)i TOWN SQUARE I (}205J }I II CONDOMINIUMS I II STORM DRAIN LINE 1 INLET SCHEDULE etlecuEREn TOPE 14 1BUIONO R WYLET STRUCTURE IEEE CETALS) ®NORTH u JD 60 BO FNI N T) . Rlxx - 3D N. LEGEND: Qrpou� — - MWDSFO WATER YNX o"ooJg9ui,y,'kn f.USTNG WATER MAN PROPOSED SANITARY SEVEN 11 PRISTNOOPOSE SANITARY SERA PROPOSED SERA ARNCE 4' ,� PROPOSED WATER SERVO PROPOSED FM HYDRANT E ISIMG FwE HYDRANT Z� PROPOSED STORM YWEA Z PROPOSED STORM SEWER E.STNC STORM SERE y� Ex STNG Rlwl OF WAY PROPOSED WERE! At WTTEF! PRF O RIGHT OF AlW PROACT SIX DARY pe PROPOSED LOT MOPE OC Q i PROPOSED EASEMENT LNE z PROPOSED WILDING IN DF PROPOSED STORM INLET CORNSPWT (DIRECT PIPE) DOMSPWI (GRAIN BASIN) OOINS T (SIRA(C REIEASE) t NOTES: Bp I. EASUNG UNOf RfAWtq AND OVERHEAD PL'BUC AND PRIVATE VIlUIES A� SHORN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE 9 (E TO ME ENGINEER. THE ENGINEER GOES NOT WARANTEE ME ACCURACI .SL C G INFORMATION, EYISMG UTILITY MANS AM SERUM MAY NOT BE STRNwI UNCS OR AS NDX M ON TNESE DRANNGS, THE 8 CONTRACTOR 9 M1 BE RESPON B TO CALL ALL UTUTY COMPANIES (PLHK ANSI NUVATE) PRIOR TO ANY CONSTRMTON TO VERITY EXACT UTILITY LO DONS 2. All PPE 1EXGMS AIDE Ep1 OPNTER TO CENTER w ADJACENT Si TJFE2 S. MAMYJIE RISE ELEVATIONS NR TO BE ADLSTED M Ile BELOW F A9 n R o MACE M PAYED AREAS l MNNTAN 10' NO6ZMIK AND IB- MZFt C L MINIMUM SEPARATOR LJ O Y= a� z BETWEEN All STORM SEWER. SANITARY tr WATER (MANS tr SERMCES). S. STORM MANS SNo1N M THEY MANN,S AS NIw DENSTV POt.A YIEHE (NINE) SNµL BE NATETwI FU5E0 ISCO INCVSTERES m t0 PE ]BOB/3AM M-, w APPROVED EwN_ STORM MANS SiOw ON $ I IIIESE MANIACS AS REIKPICFD CwMETE MINE (RCP) SIµL BE CUSS 1 i � Y IV REP STOOP MANS SHDYN ON THESE MARNGS AS PERFCRARM PFE SHALL BE ADS N-12 ON APPRON.D EMAIL STORM MANS SHOWN M F u• g£ THEY DMYNGS AS POLVVINYY. C Olb[E (PVC) SIML BE AWIA C-9pp M APPROVED EOUµ. B. ME CONMnlM SHALL COORDINATE EUCT LOCATIONS (HORIZONTAL AND LgfTCAL) CE ME DONA I CwNECTIMs i0 ME DOWSPWTS AT TIE PROPD'.£O SULE NG NM ME APPROVED ARMI1FCiwµ ORAWN(:B 2. REFTA M ME MCI9TECTMµ MAWNGS FOR DETAILS RESARNNG THE CONNECTIONS FROM ME OOWRSPwT TO UNDERGROUND R" MAN PPING S. µL STE STORM SEWER (WTI CE P RKNT_M-WAY) AS SHOWN I- w TENSE MAWNGS IS NRVAM U) B. STOMI MM9ILEs WM an MIN 2-FEET w COVER SNA. BE W Cw5'OVCTEO PER ME •MOOPYD SLAEOW MANHOLE DETAIL' AS SHOW. > M s&Er CT05 i r 10, COCRMNATE LORANG OF ALL UMTEEs AS REWIRED AND SHOWN ON u) W MI5 WAVING MEN ME APPROPRIATE UTILITY PROVIDER. w Z J II. C MACTM 81µ1 COORDINATE WITHX= EEQIPV AND OTY UW AND a WEw TH POWER E NLL STAAnw EE, ME PRMOgf BAs AND DECTRm SERVICES BETIEI N W1DNGS I AIL E IN ORDER TO ENSURE MAY ROM C _f LL G SENLFS ME NSTA PROP TO. AND IMENEAM. TIE PTRwpaTD PER EA&E PAVEMENT SECTION A MIORN M 6-NOES BELOW nE Q Z BOTTOM OF W PVC VIER WAIN W PERIEABLE PAVEMENT SECHM U OR AP .IlEJ E' AL WLVIXf1YNOTFICAlIC11611IE Ci I- Q Ly GOORAOO L1_ �y C) 0V 1 U �L/Z I'S IQ Ca111 muB U) G_ toHEEEg M+�..a o•m YµKA'wWss�..s. Q — I I Ul T sheet C408 Of 45 Sheets I STORM DRAIN LINE 1 1 INLET 9CHEIXRE BIRCUTRE ID TVP! WILDING I OIITEET STFIRCT)NEB(SM DETAO.S) ]0 a .TO W 90 FNA x MT) I Incn - JO fL �.-.....CIF in, /i LEGEND: PROPOSED HATER MAIM EXISTING MYER A. PROPOSED SANITARY SEYEA EXERTING SANITARY SEVER PROPOSED SEMEN SERVICE PROPOSED WATER SERVICE PROPOSED PIKE HYDRANT N EXISTING FIRE HYDRANT .. PROPOSED STORM SERER PROPOSED SRyN SEMEN EXISTINO STORM AMU ' ERSTNO WENT OF WAY PROPI CUR • GUTTER — - PROPOSED RIGHT OF WAY — — — PROJECT BOUNDARY PROPOSED LOT LINE -----"— PROPOSED EASEMENT LINE PAcREI BIILLDING EMVELcK PROPOSED STORM MILT Y WNNSPOJT (DIRECT PIPE) DOANSPWT (BRAN BASIN) DOWNSPOUT (SURFACE RELEASE) NOTES: I EXISTING WDERRMUND AND OVERHEAD PUBLIC MO PRIVATE UTLITES AS SIOMN ARE NOIGIFD ACCp1OxC TO THE BEST INFORMATION AVAILABLE TO ME EHONEEIL BE ENGNELR OARS NOT GUARANTEE THE ACCURACY OP SUM NOMINATION. R. EXISTING UTNTY MAINS AND SEERMCES YA, NUT BE STRNDHI LINES OR AS INDICATED W THESE DRAWINGS ME CMTRACTOR STALL BE IESP011SI&E 10 CALL ALl UTILITY CDMPNRES (PUBLIC AND NI PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATWS. 2, µ- PIPE LENDTMS ARE FROM CENTER TO CENTER OP .1NACENT STRUCTURES B. MAM110LE NM ELEVATMS ARE 10 BE ADJUSTED 10 Ile BELOW FWSNED CRUMOE IN PAVED AREAS A. MNNTAN IV HGB20474 AND IB- VEARLAL MMWM SEPARARON KEMPE.N ALL SIDON SEVER, SANITARY k MTER (MANS ! SERVICES). S STORM MAINS SNOMN M 1HESE DRAWINGS AS HIGH DENSITY POLYERIVL£NE (HOPE) SHALL R WATERTMT FUSED ISCO INDUSTRIES PE WW/]AM W-IT OR APPROVED EGIAL. STORM DRAWS SMONN ON 1HESE CRAVINGS AS REINFORCED CONCRETE PIPE /RCP) SN.LLL BE CUSS IV RCP. STORM DRAINS SHOWN CM THESE MANI AS PERFORATED PIPE SHALL BE AM N-12 OR APPROVED EQUAL STORY MANS SHOWW ON THESE MARNCS AS OG .YL CHLORIDE (PAL) SHALL BE AWWA C-900 ON APPROVED Paul B. ME C@LTRACTOR SHALL COORDINATE EXACT LMATMS (HORIZONTAL AND VERTICAL) OF TIE DOWNSPOUT CCNNECTONS TO THE OOWNS'DUTS Al THE PROPOSED BUILDING NM ME APPROVED ARCHITECTURAL CRAVINGS. 2. REFER M NE MCM1EClURAL WARNINGS FOR DETAILS REGARDING WE CONECTION, FROM TM DOWNSPOUT TO UNOMWOND HWF WAN PRING 6 ALL ATE STWM SEVER (OUTSIDE OF PUBLIC RIGHT-OF-WAY) AS SOWN ONRI THESE MANES IS PRIVATE. 9. SIOM MANHOLES ON L THAN 2-FEET O COMER SHALL BE CONSTRUCTED PER THE -MODIFIED SHALLOW MANHOLE DETAIL" AS SHORN W SHEET CTOS. 10. COWOINATE LOWERING OF ALL UTUTIES AS REWRED AND SHOVN W MIS WANING ON ME APPROPRIATE UTILITY PROVIDER. COLORADO is KTRNN'Sbelow. ACal I before you dig - r W W Z —i DE Z � D_ 006 Z 0 0- W ShErol C409 O( 45 Sheets a4 v GNN O� O GO ]O D CO ED NFWA ¢HI ( IN FEET ) I InO - ]0 x. TEE ta.1.J TEE 1414 . ( 't .. -A1- 1.N RANNT.N x 13IJa.N x'DEN N R S p OW L� 1- '�INT2.N e: EEFl to I - .. � � I -- d `F • \� F 'S Y � J 1 si x Ixmi ii1 BUILDING 2 1 V BUILDING 2 or 3 3 ! IENt°Y .]G • XDPE O 0.lOR i' WOMB FLIXVING B x 1 • l LIME TEAST 04EW CONNLCTNa TO �L ❑ .96 I Q E' rAET GLHCTNICJ,L • J D O al -. _. .I /1— D) r SR.O! LF M INIOTUI - " BASIN 1J B U U e WF-a11r . T _ W W E' HOPE ENOPE - _Ll H STA,YN+I :.. •n. J W vrrl RAC. -XOPC • N;V3H, I, I I.1 .w m -N W.1 a asps IL RAtt n.n_ - BLUEBELL EET•T C - W c - R]11PK H, ssT '. _ ~ + - ' e w -BLU //8o e 1ro15N mm.N _x.,, N+wfMN•ITWsee a UEBELL STREETl•/IM 1C ta00 LF DOOwNTO _.__•--- - - LEGEND: DaoDu rUOR 3� N1 H IEL'ENf (50' ROW) � jI (50 R01AL� 'R B° N 1zTssz a"^" To - - - - - 11.. M • r . Y°!F°' RA t1.E1 T1 I] PROPOSED wATpf MAN rW - v - e. aT ENEBM I`EI , N,1 l']e NMINENW I� OTA I�iF.m AO.EO lI LION) • C%KING WSANIMAN W L 7 PROPOSED WdlAm 9ERA - A N EXISTING SANITARY SEWER - - w •33 I n PJ LF a IC Oi ) b r I J N,IGTi(.01 ♦ = 6TA 1NN.n !• HOPE I TI GyF PROPOSED SENOR SERu10E �® BUILDING 3- 1 s q BUILDING 3 En ez xae-FlEINw N nma+o U x: vFsnN a D.eml h eeND 1-JJ I e Ix®xm a F W elaea.a PRaopeED WATER EERucE —® . } "c i RAnna® J BUILDING 3 PROPOSED FIRE HYDRANT A n I I xtamp H STA Q 2 /_ e 1NwN LINE T2+25 J FFE.5031.34 • I•I •. EXISTINGME STORM RM EWE M PROPOSED S1pIY SEWER PROPOSED STORM SEWER Lj-Z p NORTH ®NORTH ®NORTH EXISTING STORM SENER -A, LLJ� Gd EXISTING RIGHT OF WAY W '2 PROPOSED CURB x GUMR Z W PROPOSED RIGXi Li WAY �Z _ PPpJECi BOUNDARY PROPOSED LOT UNE O �. PROPOSED EASEMENT LINE PPOPOSCD BJRDING E.a I)PE Z W PROPOSED STORM INLET ■ DOWNSPOUT (DIRECT PIPE) DOMESPWT (GRAIN BASN) STORM DRAIN LINE t-3.1 STORM DRAIN LINE 1-3 DONNmcuT (SURFAIx RELEASE) ®- STORM DRAIN KEY (SHEET C409 ONLY): NOTES. 1, EXISTING UNDERGROUND AND O%ERHEAD PUBLIC AND PRIVATE UTILITIES AS CDCONNECT TO PROPOSED ® B-+e- TEE (SEE NOTE E) SHOWN ARE MOICATED ACCORDING TO THE BEST INFORMATION AVMLABIX y DOWNSPOUT AN EXTEND B- TD THE ENGNEZ3L NE ENCMEER DOES NOT GUARANTEE THE ACCURACY etl SOLD WALL HDPE PIPE TO BE STRAWY LIN S ON ASWSTNG NOICA.TED ON THESE DRANMGS.C6 [ AY n01 Bb CPCppBCO 1EE (SEENpl! ]) �j a--owBEND w/ B-M' CWnACTOR SH ALL BE RESPONSIBLE TO CALL Ml UTILITY CWIPAMES INLET SCHEDULE ® "MAsPOUT5 NLINE NM w REDLCv, QPSNEANA Cf RND FUSED NOR PIPE SXAu BE(SEE Aton ) (PUBLIC AND PRIVATE) PRCR TO ANY cowsWucnoR To ME ISAI UTNTY LOCATIONS. (TRCMIR! ■ TYPE CONNECTED TO NE MAN NANUI SADDLK WITH WNE SED © CONNECT TO PROP DOWNSPOUT L AND OSEND 6- (SEE NOTE 5) SOLID WALL HOPE PRE TO PROPOSED TEE ® °••°- lfE (SEE NOTS 6 e +) }_ ALL PIPE LENGTHS ARE FRCP CENTER TO [FN1FA OF ApJI,CEHi STRUCTT U J. MANHOLE NM ELEVAn0N5 ARE 70 BE ADAISTED TO I/B' BELOW FINISHED GRACE IN PALED AREASm of ii 1J.1-1 SEiGIE COL®O BLLET (BEE DETA68) 1 SINGLE COINED INLET (SEE DETAILS) 13E E'NYLIDPLIST W 6TANDMO ORATE ®BETWEEN AU STORM SEOUL, SANITARY At 100ATIA (MANS I SERMCES) SIOFNA MANS SHOWN ON NESE DRAWINGS AS HIGH! DENSITY STORM MAINS SHOWN ONT INSSHOWN BE ADS N- JA APPROM EQUAL 6 THE CONTICI SHAU. COORDINATE EXACT LOCATIONS (HORIZONTAL AND �ICAQ OF THE DCHBN�7 TO THE DOWNSPOUTS AT TIC DRAWINGS IS MYAM. , STOPMA MANHOLES ON ESS CH. 2-MT OF COVER SPA, BE AS SHOWN NIS DRAWING WN THE APPROPRIATE UTILITY PROIDER, lX/ AI l�r d• �. 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LEGEND: PROPOSED WATER MAINw MtSFNG WATER MAN —+r PROPOSED SANTARY SEVER - - - - EIRSBNG SANITARY SEWER PROPOSED SEWER SERVICE PROPOSED WATER SERVICE PROPOSED FINE HYDRANT W EXISTING FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM SEWER EXISTING STDIM SEWER MIND RIGNT OF WAY PROPOSED CURB B GUTTER PROPOSED RIGHT OF WAY PROJECT BOUNDARY PROPOSED LOT LINE —"--- PROPOSED EASEMENT LIME PROPOSED BUILDING ENVELOPE -- PROPOSED STORM INLET ■ DOWISPQUI (DIRECT PRO) DOVNSPOUT (DRAM BASIN) DOWNSPOUT (SM,AQ NEIFASE) NOTES: T EpSIMG UNDERGROUND AND; OVERHEAD PUBLIC ARE PRIVATE unLIncs A': SHORN ARE NDCATED ACCORDING TO NE BEST INFORMATION AVAIIABU M THE ENONEER, THE ENGINEER GOES NOT GUARANTEE THE ACCURACY OF SICK INFORMATION. EMIStt UYUJ ' MANS AND SERVICES MAY NOl BE SRIAGT LINES OR AS NOCATED ON THESE DRAWINGS. THE CONTRACTOR 9 L BE RESPONSIBLE TO CAU. ALL LIMIT COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY DUCT UTILITY LOCATIONS 2, ALL PPE IENGTNS ARE FROM CENTER TD CENTER OF ADJACENT SNUCNRES. N D. MANHOLE M ELEVATIONS ARE 10 BE ADJUSTED TO Ile BELOW FMISIE MADE IN PAVED AREAS. A. MAINTAIN 10NORI20N7K AND IW VERTICAL MINIMUM SEPARATION SETNEEN ALL STERN YNER, SANITARY R WATER (MANS B SERVICES). S. STORM MANS SKIN ON NESE DRJkNNCS AS HIM DENSITY POLYCRNYUME (HDE) SNAG BE WATERNOIT FUSED ISCO INDUSTRIES PE ]BM/NOB M-IT M APPNOVEO `GU"- STORM ORANS SHOWN M MERE WARNINGS AS RDNFMCCD CONCRETE COPE (RCP) SNAL BE CLASi N RCP. STORM MANS SHOWN M TIM DRAMNGS AS PERFORATED PRE SHAG BE ADS N-12 M APPROVED EQUAL, STORM MANS SIONW ON THESE GRAMM AS PCLYVNA CHLORIDE (PVC) SHALL BE AMA C-900 M APPROVED EQIA. 6. ME CONTRACTOR SHALL COORDINATE EXACT LOCATIONS (HORIZONTAL AND VERDCAQ OF THE DOWNSPOUT CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED) WILDING WM THE APPROVED AROIITECNRA CRAVINGS, ]. REFER TO THE ARCHITECTURAL DRAWNGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE WNNSPWT TO UNDERGROUND ROOF OR" PIPING. B ALL STE STORM SEWER (OUTSIDE W PUBLIC RIGHT-M-WAY) AS SHORN ON THEY WAWNGS IS PRIVATE 9. STORM MANHgLE5 ON lEA THAN 2-FEET OF COVER SHALL BE CONSIRUCIED PER NE'MOODED SMALLOW MANHOLE DETAIL' AS SHOWN ON SHEET C]OS. 10. STORM MAIN SNDMN A5 FUSED HOPE PAT SNAIL BE HAYS ALL n"NGS, BENDS AND BRANCH SADDLE CONNECTIONS FUSED TO THE MAIN PRE. CONTRACTOR SIALL FCLLOV MANUFACTUREN INSTALLATION GUIDEUMES Aaf RECOMMENDATIONS. w U) D 11 CONTRACTOR SHAu CDORONAIE wM vm ENERGY AND, CITY UWT AND PONDR ON ME INSTALLATION 0, ME PROPOSED GAS AND ELECM AL SERVICES EETWEEN BUILDINGS 1 AND II IN ORDER TO ENSURE MAT BON Q SLAKES ME NSTAIED %6M TO. AND MEENNEAN. ONE PROVE, PERMEABLE PAVEMENT SECTION A MINIMUM OF 6-INCHES BELOW D BOTTOM OF NE PVC LINER WHIN NE PERMEABLE PAVEMENT SECnM. L R:Yl URIIY TpTIFICFSIQN CEN16R M NLORA00 NnoN CalI WIb,fmoW. DNDeyau Gg FAIN x N. o'o`r,..Pz ia1 mN . PF umPNII,P+oWw uNm Z� A Q Z vF UJ0r ` VLC Zw k r LLI LL! Z J J LL Z00 LL Qa O� ORS C0 Z G Q Q' J Oa U) C411 O(45 SiTgels NOTES: I FOR WATER DIIALRY ORFICE RATE DETAIL. WE SREE T C OF IRLT BANS FOR THE DISTRICT AT CNg16 WEST BY NORTHERN ENO EERRID SERVICES ME i. RIOVEIE NRIGINCONCRETEWAI EOUALTOrIIFIDERDWIMLD. 3. FM SARI) ORAOATEN 9PFC61GT1p16 ME TABLE SF.1 ON SHEET C]OS OF UTILITY FLANS FOR TFIE OISTRICT AT CAApUs WEST By NES, A FRWIDEr DW1ETER PF.RFCRhTED PIPE IMW.9LOPf 050%)WRAPPF.D IN FLTER 90CK PFA TABLE SF,i ON SHEET =S OF U PLANS FM THE DISTRICT AT CAMPUS WEST In RES. �• C S FOR OIHNTTTY' OETENTRCN ORIFICE RATE DETAIL. SEE CM OF UTRT" RAMS FOR THE DIETTET AT CAMVIIS —_ \ WESTBYFES. 5. FOR FOEEBAY MIFICE RATE DETAL. BEE SHEET CM M U lW RAMS FM T DISTRICT AT CAMPUS WEST BY NFS ] THB DETENTION VAA.T IN ME FA I AS STRUCTURE IB TO BE FEW SOWEYED RY A LRENSFD RNYFIINITWN THE OESRiN ENGINMRINN NITNERN ENGINEEItINOI MUST CONFBEI TIRE AI E VhT EIEVATR)NS AND DIMENSENtl —TDA AP LINT FFRF RATFO WK Ftl TR RAND ON AHY MWR ARTERIAL AFO APRIRTEMANLEe. CHAIN LNC FENCE LEMIIn gonPBIeME�..tl —\ V �.Y(�M.}�.TyQ o tL1 50--; O!l - �1 3VAULT SECTION 3 1 ylr.1- IF I -I FLOOR RAN sB33.x•. adis - VA TBOTTOM 6B1P9Y •-0'-r 5'J3i �l H 4 VAULT SECTION 4 ItYR._?_R.soR FIwL �'� ean.x "-<_ DOW OI 5 VAULT SECTION 5 vtr • Ta 4� 5D5i?. s -,.-- INVIRT 50y15] - RT . 50SA.W CMAEIIMRMCE WT! fOR VNAT ACQB{ BHN01E1.— Wv ou DW SEE NOTE 2 Iv-r DUANTITY DETENTION gVOLIIRE.501SLuFT F-T 6 I ? 9EE NOIE a Bw.OUT 5D6].DI (:DVAULT ENLARGED PLAN vtr•ra —�— IB r n VAULT SECTION 2 mw— rDM wRaT®IaooL. — BEENOTEd f— SOU A5 taam p 5015 ]5 SIM 50]i 51 PRECAST MOcoNTE RDDE sTRDDTLRE Pp W FOR DIIMITT WEB. 6eB DETENTION VOWNE 5Ci55 : 9 40 e0IM (LYENI NLN► — ao56 m SOdi �P WATER TY VOWNIIi 1145 CU FT. (Ir DEEP OVER 1r SAND) SEE NOTE 3, B-r W ul cnIL C9 Q Sam _ IwEEU /QQ/EED� e11E14P 0 `EGI c.,a Q N„/ Z 5016. Al O s2gne � V F 5053 52 iORFBIAY 5033 31 Q V F 6W:TP ? 114 W ". 6 e i 5c35 33 IF. - RT ND1 1 < o TOP of BALo SBL3S — - :S_ - L�L CL sANO FLTEIt wSlLg61s f 6DR 96 F /Y I /1 REV, DATE SAIB�WPYIREV mPGFcr wAI,L "�"1LO �eBexae=T.� D EUMt►W, L. MII'IN�. ,ICI-III„IIIIIIII_I, , I ,� I=III .. A . omR. OW ANNNT14 I.I. RECORD DRAWING RVKERECORO ER F,YNAOa6 EYXORMERR ENOIREERIIW A304 BEAYICE6. WE. ARE BASED M WOLE.OR IX PART, I1P'JN IPFORIMTCN NO, WAIT' FOR ME ACC W<Y GA G:IW:E•T, E,E55 Oi MIS IHSORWTpry N M M P1N NOLRYM1O�Aw•MANNwww. M NMIw W�MLMTwN.�N /NGE wYMwsfY®wNM C-3 22�RwR.RNX ALTA/ACSM LAND TITLE SURVEY TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DESCRIPTION PER TITLE COMMITMENT: Pi 0a: (740 Dairy Suer) A boa of old dmnbed a allows: Beginning at a prism 836 7 text Nods ad 920 an Wind of the SE coma of the NE'A of S -txb 15, Townahlp 7 North, Runge 69 Weal of the M1th P.M., City ol-Fors Collins, County of Lariba. Sine of Colorodo; thanes Wes I(D Ica, thence NMh 87.3 fat; thence Lan I W led, Mena South 87.3 feel to Use From of Beginning. Peal ran. (744 Dairy Sore) C'tmsrromang at a point Uh.7 fast NanA ara920 feet War of the Snwthau comer of its NE . of Section 15, TowrWip 7 North, Rang, 69 Wen of ,Its ash PM., Cay of Fan Collim, Caunty of harbour, Sad, ofCdtmdo. 111CpLe Soah 97.3 toot, darner Wcat Inc fat, th ace North 87.3 fea, Wear End I W rat to tut, Point of Begrul IAmp, that portion emvsyd to We City of FM Collins in dad rtmrdd Jaanc IN. 1%2. a Bork 1174 at Page W I. Parat Thine. (737 Columbia Sam) Rcgiming el a Pod 7494 fin Nunh od 8220 for, Wax of tls SE cam of the NE'. of Sation 15, b tdaip 7 North, Range 69 Wan ofde Nh P.M., City of Fan Callao, Corny of Lnrima. Sant of Coltxado; these Wad IN fen; thaaice North 97.3 fin; thence Fan IN fin; thrnce Samh $7.3 train the Point of Beginning Facers therefrom the South 10 fin At conveyed a We Cry afFon Collins in dacd acordrd Jua IN. 1902. in Bmk 1174 et Page S37, Isntar County rtcon s. Parcel Four (740 City Park Avrna) Comnav:ing an a (Aim 91h.7 fin North ad 1170 tin Wen of the 4wahead caxra of ts, Nomxxxt 4 of Salim 15. Tim -dap 7 North, Range 69 Wen of Oa ldt P.M., tMsce Was, 120 feet damor North 873 foe, thence Fist 120 fat, thava South 87.1 fin to d Pond of Bcpatimg, City of Fort When. County of larama, Sul of Cobaada. Intact Five: (744 City Park A.) Cammnmong a a point 836.7 fat Ntsah rid I t70 fact West of the SouWmsl coma of the Northman'/. of Son urn I5, Towrohtp 7 North, Range 69 Wan of sae 6th P.M., darns SIwW TI.I fin, Ilea, Wm 120 feet, aleas Ninth 77.3 fin, thence tea 120 fat a the Poam of Begaang. City of Fart CollinA Cowry of larima, San of Collxda. Puoel Six: (729 Aaa Stan) That portw of tic SE V. ofde NE 'A of Sahara 15, Township 7 NoM, Rengc 69 Wrn of the Sixth PraciPel Meridian, dash d as f lbws; Beginning at it Point which lie 749.4 fin North and 320 fin Wes of thr Somhaut courser sat Ihr North. gu roar of Socums 15, Tuwuhap 7 North, Rage 69 Wen a the Sixth Principal Manias. Wane Wen IN fin. North 87.3 fat, Fast IN fa, thence South R7.3 rent to the Pont of Beginning . the Cry Of ron, Collis, Courry of Isime, Suu of Colorado. Pascal Seven (738 Columbia Suas) Cornromang in a point N36.7 fen North And 820 fin Wen ofthe Southard cmrar of th, NE'/. of Safian I s, Towahip 7 Noun, Range 69 W ca of Its Sixth Principal Mnaan; 0saa Wen IN (a, thews North 87.3 fin; thcrce Eon IN fee; thence Sush N7.3 fin to the Point of I4gania. County of Laanna, Saw of Calomdo. Parc,I Fight: (T25 Ana Stood) No,. g at a point which as 816.7 fin North ad 320 fin War ofthe SE coma ofde NE'/. of Sxdi. 15, Towahip 7 Nonh, Raub 69 Wcu of the Sixth Principal Mendiary thence Wes IN fin, thice Nash!".3 fa, theta East IN fin, thane South 8-f.3 fin to de Point of ecganning Cry of Fort Collins. County of Lsmva. Sta, of Culoodo. Ponca[ Now (739 Daisy Susan) Commencang at a Mini 836.7 at Ninth and 1070 fm Wes a'the Suuheat amain cribs, NL y. of Satiw 15, Towahip 7 North, Rap 69 Were of ore Sixth Priaipal Mardian, theme War 1 W fce, then. Ninth 97.3 fee, thence East IN fa, thercc South 87.3 fin Io the Point of Bcga n ang County of Lsrimn. Star of C'olabodo. Parcel Trn: (1312 W. Plav Sum) (lmodeaag a a pnd Ill fin Nonb sod 1070 fin Wen of the Swthven come of the Northam Y. of Saam 15, Towmhm 7 Nnrtl, Rugs,69 Wes of the Sixth PascipJ Maidd; thi Soh $7.3 sea; Wear WOO I fa, dares North 87.1 fact, florae Fos III) fat to th, Point of Brybsnag County of Larimu. Sue of Colorado. Pascal Elcrn: (731 Bluchcll Start) ('ommercag a a pod 836.7 fin North And 420 as Wad ofthO SouWran amar of the Ne'. of Section 15. Towahip 7 North. Ring, 69 Wee of Oa Sixth Pramipal Maidlaa thence Such 87J fre, Ifioar Wca IN fin, macr North 87.3 fa, disbar Ens 100 Ica to din Point of Ikgmnmg, ('wmy of Larima. Swe of Colorado. Parts) Twelve: (7.32 Bl abell Strat) Begimtng at a pod which is 836.7 fal North and 420 fin Wet at the Southeast coma of the cardinal A of Sates 15, Iowuadup 7 NoM, Rage 0 Wen of the Sixth prasipal Mendam, Oacnm Wind 1 W fa, dance Nash 87.3 fin; hrnce suet 1 W fin; Name, Seth 87.3 fun to din Point of ftagiman& CAsouty of l about, Sun of Colorado. Pecs Go.: (716 Cbnn abia Stout) Bcginang a s MW 936.7 fin North ad 670 fin Wand of the Sudaaa cornea of We Nachardl gstoar of Seetin 15. rowaddp 7 NuaL Raogc 69 Wen of din Sixth Principa Maidwric thaws Was, I W fat thence Nmds 871 fat, dsrce Fan I fen, thence South R7.3 fin in the Pod of Beginning, City aFort Callas. County of Lorimar, Star, of Coltudo. Parcel Founttn: (733 Hluclrc8 Streit) Commencing in a Food N16.7 fin Nonh said 570 fin Wad ofahc Soufltenn comer of the Nmlhms gtwer of Senaon 15. Towmhip 7 Ned, Rugs 69 Was of the Sixth Prow,ad Meridian, thaw+South 1473 fact; thane Went I No fa, theaac Narh 87.3 fin; these Fail Ila.e fin m elm Poim of Beginnang, City of Fort Collins, Except In, South 10 fin themd. County of Lean. Slow ofColtvdn Plural Finern: (734 Bluebell Street) Commencing in a .an N36.7 fin North And 570 fen Wen of the 'k uhaan coma of tbr Narlhcan'. of Sation 15. Township 7 North, Range 69 Wen of th, Sixth Pravcµai Mealien.Ihsae Was IIn fee, (hire NuM 87.3 fee, thane Evo I fat, dare Swth 973 fin a ds Nor, of &,Ox ag City of Pon Cullal County of Latima, Sir afCo nnal. Pail So. (735 Columba Sant) Commencing a a pairs 836.7 feel North and 670 fat Wont of the Sarthsut coma of the NoMaa'/. of Section 15, Township 7 North. Range no Wm of Oe Sixth Principal Moralistic ths. South 87.3 fin, thence Was I N fart, Weticc North 87.3 Rs, It. Fin IN fin to (fie From Of Beginnang; lea the South 10 fin, City of Fort C011au, Camry Mlanna, Sate of Culmado. DE9C'IUPTION OF PROPOSED FIAT OF THE. CAMPUS AT DISTRICT WE%1': Tracts of Lad banal in the Norlhcan Omni of Satan 15, Township 7 Nonh, Range 69 W m at thr tds P.M., ('sty of ram I ollas, ('uunry of Lerman. Sun, of Colorado bang mom particularly desceab,d An fallow+: C.uaadenng the Isst lire nl tha Nonhcut Quanta of said Sarum 15 a harag Nonh (10-30'00"Est and with all brxnnE. c ntaitd herein alative thasto: COMMENCING in dsc Fast U. Coma of ad San. 1 %nave, along bra FAR lies of the Northow Quay a, North W3000' Is, 924, 24 fee, Were, North oti I'N' Wait. I1982 fin as a Pmm an la wwaly nght. r., Imr of Agar Sun, sad prim bang the POINT OF BEGINNING of Block 2: Wens nlmn,., d unreal, right of way, Sloth W32W Wool, 175.97 toes an a pod on the normally rigMof-way line of Wm Plum Sara: throes n4mg wd smnam, nghtad-way lira, North 88"59'32' Want. 2 W.41 fM to a From on the easafy, right of -way line of Bluebell Strom: Wrna along mid usleay rsghl-Of-way lino. North UY41.311' Best, 175,30 fat; Inca+, Sswlh 89°I I'00' Out, I W.a I fen to We POINT OI IH (it NNI NO, contains 0.807 xr n. mts : w las. Also; COMMENCINO m the Eau Quana ( tma of uul Section 15. theme iikxag this Fund line of the Nmthana Quarter, North "3VW' P.mt, 924.24 Fast, there. North WI IW- Wee, 569.n fin to a pint On th, wesaly nghlorway Ira of Blabcll Strap, said psun bring the POINT OF BRANN ING of Blak 1; theaa slung said snati right-Or"y Ions, Suah )EF41.38' Wen, 165, 13 fin a a pod an not, oathaly ngm-otway live of wind Plum Santora Ibaa'a June said oartheny right-of-way Ins the alio-wag five ecmman ad daaanna Norma NN"5W32- Wan, 200.37 fen; Wane. North EFT412' Was. 5).00 fins; Waal, Nash 89"15'44` Wes, 2W 13 fin; Wane- Ninth N9"04'06' Wm, ID of fact; these. Nerds 8W I1.55- Wet, 218.79 fin to a Poim m tho cuarly nghtof-wry line of City Park Avena; (hence along aid caaady right-of-way line, Nation Wi27W Fia, 16I.W f nt; Wrna. Sal 11911.00- Fin, 719.99 fin m the POINTOF BMINNING, ota m rs Z719 ncrta m ss or let Told savage of mdrvod a 3.526 sctea. nwre Or ku Th, about de.1141m Ir Ws sane as dadua In the 14anmwa by We vantne vaang dada as daubed m'fi11e (hnmmalnant Numbrr 5M FW27434117-VB2 dead February 10, 2013 and by virtu, of the alai vuatom of Daisy Sa,a aul Calaboose Street by Ordwsac No. l as. 2012 cmcurtwdY with th pmPoud plat of Tht Diann e1 ('ampuc WM. Ilia lad is a cwagmu paracl worth m mcnrnpa a luM NOTES: 1) Fidtliry National Tiiln Insurance Cornpany, Commnwmi Numba 5ON-FW2743.017-V U2, lad Febmay 10, 2013 m 7:00 A.M- wu used in for Pnwc... of thin survey and the following mmnsnu cmreapmd a Srhabsle B of Ua cmnmianrnt. Setrdok R - Seabo 3 Fieegfou. lam 10 - RESERVATION MADE BY UNION PACIFIC RAILROAD COMPANY IN DEED RECORDED SEPTEMBER 16, 1973 M BOOK E AT PAGE D . Nothing ap)m. lam 11 -EASEMENT AND RIGHT OF WAY FOR AN IRRIGATION CANAL AS KNOWN AS CANAL NO. 2 AS RESERVED IN DEED RECORDED MAY 15, 1877IN BOOK 1 AT PAGE 3M. The faadoa afwh(ch caa. his domnfadyme the sn od dasmms Ism 12 - EASEMENT AND RIGHT OF W AY FOR LME OF DITCH OR IRRIGATION CANAL 6 FEET WIDE ON BOTTOM WITH BANKS OF TIIE LARIMER COUNTY IRRIGATION CANAL 140. 2GRANfID TO THE STATE BOARD OF AGRICULTURE IN OEM RECORDED SEPTEMBER 3. 1881 IN BOOK L AT PAGE 210. 77e laca/m ofwhkh cannot he deaansixedfran the road dnmmen, Icon 13 - EASEMENT AND RIGIfT OF WAY FOR CUTS AND GALLERIES FOR PURPOSE OF PUTTING IN TILES AS GRANTED TO THE STA TE BOARD OF AGRICULTURE DI DEED RECORDED MARCH 30, 1894IN BOOK 101 AT PACE 133. Tirr(eeaha n(whirl eaumr 6e dermubdfivar brae recarddaemswa. Ism 14-TERMS, CONDITIONS AND PROVISIONS OF EASEMENT FOR CONSTRUCTION AND MAENTENANCE OF PUBLIC UTILITIES RECORDED DULY 19, 1"5 AT RECEPTION 1,10.950,12342 M shown us Forced NOW, Ism 15 -ANY LIEN IMPOSED BY THE CITY OF FORT COLLINS FOR UTILITIES UNDER LIEN RIGHT ORDINANCE 826-718. Nolh/ngaplm, 2) FLOOD ZONE DESIGNATION: According an FIRM Penc1978 fin Lan. Count,, dad ❑a milae 19, 2D06, thu trap of Ind as waWa As andodad Zan JC ad dos rut lie withan is FF,MA deigned I W-ymr Ibadplan, 3) TIN, gross lad ram is appmxiswtely 139,149 sq.Rsquare fin or 3.171 .apex. 4) Csummn sumri (C - Community Commacaal Dinric, Sabucluo as eseblaasd with the PO at Urvaopmmt Plan It, Thc Diana nl Campos Wind (PDP N 12"3). and upheld by Fort Collins City Caunil Rtsolutun 2012-073. 5) Tfe south I0 of 1'umsl Tm wu laded a Oe Ciry afFon CaBia a Bunk I1]4, Ina 54M1. Patel Tencl acrifiloa dns out nantm Win Ponan of the property w be on eamptaon a de InTsny. 61 Na ubservd noknce of ,went wM aaxwmg work, building caulrucrum or bamag abtuau u of Maras I ], 201 J. Duarad non of housa have bagA, 7) Sac SM 14 fin Pmryad Pha ar Sia Plu u.n orolan in regams a ebwga an strew nldoof-wey wdthc. N) No observd evidence o1'sio, use as a salad ware ducal amp or sanitary lad0n. 9) No wrOeod arcs Je1i-1.1 an laapeaa. 10) All auras shown are public su,rts. I I) D., Sam aid Columbia Sued will he vamd by Colaaa, No. 1%. 2012, rm .,1, .,It ILc Domes sal C'annus Was Pal. ■ ■ ■a CSU SITE OF CAMPUS ALTA �I A nI A 1V NTS SURVEYOR'S CERTIPIGTE: To MC BANK, NATIONAL ASSOCIATION AND ITS SUCCESSORS AND ASSIGNS, Fs. C.1hao Sladnnt Illaeag, II-C. a Cbltxedo limited liability company and Fidcliry Notarial Talk Inwrarlcc Company This is to comfy Out dais roxi a plat am the arvry On which r as paced was inside an .readier wall the 2011 M. Slvdnm Deml Roqulmmmu for ALTAIACSM Lod Tile Siu ry P ady arabl(dad od ndopad by ALTA and NSPS sad aalsdn Ina 2, 3, 4, ((h), 7(a), 8, 9, 11(b), 13, 14. I6, 17, IN 19 ad 21 of Tnbk A thcrcuf. The Feld work was, armpkted an August 10, 2011 Ann a-aaaPad Mach 13, 2013. Oph91D gqG yw�ySiEg (� Forad m bdolf of Nordnm FnRiming Sevin.( bm pram D. Gilliland Reamossed land Sorv,yna Colorado Regbnataon No. I403 fJ1a1 VmItY f1OTF1G1nMfEM1Ea 6 runaaabo • • GO baba Pan 4R w'o, are as a"s.:" u°O,K a.wan is uu. rams mans amBpautlOENQ,1, ROVraxt .ixAS $10Wa MIA On nR9NEsi INNEINCE Alan UiW hiadix1ncS TM OF trill tnat$ WY F36T PE EXACT ICrll)N OM1 WOEBdiWMUMIi@S agNN aO THE LOUTUrvtx as aCislts UNOEROBCrpm AUMETrdC(All Bt IM 1F IiMiNIO HV CCNT,aCf WG'CHE GLy FM a Vil(IT' LO(AiE. LF Pit, N, 3ay� 5 9' Jx�85 UC g U g O99 F Sheet 1 Ol4 Sheets ALTA/ACSM LAND TITLE SURVEY TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO OWNER: SUNSTONE CONDOS I OWNER: SUNSTONE CONDOS I G uv• �__ (EAST) _1(120')---------------- MAST) ------ llo_m) ---------- -- = .'-�- CAP 589'11'00°E�._�20.40' 99.7T Esn---_— .. REBAR NO -a-P ------ im) ---- ,S89'11'00'E-+ N89'11'00"W -11VM-9998'-M( a e•wIDE .� � ��• WOOD WALL 9B rr,opExry LK NORrHM 739 DAISY ST. it 740 CITY PARCEL NINE ^^ f ' ��` 1n N ' PARK AVE. 6.687 S.F. - ( a.D PARCEL FOUR 0 W ^ O © 10,467 S.F. b n 740 DAISY ST -m 4• Pvc� m �Qw m m a 1M�oO°Ri i m g a1.4 m V�'D5_�Zt PARCOES F yCAPOm BT01E X07 •IIBBMTI STORY ) u2l 738COLUMBINEST1Att•pA CONCRETE _ -).- I STORY w PARCELSEVEN Wes.=UI_.w '�=O AAWNING� Y BRIMaCOCi �' � 1.SIW6gR r� 8.723 $.F. B9LfT LLLL _ 1� m1, p F 1.376 ap.l1. 0� a' v a 1.]SW77 A 1 If1 ) 1 I[1 Z m FILL ^ " o Z U O LL ...z \'^ «R.B FIVE 8 = / e y� \i Z , Poe PARCEL .y..-' y,p-� Oz _..__ _-__ N A, RCEL W8 (EAST) (12111 WDOD\ NINE A TEN T .. �- ONE APOR ATWO zm V S89OB'15E--119.84' - a---eine� �`--NB!)08151N - ---wr �1Do') --- ; wESTI % nm) (WEST I (lam) P� W --_ - yN89°08'15°W - 100.00'--- ---- N89.10.19°W --- 99.97 ----- 11 _______ _ M LLI / / M FORT COLLINS ,2= Q UTILITY EASEMENT /2 CRY PLAT MAR (TYP.) n 9 D m b _ T I a.S CITY OF �R( T COLLINS REBAfl NO CAP „ i M" V ) ^'. O , STORY off d = 737 COLUMBINE $T. m L73m F n PARCEL THREE w n = 1=aR s a t STan I '�' ` (%% ^ r '" ^ 7.711 S.F. n = 'NO PARKING s WOOD P•o -� 3o.r- 7M oast sr. FIRE LAf1E' WOOD .eeart ,� BB r J 1 I sW' n PARCEL TWO - a 'Ws000w • x4x PARK AVE sae EARAw i R ^ ,.0 1.'ax •an n- 4I I s 121s w n a 7,757 S.F. R 1674 t p 13r uoTNEs ry w PARCEL FIVE - -� LINE - 9.272 S.F. >v �3S W B J 1312 PLUM ST I '-� - p n I rO PARKIN p / PARCEL TEN Ill1D I 0 p umi M�� = 2 p FIRE LANE' J 8,699 $.F. m p ID 2° -- - W I- v '�O Il1d I 8 //\ SHED nn Z 2s.r O TiO PARKING N ANYTMe , / q�43 eG.N. 2N 189 m' •STOP U) 'STOP � 90UTN tm a PARCEL TEN IS 8 I' a p 8 p VVii p10TOTHECRYOFFOBS MIYTIME• fq /�- - I O P� COl1RIB W BOOK 1174. PAGE 51B '•b ]� 13 4' PARCEL N89'1155V— (WES11 0w) N89.11'SS'V11P 99.43' wN89'7549"W 100.8T �SB9'1549"E W. PLUM STREET (MST) (10m (WEST (lam (WESM - s00(r)) D D --- s (RAW VARIES) 1 BOOK 11)4, PAGE 541 E%CEPTEO PARCEL OWNER: ' OWNER: OWNER: OWNER: OWNER: OWNER: KIEL FAMILY OWNER: TOWN }I PANDO, PANDO, PANDO, TAN, DERNBURG, SQUARE CONDOS MATTHEW MATTHEW MATTHEW SHIRLEE ANN R. LIMITED PARTNERSHIP PAUL PAUL PAUL LINE LEGEND "— FENCE BURIED FIBER-0PTICS —wrv-- �[— �i— BURIED GAS A LS EM • WATER LINE ly' —r— BURIED TELEPHONE ® NORTH C SANITARY SEWER LINE STORM SEWER LINE EDGE OF ASPHALT — - H FLOWUNE B) o ]o DRC - - - - - - - EDGE OF GRAVEL 1 Mlb, - ro et. - - - - - - - MAJOR CONTOUR - - - MINOR CONTOUR PPE(WEST) (1m')- LNG 6 DISTANCE IN DESCRIPTIONS BURIED CABLE BURIED ELECTRIC INLET Mi SYMBOL LEGEND +' SIGN © GAS METER ❑M MAIL RED( ''O' WATER MOM O DECID. TREE O POST ORATE TELEPiK)NE BOX SANITARY 8E1VFA MANHOLE © CABLE P£OESTAL n POTABLE WATER MANMDIE ---. 0 WATER METER � WATER VANE 0 FOUFX) SECIIGN CORNER COMP. TREE ® ELECTRICAL VAULT O STOW AalAM101E 'IIZI T FBtE IIYDRNIT WATER CURB STOP ®E ELECTRICAL METER srlBn �I uONT PDLe Q CLEANOUT Q VE1171CAL PPE UTILITY POLE O MRX: MANMa1.E ❑T ,ElEPL1oNE PEDESTAL CABLEVAULT O FOUND PROPERTY MONUMENT 0Fp11004REBAR 104P,L91WB ® FOUND NAXS SHINER POB POINT OF BEBEaaa O Z S heet 2 Of 4 Sheets heet 2 Of 4 Sheets ALTNACSM LAND TITLE SURVEY TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO OWNER: ZETA TAU ALPHA T�R�� j FRATERNITY HOUSING OWNER: I I GROUP EPSILON BETA HOUSE ASSOC.1 �� OWNER: SUNSTONE CONDOS �.. KAPPA KAPPA wEe w IIEBAR NOW I RPaAR: Ls rs' rnaAR: No CAP w oFRATERNITY 608- _ 99.95• .__ ......F�E"�N89'11'00'W'r99.9 c THICK coNc. wAu P'.s v1mvAYry uc ----� --- -.J 738 COLUMBINE ST. PARCEL c THIRTEEN r? �, Pve 8,737 S.F. m N, Ei1P S + sroav 7318LUEBELL ST. t sTOw esO06rtw w n PARCEL FIFTEEN t p +.>a6 w.A _ _ p - 8751 S.F. 1 '5� )r \ sllireEri i — N89'0821�-1. NI - �_ W _ P tom____ _______�`_ __ -WADER a.v 738 C.OLUMBI ST. WTNIOKI % ALL W PARC n� EN m n\ t STORY WOODY/ % 7 `_ / A A OCLDTNwE w I \% ui m 0 '� EV ro O b WOW WALL I 7L oOa 4l 1 STORY WOOD Z -- GARAGE —_ U sn.A.n. _ BA• 1 A _N88°59'32'W- _ 100.19' _ NE . (WEST) (1Up') ►Mlkw& Y OWNER: DECHAIRO, ROGERIKAY I GPFARE A STREET - j OWNER: TAYLOR FITZPATRICK CAPITAL LLC I I I I I I I d LINE LEGEND —�— FENCE .o BURIEDFIBER-0 ICS —nn-- BURIED CABLE --[— BURIED ELECTRIC �— BURIED GAS —yam WATERLINE ---t— BURIED TELEPRONE SANITARY SEWER LINE —sue STORM SEWER LINE — — — . - EDGE OF ASPHALT DRCH FLOWLRiE EDGE OF GRAVEL _______ AVUOR CONTOUR - - - - - - - MINOR CONTOUR �Lr!Il?�li 'i 1 STORY WOOO W 1,E96�AAA. II� I O ("PQ /A V/� W — „ 1,0]B p.11. ENCLOSURE J WOII 1 3Y.T ELL ST. >.S W 0 WLCEL 221I fpQ 7B4LUE LVE 1 STORY Z WOOD Tit11CK .F. cisoqx '� p =% t �y IOxxI11 W fn \ rUTILw ESMf r I STOW WOOD a 2Lw N.A 731 BLUEBELL ST. PARCEL ELEVEN 8.785 S.F. p\ o +A]S66sTO I wood 1R 0 0 - 1w --= S89r05'15�E�iR.� --- ji �--r4 - - - - - M ASTER— ST-PARCEL SIX m S "n�B03 S.F. xo LINE of UASASSE OINNOMT 11 W ; CITY6 FORTC0.LMS 8 PUT YAP (TYP.) 8 � � �� 3fl3 t t�SyTpOpRpY ? ,B WOOD ENCLOSURE 1 tN& x i STORY MIND £- - WOOD GARAGE W MAA JANYTSE'PAR .100.20"' ro Fe-1 N88'5932WFe�1 (r �(tOOT�n��a IwEST) (10(r) —= w W CM. LLLEGIBIE - "---% W. PLUM STREET �_ (ROW VARIES) m SYMBOLLEGEND -r BION O GAS METER O MAILBOX b WATER SPIGOT O DECID. TREE O POST ® INLET GRATE ® TELEPHONE BOX O SANRARY SEWER MANHOLE CABLE PEDESTAL E) POTABLE WATER MANHOLE © WATER METER WATER VALVE 0 FOUND SECTION COMM CONE. TREE CEI ELECTRICAL VAULT O STONA MANIIOIE 'Cr FIRE HYDRANT WATEFCU s5 O ELEcmm METER snw (j LIGHT POLE Q OLEANDVT Q VLRkTIOA' LPIPE `O. UTILITY PIX£ O MSC. MANHOLE TELEPHONE PEDESTAL m O POUND PROPERTY MONUMENT ® �"�BW WCAP. Ls I'MFOUND NAIL&: MINER POBND TF CAMBRIDGE HOUSE LOFTS 30 XI W 60 Tw1 mr T) ma- 20rt (WEST) (1 W)-BEARING & DISTANCE IN DESCRIPTIONS U Z �m0=0C Sao: 1- N taLTI011 HDAAA $ b 16TM�MWv Y R' 38"n� J Sy913 gg lip &�l u 1 i a n I e ; cq S I� z ' I I I � Z �Q- u- of Z)n i aa0 I I I I I I I I WfOIIIRTNCMIIBI NiIlOM+6TlNlp1Y IMTAYRMIYW N IIOIAl1�1T&M uTm m pp&v ID CY w >O coo ct ZO J LI O v—U o z vi Z OZ ~ J �O Q :It r QELILL ZO ALTA/ACSM LAND TITLE SURVEY TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SUNSTONE I CONDOMINIUMS PROPOSED PLAT AND SITE PLAN OF THE DISTRICT AT CAMPUS WEST SUNSTONE CONDOMINIUMS Tn S89'11'00'E 1 71999 nDOIr1O11Y f UtY1Y xKYIiOFWAY iD f -� M�F THIS Rwr 1 I I aNMal r---1 aODJL, IFAeeaerl LOT, +1]MIaE F r----1 owdrm 1 zem wn. I --- AecEss rAaawr I 1 � eAam+r � I91Mom A1EA) 1 I � ABe1110NI1 L—1 I YYrtpwAr 10 I L.__ FASMiM M— n Exwr. R'IW 50.00' I .nana..L RwrtaE.wwr ro a oFnrw,m fYTY MT dery uN tOrp NBW164WW 111 200.13' n EX1'.:T NwRvn IKIrN - ROw MDT.LflP+mN FIOYIYMI wfwlcrw u+ro PdM OF BEGMNITE BLOC,tI wrnmw Ll O I oEen+s I feet 'ALA I � I I fAf�mlr I I I 1„ Id NAIXIrONN I uR r II-0 wAYr�, W RE oe1 TFU nY THM RAT w CD ZETA TALI ALPI-IA FRA rl..-�tN l� s untm F SELFNT MY I�YtlYI DWE 199.91' Irgley� '--' u LT Acres KOCK2 F+OYI�M weflart mw 7 LOT1 a1l4E e]N w 0 W f TpRys, WM4MYl0 I 11dNbll'WL �FAiIR oRr1Mt.EF eEO mM I o RIdRLFiNYN BEe®IfwlOer ued�r, TMFIAT J Yp®RJA®f/ TIYRAT ✓T Q] TN{ T N89.04OV .12'W N98•S9'32'W 200.3r - - r�em1r - - — SO.AKIR F rw+crr Ne9.5732 W zoo.ar HLKN. . , a.�, Jl e NuxrrvEAsr cdaw Xcrrox +snx.xalw .IrEXICDx —� V.1'.M1 FId14[ \ y� ,I i KAPPA KAPPA GAMMA FRATERNITY POINT OF BEGINNING I BLDCK 2 earl Illp'rl\bW I TAU OF GAMMA I PHI BETA SORORIN I I� TAU GAMMA PHI HIBET I sclxoRiTY I �a —-- al A w PLUM STREET (ROW VARIES) `511eER I - - � rT'nleuc Alm TOWN SQUARE Q a �,wir EAfalr CONDOMINIUMS DEC HAIRO SUBDIVISION � - - -' - _ _ _ _. - - - - - - - - GMBRIIXiE NOUSE LOFTS 04 I `N„ I Ill ZW Z Q r r I � I LEGEND — — — _ - - - -. - - W - - - - EAeEIENT LYIE ELITRIe RgxrOf.WAY MTrCD ed}4VIY LINE Rp11ICF-WAY Ld urE eq roVm cwaxwa DEsrMaEo 9EC,prI LDIbER O YiMRIBMI WIIry RATIL W.IB IW] ® FwowE.Ae+.aeAedrwem I� E/S, W.RIER GDRIEP I eEc,IDN �o-rrnAnvn IINT 4VMYINGP I uOmIL+Exf lOR —LS IVYY,AW NORTH W ep tArM ^ IwrFtTl +M•Y4 (US SURVEY MET) w N�0 Z) lL < Z J 60 F— �U O Z (n Z pZ J J LLJ Up U U) Q - awLL p Q Z Sheet 4 Of 4 Sheets ALTA/ACSM LAND TITLE SURVEY THE DISTRICT AT CAMPUS WEST, LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1112, 1204 & 1308 WEST PLUM STREET) DESCRIPTION: LW 1, Block 1, and lad 1, Block Z The District at Campus West recorded April 30, 2013 at Reception No. 20130032356, County of Lannert, State of Colorado NOTES: 1) Fidelity National "fide Insurance Company, Commitment No. 50S-F0498435-017-017, dined October 16. 2014 w TOO a.m. was used in the process of thu survey and the following comments correspond to Schedule B ofthe commitment. Schedule B - Section LI Exceptions: Item 10 - RESERVATION MADE BY UNION PACIFIC RAILROAD COMPANY IN DEED RECORDED SEPIEMBER 16,1873 W BOOK E AT PAGE 346. Nothing to plot. Item 11 - EASEMENT AND RIGHT OF WAY FOR AN IRRIGATION CANAL AS KNOWN AS CANAL NO.2 AS RESERVED IN DEED RECORDED MAY 15, 1877IN BOOK I AT PAGE 354. The location of which twrwt be ddersemed from the re vrd document. Item 12 - EASEMENT AND RIGHT OF WAY FOR LINE OF DITCH OR IRRIGATION CANAL 6 FEET WIDE ON BOTTOM WITH BANKS OF THE LARIMER COUNTY IRRIGATION CANAL NO.2 GRANTED TO THE STATE BOARD OF AGRICULTURE IN DEED RECORDED SEPI'EMBER 3,1881 IN BOOK L AT PAGE 210. The location auduch cannot be defemrirted from the record document. lum 13 - EASEMENT AND RIGHT OF WAY FOR CUTS AND GALLERIES FOR PURPOSE OF PUTTING IN TILES AS GRANTED TO THE STATE BOARD OF AGRICULTURE IN DEED RECORDED MARCH 30, 1894 IN BOOK 101 AT PAGE L53. The location of which rmrrot be determined from the ncod deAvmeld. Item 14 - ANY LIEN IMPOSED BY THE CITY OF FORT COLLINS FOR UTILITIES UNDER 11EN RIGHT ORDINANCE 126-718. Nothing a plot. Item 15 - Em eaents, notes, restrictions and conditions, provisions as set forth an the recorded plat of District at Campus West recorded April 30, 2013 at Reception No. 2.01300323%(D208). Easements shown hereon. hem 16 - Deed of Trust from Ft. Collins Student Housing, LLC a Colorado Imdhd liability company, to the Public Trustee of Larimer Courdy, for the benefit of PNC Bank, National Association, securing an original principal indebtedness of $38,667,702.16, and any other amounts and/or obligations recorded May 3, 2013 at Reception No. 20130033720. NOTE: Assignment of Losses and Rents recorded May 3, 2013 at Reception No. 2013003372L Item 17 - Financing Statement recorded May 3, 2013 at Reception No. 20130033722. Item 18 -The effect of Resolution of Vacation recorded August 21, 2013 at Reception No. 20130064618. Nothing placid. Item 19 - Statement of Medianic's Lien recorded October 15, 2014 at Recepoon No. 20140058994. 2) FLOOD ZONE DESIGNATION: Aecmiling w FIRM Panel 979 for Lm{mm Cowry, dyed December 19, 2006. this trot is within unshaded Zone hL and does not lie within a FEMA designated 100-year 0oodplain. 3) Gross land ems is 144.719 square feet or 3.323 acres, more or less. 4) There were no current zoning clasti0wtion or building setback requireammts"ormictlons provided to the surveyor by the bs . 5) Them ere 464 parking spaces (10 handicap ape c'es) located in the mu tilescl parking garage. 6) Them am no observed evidence of cement earth moving work, building construction m building additions. 7) There we an proposed changes in street right of way lines' known to the surveyor or any observed evidence of recent spat or sidewalk construction or repair. 8) Thee are no observed midence of site use ns a solid waste dump, sump or sanitary, WndfilL 9) Thine are no wetland areas as delmened by appropriate authorities 10) The lintel it of mcasuremcm for thin survey is U. S. Survey Poet. 11) The Basin of Bearings is the South Title of Lot 1, Block 1, District at Campus West as hearing NRV55'32"W, and manumentcd as shown an drawing. ndl `1 E .uElnl I_ III �811 8•1:1:I:IIIIIIIIIIIIIIIIRI.I m n :=111111i1I11_IIIII�� LOCATION lCPCL �: I� .. q R )E' In INR�f ■ - �•4iiii xu VICNITY . SURVEYOR'S CERTIFICATE: a To: PNC Beek National Association and/or IN m... end assigns, Ft. Collins Student Home& LL.C, a Colorado limited liability company, and hdrin, National Title lnearwce Company as follaws: This is w certify dot this mew m plat and dot aurvey an which it a heard were made m mcwdaace wins the 2011 Minimum StatWavd Derail Raninceents fm ALTNACSM land Tede Surreys jointly cuubhahed and adaptd by ALTA sad NSPS and irelw4s Items 2. 3. 4, fRb). 7s), 8. 9,1 I(b), 12. 13, 14, 16.17. 18, 19. aM 2UIa) of Table A thereof The fold work rats completed rm [ toter 31. 2014, AU Date: n 17 1 Par and net IN:IuIf of NnNam hy{inaeing Swum, lac. G®Id D. cnttland R"'L,red land Swveyar I olnmda Rcgiaalcm Na. 14821 a CORNER -FOUND O CORNER -SET I - BRASS TAG g NAIL ISa IM23 Line Legend EXISTING EASEMENT — — EXISTING RIGHT OF WAY PROPERTY LINE EXISTING LOT UNE — EDGE OF ASPHALT FLOWUNE WIITARYSEWER • WATERUNE —r --FIRE LINE UNDERGROUNDGM UNDERGROUND EIEETRIC —* T— UNOERGROUNDTELEPHONE —an--- aw— UNDERGROUND CABLEN ®DIUINAGE EASEMENT PER THE D6PIIEf AT CAMPUS WEST ACCESS EASEMENT PER THE DISTRIETAT CAMPUS WEST ♦ ♦ . • IANDSCAPE AREAS CONCRETE AREAS cAo arrant ranrlunaN cEmsaur II�aReabBk�. Not a R«Naoyr��n':T0'aa:'vaa w sn'a aowNa.o•�r®�suaa u ux me THE LDGTgR OPNEOIDRWND UTILmEs Aa SHOAN ARE WISHED ON OaBB� a90CCE AND UTIUTY a lw AT TIME a swrv£v ApglgNRttrl{ITet/Ea wY ExSi. TrE EAAer Louna+a ANv UDtimo UNDERGROUND vouum THEain se DIe IE ANY ADDInbNA1.ImD6ldtoMuO U1arIS49NOu10 WE pETEgtINlD TIT CONTAGINO.ONE rXl FORADraJiY LOGTE. FITL E SURVEY YY 92 Sya s-� a�y U 9� O� i xz� CID } w0 Cr Q (n 0- 0 J W O UU g Qz F— J U) v0 a UU � �O H Sheet Of 3 Sheets At SURVEY AL I /-VAk JNI LHINU I I I Lt ALTA/ACSM LAND TITLE SURVEY THE DISTRICT AT CAMPUS WEST, LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1112, 1204 & 1308 WEST PLUM STREET) ...!rL I UNE I -it. I SUNSTONE CONDOMINIUMS I ry - NG J 5 - BUILDING 1 N w w0 -.• 5 STORY 1308 WEST PLUM Q T STREET YU ry IT } I- V co N z I, \v -NO I � EIARKING PE.1 RE NN i ( ) a OMTGIEDABW) DRAINAGE EM1BBEST B Ec Ml. AMlQ.OM) �aR-4 61 n �x _ rgAMMwIB�eRu S89°11'00 E 714.89' I - aw r DA,'N{GE EASO K., .T x0 AISA, wl _ IH�iLMFD 41EAIE1=W. •.•f IBEG. NO NJ ]Of]pO31bl - (. VEDFSIFIRN RISA ACCESS MEMI I �NEc No I. I6MMEDANBG l I41 141 _J EASEMENT BLOCK 1 LOT 1 112,461 MI. N. 2.582 Berea VAG NO dNFASE1IEM . AI]CWSMI ✓A TRMO1r MELENr INFO NO 1011W .' 4GHT MYL wan sroR vex ACCEBBIE. c") III H W -� F--..- '.. I I ! xHA d.AE 1 PANDO OWNER: PANDO OWNER: PANDO OWNER T/,N �N �-; OWNER DERNBURG OWNER qLl GI,LIILI p TOWN SQUARE , CONDOMINIUMS i tiK DECHAIRO SUBDIVISION I GALL UTury BO "BOK, CARBROR I.. fmi ORA wmlr, below. Ca11 bO.H, you d,g. NORTH uTIurTy NOTE UTIL11 ITS AS THEESERVE 30 0 10 p ANDUNU EC SIJRD D EVIDENCE TIITYMRKNGS AT TIME 60 Fnet ONOBfiNAVETTLITYINEANDUTIIST MMNING$ATTIME OAREGFANY ADDITIONAL LINES Y THE ENACT IO Of PJi, (M U.S SMaEY TEST) ND JTY UNDERGROUND Ul41iIE55NOWN AND THE LIX'J,iION Oi ANY H III AN 01' AN I NM UO x. ADDRION UMDEPOROUND UTLLITIES SHOULD BE DETERMINED BY CONTACTING'CAE C 1- TOR A UTILITY LOCAM Al TA/ArEZKA I ANII'1 TITI I SURVE U) Lu �0 a, a O W O UCO o QZ Q J ~ J U a my Q 00 SNhF 1 Of 3 Sheets SURVEY AL I H/HIJJI'A LHIVU I I I L SURVEY ALTA/ACSM LAND TITLE SURVEY THE DISTRICT AT CAMPUS WEST, LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1112, 1204 & 1308 WEST PLUM STREET) ZE I A AU AL t'HA ■ FRA IERN11 Y ■ 1J I Lu W IJ S� rq ■ W IW 77 � � oPAINAI. E 6V 6Ntl, NIEND ,N ■ ■ Ii ■ IBUILDING 2 ■ 5 STORY PARKING GARAGE ■ 12114 WEST PLUM STREET I I.' pUvuOE EA4Y6Ni jIBC W. A TN]}]MI . FlRE LNY' 1 ■ W--� G� W.'PLUM STREET (PUBLIC ROW VARIES) 1 ■ ■ I I L 1 -1-4 ° -- m,_.. S8 OE 198.T1 —tRr•- 1fv MK n CSSSEASCWNT IMC. NO]O,iW] l —W—_ram tV W- ;III = 91 ME r cAPrKElc�xrY9s BLOCK 2 EC NO AI..l LOT 1 32.258 MI.11. D.TAT aaY BUILDING 5 STORY 1112 WEST PLUM STREET 1 ,p1NIMGE E/SEMENi I A 1 � IRIC HO ]Ola.UYtbpl l 1 r .L- T_ oD oy a1 w Tao x. .. - A 11 ® Y I TAU OF GAMML S� PHI BETA j EL EL ^ ui ^ TAU OF GAMMA PHI BETA .. SORORITY ,ABMET+ MUM FTC IP III .e R NIN D Q FIRENWIE - -Y•` YI YY M L A GI� CAMBRIDGE HOUSE LOFTS NIIER�IOE'IB■IDM. NORTH UTILRV NOr THE LOCATION OF UNDERGROUND IEnUT A9&tOWN ARE BASED 2 0 TO 40 60 feet OMOBSERVEO EVIDENCE ANO unuw IM1IX1NW AT T PWN Itl4 Ann TIONAI IITII 111 INFi HAY FX19T THE FAACT I. InOl OF ANY IN UNDERGROUND UTILITIES SHOWN AND THE LOUr10M OF ANY V5. SVPVCV FEET I i ADDRIONAL UNDERGROUND U3UnE9 SHOULD BE DETERMINED BV I m' - 20 R. CONTACTING`CNS G FOR A UTILIry LIX TE Ale Lu 0 > 3:o 0_O W J— Q OU � U Q Q Z W ~ J U a �� c °o Sh3RAI Of 3 Sheets ® O 00 h L II 11 1 I 1 I 11 I �a I Y S00.41'38'W I— 165.13' 1 BLUEBELL ST. (50' ROW) N00'41138'E .--175.30' I I "sa I C I r 1 f— ---� LJ =6r� r NC I___J 8 ASTER ST. (50' ROW) ' g y?O M;0 ygy I > O I P)�Pj8 w N y as — -- --• — —• —ELM-- -- wTlWEoc TIF NORN�Bf / wrmmtL�mN,s, rni, atw J �asaaa�t+o1 ALTA/ACSM LAND TITLE SURVEY NE 1/4 SECTION 15-T7N-R69W FORT COLLINS, COLORADO mac: 570-Ml are 4/3/13 WENT. srALL' NA OR.N BY: Nfl9EMED 6C L Sfth 0. G61an4 NORTF ENGINE Na tam Cip Mu.lu0l0 NtlNG �11IA351 ren Cur Daum rasa ma.... Nick Haws From: Rosenbeck, Nick [NRosenbeck@finfrock.com) Sent: Tuesday, January 14, 2014 2:11 PM To: Nick Haws; merrill@rockymountainplumbing.com; SteveC@Rockymountainplumbing.com; Diven, Jason; Barden, William Subject: RE: The District at Campus West ( parking garage orifice plates Nick, The 18" of sand was placed in the retention vault sand filter bay today. As of now, the retention vault should be complete (you had previously witnessed the pert. pipe and can still see the orifice plates). Please let me know if you have any questions and/or concerns. Thanks, Nick From: Nick Haws [mailto:nick@northernengineering.com] Sent: Wednesday, January 08, 2014 4:28 PM To: Rosenbeck, Nick Subject: RE: The District at Campus West I parking garage orifice plates Nick, Things looked fine today. It is safe to place the sand from my perspective. Operationally, has anything valuable been learned that should be passed on to the owner in terms of winter snowmelt, sump pit discharge, icing, etc.? Thanks, Nick Haws, PE, LEED AP NORTHERN ENGINEERING From: Rosenbeck, Nick rmailto:NRosenbeck@finfrock.com] Sent: Tuesday, January 07, 2014 1:23 PM To: Nick Haws Subject: RE: The District at Campus West I parking garage orifice plates Tomorrow would be great. Thanks, Nick From: Nick Haws[mailto:nick@northemenoineering.coml Sent: Tuesday, January 07, 2014 3:17 PM To: Rosenbeck, Nick Subject: RE: The District at Campus West I parking garage orifice plates Nick, I have not, but was hoping to do so tomorrow. Thanks, Nick Haws, PE, LEED AP NORTHERN ENGINEERING From: Rosenbeck, Nickfmailto:NRosenbeckCalfinfrock.com] Sent: Tuesday, January 07, 2014 11:07 AM To: Nick Haws Subject: RE: The District at Campus West i parking garage orifice plates Nick, Have you had a chance to come by The District at Campus West Parking Garage to confirm the orifice plates and pert pipe installation? Thanks, Nick Rosenbeck, El ■ Superintendent 2400 Apopka Boulevard ■ Apopka. Florida 32703 407.295.2073 x2525 d 407.293.4000 o 407.466.1362 m nrosenbeck(r).fmfrock. com FINFROCK. htti)-//www.finfrock.com NOTICE: This transmission is intended solely for the person or entity to which it is addressed and may contain information belonging to the sender that is confidential and/or privileged. Any unauthorized review, disclosure, copying, retransmission or dissemination is prohibited. 'if you are not the intended recipient, please destroy all copies of the transmission. From: Nick Haws rmailto:nickCalnorthemenaineerina.coml Sent: Monday, December 09, 2013 8:48 AM To: Rosenbeck, Nick Subject: RE: The District at Campus West I parking garage orifice plates Nick, The surveyed volumes are good. We are, however, double-checking the global elevations to ensure your floor and high water line are consistent with the overall site datum. I don't foresee any problems at this time. What does your schedule look like for installation of perforated pipe, sand, water quality/forebay perforations, and 100-yr orifice control plate? Thanks, Nick Haws, PE, LEED AP NORTHERN ENGINEERING From: Rosenbeck, Nickrmailto:NRosenbeckC&finfrock.com] Sent: Tuesday, November 26, 2013 8:54 AM To: Matt Lockwood . Cc: Nick Haws Subject: Re: The District at Campus West I parking garage orifice plates 2 Sounds great. Thanks, Nick Rosenbeck Matt Lockwood <matt@northernengineering.com> wrote: Nick, I have the crew scheduled for Tuesday so they will need access to site then. I will have them contact you when they get onsite. Thanks Matt Matt E. Lockwood, PLS Northern Engineering matt@northernengineering.com 200 South College Ave. Suite 10 Fort Collins, CO 80524 Office: (970) 221-4158 Direct: (970) 568-5416 Fax: (970) 221-4159 From: Rosenbeck, NickfmaiIto: NRosenbeck@finfrock.coml Sent: Tuesday, November 26, 2013 8:16 AM To: Nick Haws Cc: Matt Lockwood Subject: RE: The District at Campus West I parking garage orifice plates Nick, We poured the additional 9" in the forebay yesterday. I am working on the hole layout between the forebay and sand filter, but if you can have guys here next week to verify the dimensions elevations that would be great. Thanks, Nick Rosenbeck — Superintendent Finfrock Construction, Inc. 407-466-1362 From: Nick Haws rmailto:nick@northemenaineerina.coml Sent: Monday, November 25, 2013 9:40 AM To: Rosenbeck, Nick Cc: Matt Lodkwood Subject: RE: The District at Campus West I parking garage orifice plates 3 Nick, I would like the forebay floor to be raised ±9" to the approved plan elevation. How long do you think that will take? If the floor can be poured this week, we can look to schedule the survey next week. Are you still planning to submit a shop drawing for the orifices between the forebay and the sand filter? I know the overall vault dimensions and elevations are the most critical components, but the more we can verify in one trip, the better. As far as coordinating schedules and access, Matt Lockwood with our survey department can best manage those details between you and our field crews. We've tentatively penciled in December 3' if the forebay floor will be ready by then. Thanks, Nick Haws, PE, LEED AP Vice President NORTHERN ENGINEERING 200 South College Avenue, Suite 10 1 Fort Collins, Colorado 80524 0: 970.221.4158 ext. 5414 1 D: 970.568.5414 1 M: 970.690.0927 F: 970.221.4159 1 nickCdnortherneneineerine.com I www,northemengineering.com From: Rosenbeck, Nick[maiIto: NRosenbeck(&finfrock.com] Sent: Saturday, November 23, 2013 10:55 AM To: Nick Haws Subject: RE: The District at Campus West I parking garage orifice plates Nick, As a follow up to our meeting on site, will your guys be able to survey the retention vault? Thanks, Nick Rosenbeck, El ■ Superintendent 2400 Apopka Boulevard ■ Apopka. Florida 32703 407.2952073 x2525 d 407.293.4000 o 407.466.1362 m n rosen beck@finfrock.com htti)7//www-finfrock.com NOTICE: This transmission is intended solely for the person or entity to which it is addressed and may contain information belonging to the sender that is confidential and/or privileged. Any unauthorized review, disclosure, copying, retransmission or dissemination is prohibited. If you are not the intended recipient, please destroy all copies of the transmission. From: Nick Haws fmailto:nick(alnorthernenaineerino.com] Sent: Wednesday, November 13, 2013 5:07 PM To: Rosenbeck, Nick Subject: RE: The District at Campus West I parking garage orifice plates Nick, I'd be more than happy to stop by for observation purposes. I have availability tomorrow and Monday if either of those days work for you. Nick Haws, PE, LEED AP 4 NORTHERN ENGINEERING From: Rosenbeck, Nick rmailto:NRosenbeck@finfrock.coml Sent: Wednesday, November 13, 2013 1:49 PM To: Nick Haws Subject: RE: The District at Campus West I parking garage orifice plates Nick, I do not see Detail 7/C705 shown on the architectural sheet, so I am confused as to where it is to be used? Also, I see the note which states that the vault is to be field surveyed by a licensed professional. Are you able to come by the site any time within the next week to review what we have done to this point? I would really like for you to put eyes on the vault before I go any further. NOTE: THE DETENTION VAULT IN THE PARKING STRUCTURE IS TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER (NORTHERN ENGINEERING) MUST CONFIRM THE VAULT ELEVATIONS AND DIMENSIONS PRIOR TO PLACEMENT'OF PERFORATED PIPE, FILTER SAND, OR ANY OTHER MATERIALAND APPURTENANCES. Thanks, Nick Rosenbeck, El ■ Superintendent 2400 Apopka Boulevard ■ Apopka. Florida 32703 407.295.2073 x2525 d 407.293.4000 o 407.466.1362 m nrosenbeck@finfrock.com FIMFRQCK httE)7//www,finfrock.com NOTICE: This transmission is intended solely for the person or entity to which it is addressed and may contain information belonging to the sender that is confidential and/or privileged. Any unauthorized review. disclosure, copying. retransmission or dissemination is prohibited. If you are not the intended recipient, please destroy all copies of the transmission. From: Nick Hawsfmailto:nickCalnorthemengineerino.coml Sent: Wednesday, November 13, 2013 1:38 PM To: Rosenbeck, Nick Subject: The District at Campus West I parking garage orifice plates Nick, Attached is Detail 7/C705 that I mentioned on the telephone. Please let me know if you have any questions or need additional information. Thanks, Nick Haws, PE, LEED AP Vice President NORTHERN ENGINEERING U Nick Haws From: Steve Fisher [SFisher@ceitn.com] Sent: Thursday, July 03, 2014 11:13 AM To: Nick Haws Cc: Steve Beins; Ryan Hunten Subject: Re: District at Campus West I downspout & detention reservoir rock I need to remedy I have the concrete contractor cleaning his material out of basin. Heat trace will be installed. All of the wiring is done on the roof. I will have the down spout connected asap. Thanks Steve Fisher Sent from my Verizon Wireless 4G LTE DROID Nick Haws <nick@northemenizineering.com wrote: Steve, I visited the jobsite yesterday to observe general sitework, with a particular focus on the stormwater items. Overall, things appeared to be in decent shape. However, I did want to bring the following two items to your attention. 1. While the majority of the downspouts on the north side of Building 1 appeared to be correctly tied -in to the underground storm drain system, I did notice one (center of picture below) that was not connected. Also, I recall early design discussions about the potential need for heat trace for these downspouts with northern exposure. It did not appear to me that heat trace was installed. The Owner and Architect should be made aware of the 0&M issues that may occur during the winter. Ell 2. 1 noticed a fair amount of contamination of the sub -base reservoir rock throughout all of the courtyards and private drive. Pictured below is an example of encroachment from a recent concrete pour. This is actually a relatively benign example and should be easy to remedy. Other locations had more significant contamination and will require more effort to rectify. One of the most damaging culprits is fine sediment/debris from loose dirt, sawdust, concrete work, etc. This needs to be cleaned and removed to the greatest extent possible prior to placing the next course of base aggregate. Larger debris and other contaminants need to be removed as well. Please provide written and photographic documentation that the sub -base rock has been remedied prior to placine additional materials above it. Contaminants need to be picked up, swept, vacuumed, or removed by similar means; not washed and forced down into the underlying rock. This should be done before rainfall draws contaminants further underground, requiring removal of sub -base rock for remediation. Ilk T� . rig _a ��`iJl-�f) ` �f T . • mod" J triff � +�!-r � ," , f�. •' ' � ' .•.•�'wN. ✓r "^ems � �.: Feel free to contact me with any further questions or comments. My observations were for general progress and compliance only. I have not begun the comprehensive drainage and grading certification process yet, which the City will require prior to issuance of C.O.'s. We should talk in person next week about the timing and approach for these items, In the meantime, I wanted to be sure the reservoir rock was brought to your immediate attention before it become an extreme problem. Thanks, Nick Haws, PE, LEED AP Vice President NORTHERN ENGINEERING 301 N. Howes Street, Suite 100 I Fort Collins, Colorado 80521 0: 970.221.4158 ext. 5414 1 D: 970.568.5414 I M: 970.690.0927 nickCdnortherneneineerine corn I www.northerneneineerine.corn E Submittal Cover Sheet Submittal Number 1304.01-07-Revised Geotextile Submittal and Description Project The District at Campus West Project Number 1304 Owner Ft. Collins Student Housing, LLC, Contact: Nellie Architect Humphreys & Partners Architects Montgomery Specification Section Structural Engineer Civil Engineer Mechanical Engineer Su bcontratorfSupplier 4 Integrity Structural Corporation Northern Engineering PVE, Inc Mr. Roland Tremble Connell Resources Inc. 7785 Highland Meadows Parkway #100 Fort Collins, CO 80528 rtmm ble(cbconnell resou rces.com Email Address: Neairin)fnnnnlvevs co - Contractor Construction Enterprises, Inc. of Tennessee This review has been performed only to Examine and comment on the general conformance with the project requirements. this does not relieve the subcontractor/supplier from any responsibility to provide these products and / or installations in accordance with the project drawings and specifications. [E]No Exceptions Taken F-JExceptions Noted F-IRevise and Resubmit [—]Rejected Date: 4/21/2014 Return Submittals for Distribution by: PLEASE EXPEDITEIII CC: Steve Beins Construction Manager Steve Fisher Project Manager Terry Lott Tobsite Superintendent Ryon Hunten Humphreys 6 Partners Sennifer Smith -Pittman Humphreys 6 Partners PROJECT SUBMITTAL REVIEW ENGWEr:R5 REVIEW RESPONGEREOUREDOx CpITMCrgi W Eca .Te- Nf/y _ PN _ Cmem _ CnnmNn/.IhxlmC EryYM,Mwukranstlmibmru wCFtln 6Ypn mcnlaM CUNW O4vlrib. ra.aee. wmM rxr nnwmmwe n,aY«Yax.cme.m,xwn,.engl.rm Wr, reoraw wn.ma aP`A Jx.IV wxdrld weM1an. TM CaMcb,«nenemWUlfbbb..Mmrq.Fv amMn«a MGIMYIMgtl wello W EAmMme, br P Mee 4trlalbn mowena b YCNMWas N ®/nW. b IneYYM1n Pruew ptl W We e,llN �, br P«bNW EIY xqk F P M J rim. N br apnea a nxa.Yy <V«cb Emm Re ew,w. NO,M4 (insM C«ezb. mE JW WYm IYWIp xVWMYn gh'e4M MOflT IENGWEEflW 9EIN.0 WC RY ex. 04.28.14 District at campus west Submittal # 32.14.13.19-3 Geotextile Spec section: 32-14-13.19 This submittal has been reviewed by Roland Tremble at Connell Resources Inc. Tuesday, April 22, 2014 �m HANES GEO COMPONENTS A . tv� * COMPANY TerraTex N07 Nonwoven Geotextile TerraTex N07 is a nonwoven geotextile made up of polypropylene fibers. These fibers are needled to form a stable and durable network such that the fibers retain their relative position. It is non -biodegradable and resistant to most soil chemicals, acids and alkali with a pH range of 3 to 12. TerraTex N07 is manufactured to meet or exceed the following minimum average roll values: PROPERTY UNIT ASTM TEST METHOD Minimum Average Roll Values Weight (Typical) oz/yd2 (g/m2) ASTM D5261 7.0(237) Grab Tensile Ibs (kN) ASTM D4632 180 (0.80) Grab Elongation % ASTM D4632 50 Trapezoid Tear Ibs (kN) ASTM D4533 75 (0.333) Puncture Resistance Ibs (kN) ASTM D4833 105 (0.467) CBR Puncture Ibs (kN) ASTM D6241 475 (2.11) Mullen Burst psi (kPa) ASTM D3786 350 (2412) Permittivity sec' ASTM D4491 1.5 Water Flow gpm/ftz (1/min/m2) ASTM D4491 100 (4074) A.O.S. U.S. Sieve (mm) ASTM D4751 70 (0.212) U.V. Resistance %/hrs ASTM D4355 70/500 1rzoi 1 815 Buxton Street Winston Salem, NC 27101 888 - 239 - 4539 • Fax: 336 - 747 -1652 www.hanesgeo.com info@hanesgeo.com Submittal Cover Sheet Submittal Number 1304.01-08) PVC Liner Submittal Package and Description Project The District at Campus West Project Number 1304 Owner Ft Collins Student Housing, LLC. - Contact: Email Address: Nellie Architect Humphreys & Partners Architects Montgomery Neflle()humohrevs.com Specification Section 2 Structural Engineer Integrity Structural Corporation Civil Engineer Northern Engineering Mechanical Engineer PVE, Inca Subcontrator/Supplier Mr. Roland Tremble Connell Resources Inc. rtrembleCcOconneliresources.com Contractor Construction Enterprises, Inc. of Tennessee This review has been performed only to Examine and comment on the general conformance with the project requirements. this does not relieve the subcontractor/supplier from any responsibility to provide these products and or installations in accordance with the project drawings and specifications. X No Exceptions Taken Exceptions Noted Revise and Resubmit Q Rejected Date: 5f72014 Return Submittals for Distribution by. Please Expedite CC: Steve Beins Construction Manager Steve Fisher Project Manager Terry Lott Jobsite Superintendent Ryan Hunten Humphreys & Partners Jennifer Smith -Pittman Humphreys & Partners PROJECT SUBMITTAL REVIEW ENGNME REVIEW RESPDNSERC-0UIRED OF CpiTRACTOR No EaaWma Tabu Nme Npb Narkkaa ReaAmk Cammeeb A�etl Erykearb nNes. b bgaenlmlbmenn wph Ne tletlpn mrcap argil Cmtrotl Docunmb. llarkkga acacab tllel nN ka oxvNetlm. TIvi pIMactr .brh r cmi lalowIat tlw"acy .for apatlkoev a mr E afta M **, . 1Te a"ons, ramems rBftw.b bx dkfeb and a 4. for ombmkpaM canekalta q etlpanti wift ortbr upM kaWw.Pacasaes, br tr%MIg1a of awem*W Iv oud iv powuas OM p k awry kap . br perramkaI INe work F a m mmror, YM kx akbbrtp VI rroaNery approvab horn ra Owner. lVtllkatl, Gmwal CwOxtrx, ana Jwbackon 1bNq Nrrwky. ti appbebb NIXiTHe FIN ENGNEERIN SERVIC s INC. erit/ wb 05.12:14 COMMENTS: Contractor remains responsible for confirming all geometry and dimensions (vertical & horizontal). 3 I'm, `. CO: 8 0 0.5 2 4. 8 6 72 rCOLORADO LINING �TERNATIONAL '��TX: 888.546.4641 "r www.coloradolining.com PVC is a widely used and proven solution to many containment needs. PVC requires 12 inches of clean cover for extended life. Colorado lining can fabricate PVC into custom sized panels. and facilitate a full installation with one of our certified installation crews. We want to work with you to make your job a success. Product Features: • 20 Year Warranty • Industrial or Fish Grade • Flexible • Available In Custom Sized Panels • Cost Effective • Quick Installation • Easily Repaired By Owner • Available In 20, 30, 40, 50, & 60 Mils • Maximum 3:1 Slope for Cover Soil Uses & Applications: • Golf Course Ponds • Decorative Ponds • Wastewater Treatment Ponds • Landfill Caps and Cells • Irrigation Reservoirs & Canals • Entry Ponds • Detention Ponds • Stock Tanks • Athletic Field Construction 0 r COIARADO UN1NG CERNATIONAL PVC Product Data Sheet Certified Properties ASTM PVC 10 PVC 20 PVC 30 PVC 40 PVC 50 PVC 60 Thickness D-5199 10 +/-0.5 mil 20 +1-1 mil 30 +1- 1.5 mil 40 */- 2 mil 50 +1- 2.5 mil 60 y- 3 mil 0.25+/-.013mm 0.51+/-.03 mm 0.76+/-.04 mm 1.02+/-.05 mm 1.27+1-.06 mm 1.52+1-.06 mm Tensile Properties Strength at Break 24 lbs/in 481bsfin 8.4 731bsfln 97 lbs/in 116 Ibs/in 137 lbs/in 42 k Wm kN/m 12.8 kN/m 17.0 kN/m 20.3 kN/m 24.0 kN/m D-882' Min Elongation 2500% 360% 380% 430% 430% 450% Modulus at 100 % 10 lbstin 21 Ibs/In 32 lbs/in 40lbs/in 50 Ibs/in 60 lbs/in 1.8 kN/m 3.7 kN/m 5.6 kN/m 7.0 kN/m 8.8 kN/m 10.5 kN/m Tear Strength D-1004' 2.5 Ibs 61bs 8 Ibs 10 Ibs 13 Its 15 Its; Min 11 N 27 N 35 N 44 N 58 N 67 N D-12044 Dimensional Stability 4% 4% 3% 3% 3% 3% Max Chg Low Temperature Impact D-17904 -10' F -15' F .20' F -20' F -20' F -20' F Pass -23' C -26' C -29' C -29' C -29' C -29' C Index Properties ASTM PVC 10 PVC 20 PVC 1 PVC 40 PVC 50 PVC 60 Specific Gravity 0-792 Typical 1.2 g/cc 1.2 g/cc 1.2 g/cc 1.2 g/oc 1.2 g/cc 1.2 g/co Water Extraction Percent D-1239' Loss (max) Max Loss 0.15 % 0.15 % 0.15% 0.20% 0.20% 0.20% Average Plasticizer D-21244'6 400 4D0 400 400 400 400 Molecular Weight Volatile Loss Percent D-1203' 15% 0.9% 0.7% 0.5% 0.5% 0.5% Loss (max) Max Loss Soll Burial Break Strength G160' 5 5% 5% 5% 5% 5% Elongation Max Chg 20% 20% 20% 20% 20% 20% Modulus at 100% 20% 1 20% 1 20% 20% 20% 20% Hydrostatic Resistance D-751 42 psi 68 psi 100 psi 120 psi 150 psi 180 psi Min 290 kPa 470 kPa 690 kPa 830 kPa 1030 kPa 1240 kPa Seam Strengths ASTM PVC 10 PVC 20 PVC 30 PVC 40 PVC , PVC 60 Shear Strengths D-882' 20 lbs/in 38.4 IbsAn 6.7 58.41bsfin 10 77.6 lbsM 961bsfin 1161bshn Min 3.47 kN/m kN/m kN/m 14 kN/m 17 kN/m 20kN/m Peel Strengths D-8624 10 IbsAn 12.5Ibs/in 2.2 15 Ibstin 151bs/In 151bs/in 15 Ibs/in Min 1.8 kWm kN/m 2.6 kN/m 2.6 kN/m 2.6 kN/m 2.6 kN/m Notes: 1. PGl 1104 replaces PGI 1103 Specification effective 1/1104. 2. Certified properties are tested by lot as specified in PGI 1104 Appendix A. 3. Metric values arc converted from US values and are rounded to the available significant digits. 4. Modifications or further details of test are described in PGI 1104 Appendix B. 5. Index properties are tested once per formulation as specified in PGI 1104 Appendix A. www.coIoradoIining.com d H a r 9. N N j Z000 awMOEnMO En mJ Z n00 (n U O z 0 WN S O Q 4 O Q W K Q Z W2 ran U� ZW oa U� WO O: v'p A r v OW OW v p NN tldA A. a ' e a p a q o 0 a a 0 'a V Sv v. -0 o e a Va" d I 0 Z m ri 0 SOU � O (n m J Z DO 0 VI O U 9 i W mmo Z Z HW Wo U m J Z ::)00 0-1 NU U fel co 0 U Cl) rn c 'v m E A •c a LL f O N d � N 1 1 7 O N 41 E a LL J O O M O vLL x (V N ko CO M U f0 7 O U atS U C l9 C W N rn (0 f0 u a n Nicholas Lavin = *�rr� Instdmn rrisor/master Seamen I�pLp�0 LINING W'w Installation Qualifications I:N T,El N ATIO:N A C {���� 1062 Singing Hills Rd. Parker, CO 80138 - 800-524-8672 Material Mil Quantity Project 30 PE Anti -Skid Total Square Ft 52,155 30 30,000 Encana J27 Overlay Parachute CO 2012 30 22,155 Whiting Oil Pit Meeker CO 2012 Ecodur Spray Liner Total Square Ft 27,700 Johnny G. Martinez Reservoir Tempe AZ 2013 Highline North Cell Colorado Springs ' CO 2013 10,000 Rentech Tanks Commerce City CO 2012 700 Roxborough Clarifier Roxborough CO 2012 10,000 AIIChem Roof Coating Houston TX 2012 1,000 McWane Retaining Walls Ft. Worth TX 2012 6,000 BBL Tanks Williston ND 2012 EPDM 45 45 45 45 45 45 45 45 45 GCL 21,250 6,000 25,000 2,608,500 16,383 321,500 1,000,000 4,000 484,000 309,225 2,292,718 879,750 254,800 100,000 Wednesday, May 07, 2014 Total Square Ft Spring Head Installation Aztec NM Post Office Flying Horse Texas Parks & Wildlife - A.E. Wood Ft Collins Water Features Dexter Fish Hatchery Texas Parks & Wildlife - CCA Marine Bradbury Well Facility Fair Oaks Dairy Farm Total Square Ft Pawnee Station Landfill Rooney Road Landfill Golden Golf Course Cap Fountain Landfill - Cell B Phase 1 Shattuck Chemical 4,486,633 St. Peters, Barbed Aztec Colorado Springs San Marcos Ft Collins Dexter Corpus Christi Parker Rensselaer 3,836,493 Brush Golden Golden Fountain Denver NM CO TX CO NM TX CO IN CO CO CO CO CO Page 1 of 13 2011 2009 2007 2007 2007 2007 2005 1999 1999 2011 2003 2002 2002 1997 Mil Quantity ProjectMaterial GCL Bentoliner NSL Total Square Ft 251,100 251,100 SG Interests Somerset CO 2011 GCL Bentomat DN Total Square Ft 2,185,575 2,250 Summit County LF Summit County CO 2012 23,925 Rocky Mountain Energy Keenesburg CO 2010 43,500 Lifetime Fitness Centennial CO 2010 600,000 RMA Channels Commerce City CO 2009 1,263,600 RMA Elf Cap Commerce City CO 2009 252,300 Fountain Landfill - Cell B Phase 1 Fountain CO 2002 GCL Bentomat ST Total Square Ft 2,281,709 769,500 East Regional LF Bennett CO 2011 243,000 River Point ACC Littleton CO 2008 245,000 Riverpoint Sheridan Swale Pond Littleton CO 2008 24,209 Summit County LF Dillon CO 2007 1,000,000 Rocky Flats Weapons Plant Arvada CO 2005 Geocomposite Total Square Ft 10,215,170 6 32,625 Summit County LF Summit County CO 2012 677,005 East Regional LF Bennett CO 2011 1,263,600 RMA Elf Cap Commerce City CO 2009 600,000 RMA Channels Commerce City CO 2009 1,000,000 Rocky Flats Weapons Plant Arvada CO 2005 416,358 Cheyenne Sanitary Landfill Cheyenne WY 2004 770 Fisher Canyon Reservoir Colorado Springs CO 2004 1,400,000 Franzen Reservoir Turner OR 2004 2,286,000 Rooney Road Landfill Golden CO 2003 12,740 Fountain Landfill - Cell B Phase 1 Fountain CO 2002 441,197 Front Range Landfill Erie CO 2002 145,625 Flintrock Holding Pond Modification Lakeway TX 2002 90,000 Broadacre Landfill Pueblo CO 2002 891,450 Golden Golf Course Cap Golden CO 2002 470,000 Summit County Landfill Dillon CO 2001 Wednesday, May 07, 2014 Page 2 of 13 Mil Quantity ProjectiMaterial 37,800 Altus AFB Fire Training Facility Altus OK 1998 450,000 Tesla Hydroelectric Facility Colorado Springs CO 1995 Geocomposite Double Sided Total Square Ft 368,850 6 58,725 Encana Al Pit Parachute CO 2012 32,625 TTClImpoundment Pueblo CO 2012 157,500 DIA Glycol Pond 009 Cell 4 Denver CO 2011 120,000 Envirotech 2008 La Salle CO 2008 Geocomposite Single Sided Total Square Ft 26,100 26,100 Johnny G. Martinez Reservoir Tempe AZ 2013 Geogrid Total Square Ft 270,000 270,000 Rooney Road Landfill Golden CO 2003 Geonet Total Square Ft 2,922,000 200 280,000 Pumpkin Buttes Pond 4 Gillette WY 2014 200 54,450 Leprino Foods Ft. Morgan CO 2014 200 117,450 CJ Bio America Fort Dodge IA 2013 200 113,100 Encana High Mesa Middle Pond Parachute CO 2013 200 504,900 Goodwin Waste Disposal Facility Whitewater CO 2012 280,000 Leprino Foods WWTP Greeley CO 2011 247,500 SG Interests Somerset CO 2011 468,000 IBP-Anaerobic Lagoons Holcomb KS 1999 77,000 Lowry Landfill FTPA Waste Pit Denver CO 1999 9,600 San Carlos Apache Golf Course Globe AZ 1998 770,000 Tesla Hydroelectric Facility Colorado Springs CO 1995 Geotextile Total Square Ft 7,922,873 8 6,000 Green Valley Ranch #12 Aurora CO 2013 8 90,000 Highline North Cell Colorado Springs CO 2013 8 40,000 Pleasant Valley Pipeline Ft. Collins CO 2013 12 10,000 Johnny G. Martinez Reservoir Tempe AZ 2013 8 12,500 Meadow Hills GC Aurora CO 2013 8 22,500 Whiting Oil Pit Meeker CO 2012 16 4.500 Summit County LF Summit County CO 2012 Wednesday, May 07, 2014 Page 3 of 13 Mil Quantity ProjectMaterial ame.- . 58,500 DIA Glycol Pond 009 Cell 4 Denver CO 2011 8 60,000 Steelberg Ranch Snowmass CO 2010 8 35,000 Aspen Earthmoving Woody Creek CO 2010 8 36,000 Rocky Mountain Energy Keenesburg CO 2010 8 13,500 Richards Residence Longmont CO 2010 12 104,000 Sapphire Energy Las Cruces NM 2010 1,263,600 RMA Elf Cap Commerce City CO 2009 8 22,500 All Things Green Castle Rock CO 2009 8 94,500 Masterson Pond La Pryor TX 2009 8 18,000 Bear Dance Golf Course Larkspur CO 2009 8 120,000 Envirotech 2008 La Salle CO 2008 8 22,982 Bristol Village Apartments Aurora CO 2007 8 80,000 Home Depot Aurora CO 2007 8 170,000 Black Mountain Disposal DeBeque CO 2005 8 980,000 Pawnee Pond Reline Brush CO 2004 162,000 Fisher Canyon Reservoir Colorado Springs CO 2004 24 1,400,000 Franzen Reservoir Turner OR 2004 8 54,400 Colorado Springs Country Club Colorado Springs CO 2003 6 921,200 Shelter Harbor Golf Course Westerly RI 2003 16 93,300 Broadacre Landfill Pueblo CO 2002 8 13,500 Kline Brothers Snowmass CO 2002 8 144,000 Sandy Lane Lake #16 Reline St. James - Barbad 2002 8 8,190 Front Range Landfill Erie CO 2002 8 27,000 Main Street Station Phase 2 Breckenridge CO 2002 8 60,904 Paint Brush Hills Waste Treatment Plant Falcon CO 2002 16 4,500 Summit County Landfill Dillon CO 2001 4 4,506 Summit County Landfill Dillon CO 2001 8 108,000 Conoco Gas Plant Bloomfield NM 2001 8 36,000 Vista Ridge Golf Club Erie CO 2001 8 9,000 Francescon Pond Sedalia CO 2000 8 67,500 Crowe Residence Cherry Hills Village CO 2000 Wednesday, May 07, 2014 Page 4 of 13 Mil Quantity Project;Material 16 8,991` Moss -American Site Milwaukee WI 2000 32 306,806 Lincoln Creek Flood Control Phase 2 ReMitwaukee WI 1999 16 2,000 Goose Lake Dam Boulder CO 1999 8 4,500 Bradbury Well Facility Parker CO 1999 6 394,000 Reno County Landfill, Cell 1 C Hutchison KS 1998 8 58,500 Altus AFB Fire Training Facility Altus OK 1998 770,000 Testa Hydroelectric Facility Colorado Springs CO 1995 Gultd8eal Total Square Ft 100,000 15 100,000 Shattuck Chemical Denver CO 1997 HDPE Total Square Ft 8,713,831 80 58,050 Leprino Foods Ft. Morgan CO 2014 40 280,000 Pumpkin Buttes Pond 4 Gillette WY 2014 60 63,000 Leprino Foods Ft. Morgan CO 2014 60 37,800 Tampa Terminal Tampa CO 2013 60 46,800 Bayer Cropscience Wheat Goehner NE 2013 60 260,820 CJ Bio America Fort Dodge IA 2013 40 508,950 Goodwin Waste Disposal Facility Whitewater CO 2012 60 50,400 Goodwin Waste Disposal Facility Whitewater CO 2012 60 285,000 Leprino Foods WWTP Greeley CO 2011 40 254,475 SG Interests Somerset CO 2011 80 285,000 Leprino Foods WWTP Greeley CO 2011 60 252,000 SG Interests Somerset CO 2011 60 198,720 Wamsutter LF Pond Wamsutter WY 2010 40 68,512 Dean Marshik Dairy Pierz MN 2010 60 100,800 Caviness Packing Pond Hereford TX 2010 40 115,000 Close Encounters Yates Gillette WY 2009 80 38,566 Centennial Ag Greeley CO 2008 40 80,000 Lewis Palmer HS Monument CO 2007 60 1,125 Rocky Mountain Secondary Commerce City CO 2007 30 34,870 Thornton Water Tank Bottom Thornton CO 2007 40 137,025 Second Wind Dairy Johnstown CO 2006 Wednesday, May 07, 2014 Page 5 of 13 Quantity Project'Material-Mil .- . 60 3,245 Midway Landfill Fountain CO 2006 60 170,000 Black Mountain Disposal DeBeque CO 2005 60 113 Dodge City Excel Beef Repair Dodge City KS 2005 80 186,375 Beardstown Floating Cover Beardstown IL 2004 40 55,000 PFFJ Boar Stud Liner Navajo County AZ 2004 60 554,953 Cheyenne Sanitary Landfill Cheyenne WY 2004 60 1,370,000 Pawnee Pond Reline Brush CO 2004 80 251,000 Excel - Dodge City Dodge City KS 2003 40 39,420 Fountain Landfill - Cell B Phase 1 Fountain CO 2002 60 92,180 Broadacre Landfill Pueblo CO 2002 40 96,505 Conoco Gas Plant Bloomfield NM 2001 60 66,150 Bussman Wastewater Lagoon Grey Eagle MN 2001 60 264,000 Tri-State Power- Limon Site Limon CO 2001 80 9,925 Tri-State Grimm Construction Commerce City CO 2001 60 8,991 Moss -American Site Milwaukee WI 2000 60 56,700 Zuni Station Ash Pond Lakewood CO 2000 40 263,755 Daley Farms Waste Lagoon CA 2000 40 108,000 Cactus Dairy Ft. Morgan CO 2000 60 39,645 Coal Creek WW Reclamation Facility Aurora CO 2000 80 12,141 Centennial Ag Supply Greeley CO 1999 40 468,000 IBP- Anaerobic Lagoons Holcomb KS 1999 60 150,500 Hasfings (Adams County) Landfill Phase Hastings NE 1999 60 58,750 Pacific Junction Pacific Junction IA 1999 60 94,500 Altus AFB Fire Training Facility Altus OK 1998 40 89,144 Barrett Resources Evaporation Pond PhaParachute CO 1998 40 88,000 Reno County Landfill, Cell 1C Hutchison KS 1998 60 93.926 Barrett Resources Evaporation Pond PhaParachute CO 1998 60 394,000 Reno County Landfill, Cell 1C Hutchison KS 1998 80 159,000 Copper Queen Events Pond Bizbee AZ 1997 60 65,000 Eagle Mine Remediation Project Mintum CO 1997 80 242,000 Lost Cabin Gas Plant Lysite WY 1996 Wednesday, May 07, 2014 Page 6 of 13 Material Mil Quantity Project 60 6,000 Midway Landfill Colorado Springs CO 1991 HDPE Textured Total Square Ft 2,798,375 60 1,263,600 RMA Etf Cap Commerce City CO 2009 60 35,000 Sinclair Refining Co Sinclair WY 2009 60 11,700 Ault Landfill Ault CO 2008 60 38,000 6000 North Tank Golden CO 2007 60 122,850 Paint Brush Hills Waste Treatment Plant Falcon CO 2002 60 508,245 Front Range Landfill Erie CO 2002 470,000 Summit County Landfill Dillon CO 2001 60 223,830 Denver Regional Landfill Erie CO 2000 60 125,150 Hastings (Adams County) Landfill Phase Hastings NE 1999 HDPE Textured Double Sided Total Square Ft 2,959,379 60 280,000 Pumpkin Buttes Pond 4 Gillette WY 2014 40 114,310 Encana High Mesa Middle Pond Parachute CO 2013 60 830,700 Navajo NE-1 Cap Page AZ 2012 60 456,300 Goodwin Waste Disposal Facility Whitewater CO 2012 40 63,000 Encana A15 Pit Parachute CO 2012 60 75,400 Summit County LF Summit County CO, 2012 60 58,500 Encana Al Pit Parachute CO 2012 60 778,205 East Regional LF Bennett CO 2011 60 198,000 Pueblo of Santa Ana Santa Ana Pueblo NM 2011 40 82,689 Lifetime Fitness Centennial CO 2010 100 22,275 Duluth Underground Tank Duluth MN 2010 HDPE Textured Single Sided Total Square Ft 122,310 60 109,710 Encana High Mesa Middle Pond Parachute CO 2013 60 12,600 BNSF Globeville Temp Containment Denver CO 2013 Hypalon Total Square Ft 1,165,233 45 86,733 Highline North Cell Colorado Springs CO 2013 45 44,000 Sapphire Energy Las Cruces NM 2011 45 104,000 Sapphire Energy Las Cruces NM 2010 36 92,000 Diamond Oaks Golf Course Roseville CA 2003 Wednesday, May 07, 2014 Page 7 of 13 Mil Quantity Project'Material .- . 45 2,500 One Brothers Snowmass CO 2002 36 36,000 DIA Remediation/West Glycol Ponds Denver CO 1999 36 800,000 Tesla Hydroelectric Facility Colorado Springs CO 1995 LLDPE Total Square Ft 2,722,751 20 140,600 WT3 Pecos TX 2012 20 81,824 Vanderra Resources Canadian TX 2012 36 13,788 Anadarko Fort Lupton CO 2012 40 78,300 Lorenz Park Phase 4 Englewood CO 2012 20 422,710 Vanderra Resources Canadian TX 2011 20 131,760 Vanderra Resources Canadian TX 2011 20 185,580 Vanderra Resources Canadian TX 2011 30 45,000 Bull Canal Ditch Dacono CO 2010 60 600,000 RMA Channels Commerce City CO 2009 30 94,500 Masterson Pond La Pryor TX 2009 40 100,000 David Lorenz Park Denver CO 2009 40 110,000 Tyrone Mine Tyrone NM 2008 40 117.400 David Lorenz Littleton CO 2006 60 12,600 RMA Lysimeter Pad Commerce City CO 2006 40 328,689 Cheyenne Sanitary Landfill Cheyenne WY 2004 40 260,000 County Line Regional Park Littleton CO 2003 LLDPE Textured Total square Ft 1,000,000 60 1,000.000 Rocky Flats Weapons Plant Arvada CO 2005 LLDPE Textured Double Sided Total Square Ft 121,500 40 121,500 Sarpy County LF Papillion NE 2009 PVC Total Square Ft 11,892,245 30 6,274 Green Valley Ranch #12 Aurora CO 2013 30 80,000 McWane Retaining Walls Ft. Worth TX 2012 30 64,000 Sapphire Energy Las Cruces NM 2011 30 145,000 Sun Lakes GC Sun Lakes AZ 2011 30 63,150 Bohnen Feedlot Burlington CO 2011 30 28,118 Frederick High School #8 Frederick CO 2010 Wednesday, May 07, 2014 Page 8 of 13 Mil Quantity ProjectMaterial 30 60,000 Steelberg Ranch Snowmass . CO 2010 30 54,488 Castle Hill Pond Lewisville TX 2010 30 68,110 Derek Kelley Pond Byers CO 2010 30 14,502 Aspen Earthmoving Woody Creek CO 2010 20 80,000 Prairie Waters Tanks Aurora CO 2009 20 9,135 Rocky Mountain Metro Airport Broomfield CO 2009 30 79,372 Moorcroft Field Moorcroft WY 2009 30 422,000 Bijao Los Santos GC Los Santos, Pana 2008 30 68,110 Cedar Springs Daniel WY 2008 30 68,000 Kennedy Residence Aspen CO 2008 30 189,000 Mira Vista Golf Course Aurora CO 2008 30 243,000 River Point ACC Littleton CO r2008 30 245,000 Riverpoint Sheridan Swale Pond Littleton CO 2008 30 80,000 Home Depot Aurora CO 2007 30 30,000 Mike Morgan Irrigation Pond Greeley CO 2007 40 1,120 Aspen Earthmoving Aspen co 2007 30 21,000 Lafayette Storm Water Pond Lafayette CO 2007 30 777,000 Grasmere Lake Denver CO -2007 40 93,422 Foothills Treatment Plant Denver CO 2007 30 13,500 School of Mines Pool Golden CO 2007 30 22,982 Bristol Vdlage Apartments Aurora CO 2007 30 49,588 Conifer Water Augmentation Pond Conifer CO 2007 20 15,434 Coppedeaf Construction Centennial CO 2006 20 42,000 Tercio Ranch Weston CO 2006 30 190,000 Columbine Country Club Denver CO 2006 30 85,000 Indian Creek Ranch Loveland CO 2006 30 204,330 Antelope Hills Bennett CO 2006 30 103,208 Hillsboro Ditch Liner Johnstown CO 2006 30 56,000 Cranberg Residence Greenwood Village CO 2006 30 65,000 Louisville Community Park Louisville CO 2005 30 815,600 City of Cheyenne Landfill Phase II -North Cheyenne WY 2005 Wednesday, May 07, 2014 Page 9 of 13 Mil Quantity ProjectMaterial ame.- . 30 40,866 Red Rocks Golf Course Morrison CO 2005 20 196.700 Centennial Golf Course Littleton CO 2004 30 388,227 Pradera Golf Course Parker CO 2004 30 680,000 Ketring Lake Littleton CO 2004 40 13,172 Niebur Broadmoor Water Feature Colorado Springs CO 2004 30 271,208 Green Valley Ranch Denver CO 2004 30 272,030 Vistancia Village Peoria AZ 2004 30 106,891 Box Elder Water Storage Hudson CO 2004 40 195,000 Fisher Canyon Reservoir Colorado Springs CO 2004 20 30,246 Ralston Business Park Boulder CO 2003 30 54,400 Colorado Springs Country Club Colorado Springs CO 2003 30 114,500 Catalina Hills Golf Club Tucson AZ 2003 30 460,600 Shelter Harbor Golf Course Westerly RI 2003 20 81,732 High Plains Country Club Parker . CO 2003 20 24,430 Cross Creek Aurora CO 2003 30 61,000 Neville's Crossing Evans CO 2003 40 8,400 Sandy Lane Lake REPAIR St. James - Barbed 2003 30 339,019 Maddox Reservoir Rehabilitation Bailey CO 2003 30 85,988 Seven Canyons Golf Course Sedona AZ 2002 20 264,040 Cobble Creek Golf Community Montrose CO 2002 30 442,080 Stonegate Village Parker CO 2002 40 23,100 Flintrock Holding Pond Modification Lakeway TX 2002 30 88.543 Sandy Lane Lake #16 Reline St. James - Barbed 2002 40 231,840 Brookhaven Senior Housing E. Moriches NY 2002 40 35,505 Main Street Station Phase 2 Breckenridge CO 2002 30 5,355 Ranch House Pool Improvements Littleton CO 2001 20 467,460 Vista Ridge Golf Club Erie CO 2001 30 205,690 Francescon Pond Sedalia CO 2000 30 222,187 Mann Reservoir Ken Karyl Ranch CO 2000 30 449,526 Homestead at Fox Hollow Lakewood CO 2000 30 32,039 Crowe Residence Cherry Hills Village CO 2000 Wednesday, May 07, 2014 Page 10 of 13 Mil Quantity ProjectMaterial 30 97,856 Floyd Wemimont Loveland CO 2000 30 134,046 Meadow Springs Ranch Improvements Carr CO 1999 30 119,700 Victoria Gardens Babylon NY 1999 30 23,090 Heritage at Eagle Bend Pond 2 Parker CO 1999 20 42,170 Murphy Creek Golf Course Aurora CO 1999 30 90,078 Harlingen Waterworks Systems Harlingen TX 1999 30 13,200 The Shores Pond Liner Replacement Denver CO 1999 20 30,300 DIA Remediation/West Glycol Ponds Denver CO 1999 20 16,000 Del Rio Country Club Modesto CA 1999 30 90,000 Lincoln Creek Flood Control Phase 2 ReMilwaukee WI 1999 30 172,900 Cesar Chavez Park Golf Course Phoenix AZ 1999 30 29,763 Miners Mesa Black Hawk CO 1999 30 73,125 Roaring Forks Golf Club Basalt CO 1998 20 415,800 Dove Valley Ranch Golf Course Cave Creek AZ 1997 PVC FG Total Square Ft 107,224 30 11,459 Richards Residence Longmont CO 2010 30 32,000 Wild Pointe Elizabeth CO 2008 30 63,765 Crary Horse McMurray Oasis Ranch Albuquerque NM 2003 PVC Textured Total Square Ft 370,000 30 270,000 Seaworld Interactive Park Orlando FL 1999 40 100,000 Shattuck Chemical Denver CO 1997 RPE Total Square Ft 508,480 45 8,290 CJ Bio America Fort Dodge IA 2013 36 62,743 Meadow Hills GC Aurora CO 2013 45 40,000 Pleasant Valley Pipeline Ft. Collins CO 2013 30 43,045 Wells Ranch 1 st Pond Lucerne CO 2013 45 9,110 BMT Acquisitions Carlsbad Tank Carlsbad NM 2012 45 18,237 All Things Green Castle Rock CO 2009 36 14,696 Carr Residence Woody Creek CO 2009 36 22,359 Marathon Pit 697-28C Parachute CO 2008 36 290,000 Willis Family Trust La Vets CO 2008 Wednesday, May 07, 2014 Page 11 of 13 Quantity Project.- . RPP Total Square Ft 4,622,382 45 93,854 Johnny G. Martinez Reservoir Tempe AZ 2013 45 47,160 TTCllmpoundment Pueblo CO 2012 60 145,800 DIA Glycol Pond 009 Cell 4 Denver CO 2011 36 51,000 Big Springs Pond Big Springs NE 2010 45 182,132 Highline Reservoir Colorado Springs CO 2010 45 73,428 Brown Sheep Company Mitchell NE 2010 45 29,769 Oak Creek WWTP Oak Creek CO 2010 60 209,000 Idalia WW Pond Idalia CO 2009 36 39,908 Bear Dance Golf Course Larkspur CO 2009 45 27,620 Fairplay WW Fairplay CO 2009 45 27,000 North LaVista Tank Pueblo CO 2009 45 45,000 MacMillian Residence Cherry Hills CO 2008 36 62,554 Kerzner Residence Edwards CO 2008 45 120,000 Envirotech 2008 La Salle CO 2008 60 234,000 DIA Glycol Ponds Denver CO 2008 36 1,000 Donlon Ranch Edwards CO 2008 36 39,908 Bear Dance GC Larkspur CO 2008 45 15,800 Platte Canyon WWTP Bailey CO 2008 45 30,000 Boles Augmentation Pond Eagle CO 2008 45 28,000 Ballyneal WW Pond Holyoke CO 2007 45 49,000 Mount Vernon WW Golden CO 2007 45 24,209 Summit County LF Dillon CO 2007 45 123,624 Lake Pueblo State Park Pueblo CO 2007 36 21,752 Gateway Park Pond Berthoud CO 2006 24 143,000 Gaillardia Tract Ponds Oklahoma City OK 2005 45 1,400,000 Franzen Reservoir Turner OR 2004 45 47,950 City of Broomfield WW Rec Facility Broomfield CO 2004 45 21,429 Black Hawk Reservoir & Cover Black Hawk CO 2003 36 16,695 Black Hawk Reservoir & Cover Black Hawk CO 2003 36 224,000 Shelter Harbor Goff Course Westerly RI 2003 Wednesday, May 07, 2014 Page 12 of 13 Mil Quantity ProjectMaterial 45 145,625 Flintrock Holding Pond Modification Lakeway TX 2002 36 27,131 Pepsi Pond Denver CO 2002 36 48,883 Clear Creek High School Liner Idaho Springs CO 2002 36 38,808 Kline Brothers Snowmass CO 2002 36 42,491 Sunshine of the Redlands Fruita CO 2001 36 31,248 Waterfall Business Park Loveland CO 2001 45 2,448 Mile High Stadium Water Feature Denver CO 2001 36 22,460 Cache Ranch Carbondale CO 2000 45 306,806 Lincoln Creek Flood Control Phase 2 ReMilwaukee WI 1999 45 18,900 Goose Lake Dam Boulder CO 1999 45 13,000 Parker Water & Sanitation WWTP Parker CO 1998 36 350,000 The Rim Club Payson AZ 1998 UPP Total Square Ft 150,000 40 150,000 Denver City Park Golf Course Denver CO 2001 XR-5 Total Square Ft 178,453 77,500 Encana Hunter Mesa Floating Cover Rifle CO 2012 40 41,104 TTCllmpoundment Pueblo CO 2012 40 2,800 Fairground Substation Brighton CO 2011 43,091 Minooka Lagoon Sylvan Grove KS 2010 2,263 Prairie Hawk Substation Castle Rock CO 2009 300 Parker Water & Sanitation Baffle Curtain Parker CO 2008 36 11,395 VA Medical Center Denver CO 1998 Wednesday, May 07, 2014 Page 13 of 13 Joshua Pitts tm 'mst8Mn&wvisor COLOW LINING r�Installation Qualifications IN T.ERNATI0NAL �/1062 Singing Hills Rd. Parker, CO 80138 - 800-524-8672 ,,,,��; Material Mil Quantity Project Name city State Year of Completion 30 PE Anti -Skid Total Square Ft 23,000 30 23,000 Fiore Pond Hwy 2 LLC Brighton CO 2013 Ecodur Spray Liner Total Square Ft 32,646 1,546 EOG Vernal Tank Vernal LIT 2013 Highline North Cell Colorado Springs CO 2013 10,000 AllChem Roof Coating Houston TX 2012 800 Castle Rock Stream Bed Castle Rock CO 2012 10,000 Rentech Tanks Commerce City CO 2012 2,500 Wildlife Sanctuary Keenesburg CO 2012 2,300 Shell Tanks Pinedale WY 2012 3,800 Canyon Creek Erie CO 2012 1,000 McWane Retaining Walls Ft. Worth TX 2012 700 Roxborough Clarifier Roxborough CO 2012 EPDM Total Square Ft 912,200 45 44,500 Eldorado Biofuels, LLC Jell NM 2012 45 4,450 Ponderosa Hill Lyons CO 2009 45 25,000 Flying Horse Colorado Springs CO 2007 45 326,750 Shores Kohanaiki Kaulua-Kona Hl 2007 45 321,500 Dexter Fish Hatchery Dexter NM 2007 45 190,000 Badger Creek Farms Ft Morgan CO 2004 Erosion Control Total Square Ft 153,000 153,000 Liberty National Golf Course Jersey City NJ 2005 GCL Total Square Ft 249,860 4,500 Bridger Killdeer GCL install Killdeer ND 2011 170,000 Broadacre Landfill Pueblo CO 2005 75,360 Valentine Area Solid Waste Pit Valentine NE 2005 GCL Bentoliner NSL Total Square Ft 58,125 Wednesday, May 07, 2014 Page 1 of 11 Material Mil Quantity Project 58,125 Marathon Pit 32C Parachute CO 2013 GCL Bentomat CL Total Square Ft 27,000 27,000 Rough & Ready Park Longmont CO 2005 GCL Bentomat DN Total Square Ft 1,909,350 2,250 Summit County LF Summit County CO 2012 43,500 Lifetime Fitness Centennial CO 2010 1,263,600 RMA Elf Cap Commerce City CO 2009 600,000 RMA Channels Commerce City CO 2009 GCL Bentomat ST Total Square Ft 357,750 114,750 Happy Jack Landfill Cheyenne WY 2010 243,000 River Point ACC Littleton CO 2008 Geocomposite Total Square Ft 3,906,120 6 32,625 Summit County LF Summit County CO 2012 8 500,000 Five Part Disposal Bennett CO 2010 1,263.600 RMA Elf Cap Commerce City CO 2009 600,000 RMA Channels Commerce City CO 2009 770 Fisher Canyon Reservoir Colorado Springs CO 2004 1,400,000 Franzen Reservoir Turner OR 2004 109,125 Tower Landfill Cover Commerce City CO 2004 Geocomposite Double Sided Total Square Ft 431,630 54,375 Sinclair Pond Reline Sinclair WY 2011 71,630 Encana Fresh Water Pit Liners Parachute CO 2011 157,500 DIA Glycol Pond 009 Cell 4 Denver CO 2011 6 8,550 Malmstrom AFB Malmstrom AFB MT 2010 6 19,575 Villas at the Harbor Phase II Graford TX 2010 120,000 Envirotech 2008 La Salle CO 2008 Geonet Total Square Ft 575,950 200 54,450 Leprino Foods Ft. Morgan CO 2014 200 54,450 Marathon Pit 32C Parachute CO 2013 200 52,200 Watco Sweetwater Yard Rock Springs WY 2011 280,000 Leprino Foods WWTP Greeley CO 2011 Wednesday, May 07, 2014 Page 2 of 11 Mil Quantity ProjectMaterial 200 133,650 Hays Pit 1 Parachute CO 2010 200 1,200 Dyno Nobel Lodan Trench Cheyenne WY 2010 Geotextile Total Square Ft 5,487,981 11,500 Newcastle Retention Basin Newcastle - WY 2014 22,500 Broadmoor GC Hole 1 West Course Colorado Springs CO 2014 8 1,000 Metro South Pond Brighton CO 2013 36,018 BNSF Dike Liner Replacement Denver CO 2013 8 90,000 Highline North Cell Colorado Springs CO 2013 8 6,000 Green Valley Ranch #12 Aurora CO 2013 8 12,500 Meadow Hills GC Aurora CO 2013 8 3,000 High Forest Ranch Colorado Springs CO 2013 8 13,500 Cherokee Ranch South Ditch Castle Rock CO 2013 12 222,000 Urad Mine Lower Woods Bypass Project Empire CO 2012 8 40,000 Dyno Nobel Reline Cheyenne WY 2012 8 28,100 Peakview Heights Centennial CO •2012 12 198,000 Jacoby Golf Course Laramie WY 2012 500 Green Valley Ranch GC Denver CO 2012 16 4,500 Summit County LF Summit County CO 2012 8 1,000 Shell Corral Gulch Rifle CO 2011 8 3,000 Dead Horse Ranch Ribera NM 2011 58,500 DIA Glycol Pond 009 Cell 4 Denver CO 2011 8 10,000 Chenequa Country Club Hartland WI 2010 8 60,516 Roddy Ranch Antioch CA 2010 8 35,000 Aspen Earthmoving Woody Creek CO 2010 12 104,000 Sapphire Energy Las Cruces NM 2010 8 13,500 Villas at the Harbor Graford TX 2010 8 22,500 All Things Green Castle Rock CO 2009 1,263,600 RMA Elf Cap Commerce City CO 2009 8 2,000 Campbell County LF Gillette WY 2009 8 120,000 Envirotech 2008 La Salle CO 2008 16 231,574 Spanish Oaks Bee Cave TX 2007 Wednesday, May 07, 2014 Page 3 of 11 Mil Quantity ProjectMaterial 8 100,000 Yearout Ranch Chama NM 2007 8 85,500 Show Low RS Golf Show Low AZ 2007 12 3,500 Fairfield Village at Clocktower Highlands Ranch CO 2007 8 10,500 Bishop's Lodge Santa Fe NM 2006 8 48,101 Liberty National Golf Course Jersey City NJ 2005 6 46,800 Red Rocks Country Club Morrison CO 2005 8 99,000 Arvada Ridge Arvada CO 2005 8 170,000 Broadacre Landfill Pueblo CO 2005 8 215,000 Two Shoes Ranch Carbondale CO 2005 8 4,500 Envirotech Greeley CO 2005 8 528,772 Tower Landfill Cover Commerce City CO 2004 162,000 Fisher Canyon Reservoir Colorado Springs CO 2004 24 1,400,000 Franzen Reservoir Turner OR 2004 HDPE Total Square Ft 5,344,799 60 1,400 Heartland Biogas Vault La Salle CO 2014 60 63,000 Leprino Foods Ft. Morgan CO 2014 80 58,050 Leprino Foods Ft. Morgan CO 2014 40 48,900 Boyd Pond Church Ditch Arvada CO 2013 60 62,100 Metro South'Pond Brighton CO 2013 40 195,750 TLC Redman Feedlot Callaway NE 2013 60 50,400 Marathon Pit 32C Parachute CO 2013 60 37,260 Dyno Nobel Reline Cheyenne WY 2012 40 57,615 Watco Sweetwater Yard Rock Springs WY 2011 60 62,100 Watco Sweetwater Yard Rock Springs WY 2011 60 25,200 Colorado Springs LF Colorado Springs CO 2011 80 285,000 Leprino Foods WWTP Greeley CO 2011 60 285,000 Leprino Foods WWTP Greeley CO 2011 100 15,300 Stillwater Mine Pond Nye MT 2010 40 274,050 Coyote Crossing Las Animas CO 2010 60 151,200 Hays Pit 1 Parachute CO 2010 60 37,800 Halter Winery Paso Robles CA 2010 Wednesday, May 07, 2014 Page 4 of 11 Mil Quantity ame.- Project:Material . 60 63,000 Fourmile Correctional Pond Canon City CO 2010 40 2,385 Dyno Nobel Lodan Trench Cheyenne WY 2010 40 115,000 Close Encounters Yates Gillette WY 2009 80 46,257 Point Comfort Holding Ponds Point Comfort TX 2008 40 1,785,000 Yuma Feedlot Yuma CO 2007 40 393,100 Betts Lake Parker CO 2007 60 38,000 Eagle County LF Wolcott CO 2007 40 140,000 Murphy Brown Nursery Ponds Eckley CO 2007 40 80,000 Lewis Palmer HS Monument CO 2007 60 88,454 Fort Garland WWTP Ft Garland CO 2006 60 12,600 Otero Landfill LaJunta CO 2006 40 137,025 Second Wind Dairy Johnstown CO 2006 40 63,000 Central Plains Wave Break Yuma CO 2005 60 52,800 Valentine Area Solid Waste Pit Valentine NE 2005 4,000 Wind River Mushrooms Shoshoni WY 2005 170,000 Broadacre Landfill Pueblo CO 2005 80 186,375 Beardstown Floating Cover Beardstown IL 2004 60 6,678 Seward Corrosion Control Plant Seward NE 2004 80 251,000 Excel - Dodge City Dodge City KS 2003 HDPE Textured Total Square Ft 1,901,085 60 1,263,600 RMA Elf Cap Commerce City CO 2009 60 35,000 Sinclair Refining Co Sinclair WY 2009 40 371,925 Great Western Ault Ault CO 2008 60 22,560 Valentine Area Solid Waste Pit Valentine NE 2005 60 208,000 Willow Pond Basalt Basalt CO 2005 HDPE Textured Double Sided Total Square Ft 1,237,228 60 9,787 Newcastle Retention Basin Newcastle WY 2014 60 58,500 Marathon Pit 32C Parachute CO 2013 60 23,230 Metro South Pond Brighton CO 2013 60 2,558 TLC Redman Feedlot Callaway NE 2013 60 26,650 High Forest Ranch Colorado Springs CO 2013 Wednesday, May 07, 2014 Page 5 of 11 h Mil Quantity ProjectMaterial 60 75,400 Summit County LF Summit County CO 2012 60 198,000 Pueblo of Santa Ana Santa Ana Pueblo NM 2011 60 70,200 Encana Fresh Water Pit Liners Parachute CO 2011 80 35,000 Climax Mine Climax CO 2011 60 538,214 Five Part Disposal Bennett CO 2010 60 117,000 Happy Jack Landfill Cheyenne WY 2010 40 82,689 Lifetime Fitness Centennial CO 2010 HDPE Textured Single Sided Total Square Ft 64,125 80 38,700 BNSF Dike Liner Replacement Denver CO 2013 60 12,825 BNSF Dike Liner Replacement Denver CO 2013 60 12,600 BNSF Globeville Temp Containment Denver CO 2013 Hypalon Total Square Ft 234,733 45 86,733 Highline North Cell Colorado Springs CO 2013 45 44,000 Sapphire Energy Las Cruces NM 2011 45 104,000 Sapphire Energy Las Cruces NM 2010 LLDPE Total Square Ft 970,588 36 13,788 Anadarko Fort Lupton CO 2012 60 226,800 Urad Mine Lower Woods Bypass Project Empire CO 2012 60 600,000 RMA Channels Commerce City CO 2009 40 117,400 David Lorenz Littleton CO 2006 60 12,600 RMA Lysimeter Pad Commerce City CO 2006 PVC Total Square Ft 9,571,123 30 14,000 Broadmoor GC Hole 1 West Course Colorado Springs CO 2014 30 12,195 Cherokee Ranch South Ditch Castle Rock CO 2013 30 6,274 Green Valley Ranch #12 Aurora CO 2013 30 17,000 Peakview Heights Centennial CO 2012 30 9,900 River Point Pad 11 Barrier Sheridan CO 2012 30 17,461 Green Valley Ranch GC Denver CO 2012 30 100,000 Jacoby Golf Course Laramie WY 2012 30 80,000 McWane Retaining Walls Ft. Worth TX 2012 30 63,150 Bohnen Feedlot Burlington CO 2011 Wednesday, May 07, 2014 Page 6 of 11 Material Mil Quantity Project Name city State Year of Completion 30 64,000 Sapphire Energy Las Cruces NM 2011 30 48,000 Ikea Store Centennial CO 2011 30 32,836 Rinard Residence Longmont CO 2010 30 218,000 Patty Jewett GC Colorado Springs CO 2010 30 190,000 J Bar J Landfill Ogallala NE 2010 30 14,502 Aspen Earthmoving Woody Creek CO 2010 20 80,000 Prairie Waters Tanks Aurora CO 2009 40 7,212 Carpenter Substation Carpenter SD 2009 20 25,000 Kroc Center Pool Omaha NE 2009 20 9,135 Rocky Mountain Metro Airport Broomfield CO 2009 40 5,000 Cheyenne Substation Cheyenne WY 2009 30 24,072 Stromo Mixing Pad Platteville CO 2009 30 70,000 Coal Creek Louisville CO 2008 30 414,000 Sandia Lakes Albuquerque NM 2008 30 243,000 River Point ACC Littleton CO 2008 30 231,574 Spanish Oaks Bee Cave TX 2007 30 950,000 Trilogy Johnson Farms Phoenix AZ 2007 20 15,000 Spring Creek Littleton CO 2007 20 33,187 Red River Ranch Weston CO 2007 30 42,000 Show Low RS Golf Show Low AZ 2007 30 180,000 Roxborough Lift Station Littleton CO 2007 40 4,500 Villages on Sonterra Phase li San Antonio TX 2007 30 5,200 Fairfield Village at Clocktower Highlands Ranch CO 2007 30 56,000 Cranberg Residence Greenwood Village CO 2006 30 177,086 Cherry Creek Lodge Young AZ 2006 30 308,000 Eaglewood GC Truckee CA 2006 30 645,106 Pawnee PVC Brush CO 2006 30 295,000 Saddle Ridge Eagle CO 2006 30 81,732 Aspen Golf Club Aspen CO 2006 30. 190,000 Columbine Country Club Denver CO 2006 30 79,877 Larry Mautz Pond Rifle CO 2006 Wednesday, May 07, 2014 Page 7 of 11 'Material Mil Quantity Project 20 48,000 Ravenna -Revisited Littleton CO 2006 30 18,000 Premier Green Longmont CO 2006 30 103,208 Hillsboro Ditch Liner Johnstown CO 2006 40 109,000 Stapleton Redevelopment Denver CO 2006 20 223,900 Ravenna Golf Course Littleton CO 2006 40 28,000 Harvest Junction Longmont CO 2006 30 85,000 Indian Creek Ranch Loveland CO 2006 40 175,500 Arvada Ridge Arvada CO 2005 30 26,500 Tubac Golf Course Tubac AZ 2005 20 486,766 Blackstone CC Aurora CO 2005 30 52,000 Ogden Country Club Ogden UT 2005 30 430,000 Two Shoes Ranch Carbondale CO 2005 20 468,000 Red Rocks Country Club Morrison CO 2005 30 22,390 Denver Seminary Englewood CO 2005 30 171,000 Campbell Residence Colorado Springs CO 2004 30 271,208 Green Valley Ranch Denver CO 2004 30 325,806 Flying Horse Ranch Colorado Springs CO 2004 30 150,000 Devil's Tower Golf Course Hulett WY 2004 30 34,000 Jackson Hole Golf & Tennis Jackson WY 2004 30 272,030 Vistancia Village Peoria AZ 2004 30 108,976 Great Rock (Box Elder) Hudson CO 2004 30 388,227 Pradera Golf Course Parker CO 2004 40 195,000 Fisher Canyon Reservoir Colorado Springs CO 2004 30 44,800 Gaillardia Commercial Pond Oklahoma City OK 2004 30 63,938 Northern Bay Golf Course Arkdale WI 2004 30 177.086 Gaillardia Golf Club Oklahoma City OK 2004 30 33,789 Rick Hunt Pond Elizabeth CO 2004 PVC FG Total Square Ft 99,000 30 25,000 Dead Horse Ranch Ribera NM 2011 30 50,000 Yearout Ranch Chama NM 2007 30 23,000 Yearout Ranch Chama NM 2006 Wednesday, May 07, 2014 Page 8 of 11 Mil Quantity ProjectMaterial ame.- . 30 1,000 Bishop's Lodge Santa Fe NM 2006 RPE Total Square Ft 668,986 30 43,045 Wells Ranch 1 st Pond Lucerne CO 2013 30 59,132 Wells Ranch Pond #2 Lucerne CO 2013 36 62,743 Meadow Hills GC Aurora CO 2013 36 3,900 Encana Tanks Highway 52 Weld County CO 2011 45 18,237 All Things Green Castle Rock CO 2009 36 14,696 Carr Residence Woody Creek CO 2009 45 9,595 Sinclair Sludge Drying Bed Sinclair WY 2009 36 6,000 Frontier Refinery North Pond Cheyenne WY 2009 24 37,143 Marathon Pit 697-1C Parachute CO 2008 36 35,509 Marathon Pit697-1C Parachute CO 2008 36 36,182 Conoco G-21 Parachute CO 2008 36 22,359 Marathon Pit 697-28C Parachute CO 2008 36 152,000 Evergreen Turf Eloy AZ 2007 36 126,000 Outlaw GC Alto NM 2007 24 42,445 Tubac Golf Course Tubac AZ 2005 RPP Total Square Ft 45 46,035 Niwot WW 45 8,100 Shell Concrete Disposal Pit 36 100,000 TU Recharge Pond 45 5,000 Shell Corral Gulch 60 145,800 DIA Glycol Pond 009 Cell 4 60 143,000 ECCV Northern Supply Project 45 182,132 Highline Reservoir 36 104,000 Villas at the Harbor Phase II 36 51,000 Big Springs Pond 36 119,999 Villas at the Harbor 45 60,516 Roddy Ranch 45 92,000 Chenequa Country Club 45 34,000 Ute Lake Ranch WWTP 5,317,641 Niwot CO 2014 Rifle CO 2012 Brighton CO 2011 Rifle CO 2011 Denver CO 2011 Brighton CO 2011 Colorado Springs CO 2010 Graford TX 2010 Big Springs NE 2010 Graford TX 2010 Antioch CA 2010 Hartland WI 2010 Logan NM 2010 Wednesday, May 07, 2014 Page 9 of 11 Mil Quantity ProjectMaterial 36 44,892 Malmstrom AFB Malmstrom AFB MT 2010 45 17,100 Campbell County LF Gillette WY 2009 45 5,220 Julesburg Fertilizer Containment Pond Julesburg CO 2009 60 234,000 DIA Glycol Ponds Denver CO 2008 45 30,054 Oak Hills CC Castroville TX 2008 45 28,000 North Metro Fire Broomfield CO 2008 45 120,000 Envirotech 2008 La Salle CO 2008 36 145,000 Vail Snowmaking Pond Vail CO 2007 36 214,000 WJ Ranch Aspen CO 2007 45 5,000 Exxon Mobil Baffle Rifle CO 2007 24 4,500 Engelke Pond Parker TX 2007 45 350,000 El Conquistador Estatesel p Fajardo PR 2007 36 145,000 Eldora Ski Pond Nederland CO 2007 45 68,057 Bennett WWTP Bennett CO 2007 36 135,000 Hodgeman Fishing Lake Jetmore KS 2007 36 2,700 Milner Landfill 06 Steamboat Springs CO 2006 45 538,290 Liberty National Golf Course Jersey City NJ 2005 36 69,500 Ponderosa Retreat & Conference Larkspur CO 2005 36 4,500 Envirotech Greeley CO 2005 45 253,000 Olathe WWTP Upgrade Olathe CO 2004 36 324,000 Arlee Sanitary Sewer Facilities Arlee MT 2004 36 43,060 Louisville WWTF Louisville CO 2004 45 1,400,000 Franzen Reservoir Turner OR 2004 24 25,186 Shoreline Golf Course Carter Lake IA 2004 45 20,000 Bellvue WWTP Bellvue CO 2004 UPP Total Square Ft 1,100 60 1,100 Pantex Ditch Liner Amarillo TX 2011 XR-5 Total Square Ft 170,845 40 96,000 Sinclair Pond Reline Sinclair WY 2011 40 2,800 Fairground Substation Brighton CO 2011 12,995 Cameco XR5 Douglas WY 2008 Wednesday, May 07, 2014 Page 10 of 11 ProjectMaterial Mil Quantity of • - 54,850 Tubac Goff Course Tubac AZ 2005 30 3,000 Elizabeth Substation Elizabeth CO 2005 1,200 Olathe WWTP Upgrade Olathe CO 2004 Wednesday, May 07, 2014 Page 11 of 11 Submittal Cover Sheet Submittal Number 1304.01-06) Connell's Base/Sub Base Materials Submittal and Description Project The District at Campus West Project Number 1304 Owner FL Collins Student Housing, LLC. Contact Email Address: Nellie Architect Humphreys & Partners Architects Montgomery NellieAhumohrevs.com Specification Section 2 Structural Engineer Integrity Structural Corporation Civil Engineer Northern Engineering Mechanical Engineer PVE,Inc. Subcontrator/Supplier Mr. Roland Tremble Connell Resources Inc. rtremble0connellresources.com Contractor Construction Enterprises, Inc. of Tennessee This review has been performed only to Examine and comment on the general conformance with the project requirements. this does not relieve the subcontractor supplier from any responsibility to provide these products and or installations in accordance with the project drawings and specifications. ONo Exceptions Taken ❑Exceptions Noted ❑ Revise and Resubmit ❑ Rejected Date: 2/28/2014 Return Submittals for Distribution by. 3/16/2014 CC: Steve Beins Construction Manager Steve Fisher Project Manager Terry Lott Jobsite Superintendent Ryan Hunten Humphreys 6 Partners Jennifer Smith -Pittman Humphreys d Partners PROJECT SUBMITTAL REVIEW ]Z' CamivihroAt . I= aa.v En~h evbr h tr W"aWmmmiw wM ae aa>° .W and Cmtrad Domv,enh MukM, o mmedsaMl ft Mmnaed asnMkp ue Cmmsbtram mmprenn WN lye nakd perm vd 0*nrM* o"CWS ft" ae,ehom cflCmtradar,e�rohergbbdM.Wn dhe 1w ted"Mm awdMNg and CmWlhq N pl=a OM �nmslmn,trapol hE P r,aceaaa+, btadaip d •ss .n Ab t Wng paasdaas aM of m C.. b AKL G tlb mmk h . We mmuor. n H b NaHnG , ,emery mPo"+h trvn De Pvnm, Mdiked. Gareel Contradm, e,d AuhdcBm NavtrW AWWry, aaskp� NMTHpr EN EEIU aERVI INC. Br 1A?Y_ Dam 03.05.1-4 IF COMMENTS: Please confirm that durability testing for 1'/rin. 'grey' rock is the same material in the photograph, and denoted as'Colorado Rose' in the sieve analysis. District at campus west Submittal # 32.14.13.19-2.03A Base and Sub base material Spec section: 32-14-13.19 Base and sub base material for detention basins This submittal has been reviewed by Roland Tremble at Connell Resources Inc. Thursday, February 27, 2014 Colorado At 61WOcal �Laaoratr3ctes.;inr-, Analyttcaf Results TASK NOi-100929039 Report To: Wayne Brantley gill To: Accounts Payable' Company: Pioneer Sand Co__ Inc. - Broomfield Company Pioneer Sand Co., inc. -Colo Sp qgs 11250 Dillon Rd P'O;,dbz 76p0 Woomreld CO 6002-0 Colorado Springs C6;64933 Task'No.: 100929039 QatW hii6WWd 3 29i1'0 ' Client PO: Date Reported! 10r7/i.0 Client Project: Ingleside 314 Inch Rock Sample Daterrime:'9129110 Lab Number: 1009290 Sieve Anitysis Screen Size9a Passing' - 1. 112 in Y00.0 ' ,I in _ � 100.0 ... 81.3 in 318in 17.0 4 44 _. _...._... _ a:e ahhirr�tvra4kuc_nntr AASNrO FmerncarFA�dOtcawS.aJaHro�,'airlTiursAwJa+C�ntlftrtra!s. �as,�f ar�rrc{nSer�er,�k�r''�r-�a%onr4�ats , , w�. ASA � Ats2+u;B� SUCnx� W:4,g�aipnfy .. , 67PRA Duna hWF � P.c3�saac)a Aicarti'enan Hina4o-drr �t Dii'iT� Imn Ptpa, .. '�-�. D�A 00"' EQ FOR RELEASE Sy, < ~ 1P3ge r of 34I1$aulh Main �tCO 806614J),M17` -Mailing Address: l'.0 Rtit 507 .J 116911441. ti11601.0501, Fax: 31ti ; eDt9?9C39 q*lblorado Analytical �1-r7borarprlRS, Inc Report To: Wayne Brantley Company: Pioneer Sand Co -Inc, - Broomfield 11250 Dilon Rd Broomfield CO 80020 Analytical Results TASK NO: 08062033 Bill To: Accounts Payable Company: f +oneer Sand Co . Inc. - Colo Spr95 P;Q Box 7650 Ca16401oSpnngs,C0 NOW Task No.: 08062033 Date Received: BQ01(18 Clientp0: Date Reported: VMS Client Projoct: Ingleside 1 112 in Colorado Sample Date/Time 620/DS Lab Number: '0. &2033A1 Rose Sieve Analysis Screen Sizo _ ` Prism P 1 ir2 in _ __._� . 100 0 3 y a a! 314 In t 2 In 1 ; 0.3 �318 In 0.2 44 0.2 _ d4dMyiAriOn4l R4lerariCe4' AtiSNlO = Ametfetn.Aasoo�nn ofSla�e kSriw'a�• Net re�n:,p1Y.a: tln Ciygeb ASTM-4.re4ftn Swaely 4®r res*v atfo lAatunab 4 ASA-Amemw, S=afycirAgrarwrcry VIPRA -Utade Imp Rao Reslamh Asmo,Aen Hatkga a1tr.g'.ptr r.'en'Nxi 6ATA'APFWAovr S Fba Aiak b sy ' 'Pagc't.of't _ .. 2-46 Smith Main titru-O I Brilghtoiii"CIL) 80601-Oril' .1 363-6.50-23ta ;Mailing Address: P.O. WIN 507 / 13riwlitrin, M k1161)1-0507 / Fax: 1349-231 March 31, 2012 Pioneer Sand Company, Inc P.O. Box 7650 Colorado Springs, Colorado 80933 Attention: Subject: Mr. Wayne Brantley Physical Properties Testing 1'A" Grey Rock, Ingleside Quarry Project No. CT15416.001 Dear Mr. Brantley: This report presents results of physical properties tests performed on material delivered to our laboratory on March 16, 2012. Representative samples delivered were identified as 1' %" grey rockfrom Ingleside Quarry. Testing was performed to determine the materials compliance with (ASTM) specifications. Testing was performed in general conformance with the applicable ASTM test method. A summary of test results is presented below and complete test results are presented in Attachment A. Summary Table 1%" Rock, Ingleside Quarry y ` Test Ingleside Quarry ASTM C 33 Specifications s� F Specifications (AASHTO M 80) —� AASHTO M 6 L.A. Abrasion, Grading 2 ASTM C 635 29°/u 50%max 45%max Based on the test results, the material tested meets the specifications for coarse aggregate. If you have any questions regarding this report, please call Respectfully submitted, C THOMPSON MATERIALS ENGINEERS, INC. Daniel L. Bartett Materials Lab Manager Review OwneM. Thomas-,F*E- 71 Division Manager / Associate DLB:DBT/dib Enclosures 1 copy emailed: waynetRoloneersand.bom 22 Upan Street Denver, Colorado 80223 1 Telephone: 303-825-0777 fax: 303-893 1568' NA Client: Sample: Date Submitted: PHYSICAL PROPERTIES OF AGGREGATES Pioneer Sand W.' Grey Rock, Ingleside Quarry March 15, 2012 Resistance to Degradation of Large -size Coarse Aggregate by Abrasion and Impact In the Los Angeles Machine (ASTM C 535) S D � Gadin ' Iiial,Wei'ht,fi Fan1 Weiht Per entnt �Loss _ 1%"Gy Rock, 2 10035.2 T114.4 28ma PROJECT NO. CT15410.001-400 Fig. A-1 No Text L W E d a LL J CO C N r\ N w X ppLL LO \/ D LO 1yy- U C a �� CD a n_ z � M a r O U Cl) a m LL LL _1 O LO N N N a LL J O M N 20 ro 0 U ca 12 w W rn ro ro Ab rCOLORADo LINING cE R N A T 10 N A L Installation Reports for Campus West rcuowo LINING n I N T E R N AT I O N A L A��i Daily Installation Report OA Date: Tuesday, May 27, 2014 Project: Campus West Pond #1 Owner: CSU Engineer: NIA Contractor: Connell Resources Installation Supervisor: 30 Mil PVC Materials: Josh Pitts Pre -Weld Tests Quantity Installed Weather Contract Labor Hours! Equipment Maintenance beforeHot & P.M. Rain Inspected use I talked to Jeff at 7:30 this morning and the pipes were Installed and Connell is going to start on the, backfill and Installation of the rest of the textile. Crew and I loaded up and headed back to location and once onsite, we installed the second and last panel. We spent the rest of the day glueing the top perimeter and working on all of the pipe penetrations and corners that needed to be welded. We had everything completed, minus 3. pipes on the ,North side of the pond and then it started to rain and, hail. There was too much moisture to continue with welding, so we packed everything up and headed back to Parker. We should only have a few hours of work_ ,in the morning and then Connell can do their pipe and rock Installation. rt;OLORADO LINING 1 - INTERNATIONAI Sub i?rade Acceptance Date:1� Project: Campus West Owner: Engineer: Contractor: _ Connell Resources I Installation Supervisor: Josh Pitts Material: 30 mil PVC Is surface acceptable for placement of geomembranes? Comments Date: Accepted By Representativ I cerfjfrthat I am a representative'with Personally respons we for the integrity Print NameTTitle: Yes,Z No e of Owner/Owner (sign atnre) ftthe authority to provide this acceptan d rao et if this is not a trio statement that I will be held of the inspection. Company; Witnessed By Representative of CLI PrintName/Title—.�c.,� % This. document only applies to the acceptability of the surface conditions for the installation of the geosynthetic products. Colorado Lining International (CLI) does not accept responsibility for anchor trench elevation or design, elevation points for construction, sub - grade compaction, moisture content of neither the sub -grade nor the surface maintenance during deployment. The structural integrity of the sub -grade and maintenance of these conditions.are the responsibility of the owner, engineer or contractor. Furthermore, any incidental damage to the liner or seams (e.g. groundwater`, gases, cover soil placement and sub -grade movement) during or after the installation is not covered by any warranty expressed or implied and the design, engineering and construction are the responsi the owner, engineer and/or contractor. bility of CORPORATE OFFICE 1062SingingHi05Road :PazkerColorado80138 800.5248672 303141.2022 Fait30384i5780 www.colomedoliningepm rt-:O omoLINING \INTERNATIONAL Daily Installation Report Date: Monday, June 09, 2014 Project: Campus West I Garage Entrance & Courtyard Owner: CSU Engineer: NIA Contractor: Connell Resources Installation Supervisor: Josh Pitts Materials: 30 Mil PVC Pre -Weld Tests Quantity. Installed ,. Weather 'Contract Labor EquipmentMai intenance ._ ._ ._ :® Comments: We arrived at the shop at 6:00 and loaded thepanels for the Garage Entrance and the East Courtyard and the equipment and headed to Fort Collins. The Garage. Entrance was ready first, so we pulled In the one panel and the crew started folding wrinkles and glueing the material around the top.'There was one section onthe North East side of the filter where a pipe was added and it is draining water from an upper sand filter In the parking garage and when the pipe was cut through the'foundation, it released a lot of Water onto the subgrade. Connell got a 2" pump and started dewatering while we continued With the top.' By lunch time we had 314 of the perimeter glued and after lunch we spilt up and started working on the pipe boots and patching the exterior cornersAVe had finished all of the boots and comers up to the muddy section and we then started dewatering and trying to fix the subgrade. I met with Roland around 3:30 as the pipe had a solid flow that didn't appear to stop and upon an Inspection, hafound that the upper sand filter still has water in It. We cut all of the wrapping off the pipe and allowed It to drain on top of the liner and and after an hour or so of draining hard, it had suppressed to a continual 'trickle. The East Courtyard is still being dug out, so I decided'to allow the subgrade to dry over night and we will return tomorrow and finish the 15' section, after It has had some time to dry. We cleaned up the trash and headed back to the shop. CLERNDo NING ATI INTERNATIONAL Dail Installation Report Daily p —r J Date: Wednesday, June 11, 2014 Project: Campus West Owner: CSIJ Engineer: N/A Contractor: Connell Resources Installation Supervisor: Josh Pitts. Materials: 30 Mil PVC Pre -Weld Tests Quantity Installed Weather 'i Contract Labor Hours;. Equipment Maintenance WArm & Sunny Inspected before use We arrived at 7:00 and continued with the patching and pipe boots in the -3rd filter. It only took us a few hours to weld the one corner and build the remaining three pipe boots and once we were finished, we air tested all of the repair work and fixed any defects. Once the liner was 100% we cleaned up all of the trash onsite and I had the filter signed off. rcmowO LINING \INTERNATION,AL Sub grade Acceptance Date Project: Campus West Owner: Engineer: Contractor: Connell Resources Installation Supervisor: Josh Pitts Material: 30 mil PVC Is surface acceptable for placement of geomerribranes? Yes No Comments v-� Date: em9-)V Accepted By Representative of Owner/Owner (signature) 1 certify that I am a representative with the authority to pro._ ide this acceptance and recognize that if this is not a true statement that 1 will be held personally responsible fort k e i 7 tegrity of the inspection. Print Name/Title: � - V . 1�'JP S. • �' ZJ7 Coral Witnt Print This document only applies to the acceptability of the surface conditions for the installation of the geosynthetic products. Colorado Lining International (CLI) does not accept responsibility for anchor trench- elevation or design, elevation points for construction, sub - grade compaction, moisture content of neither the sub -grade nor the surface maintenance during deployment. The structural integrity of the sub -grade and maintenance of these conditions are the responsibility of the owner, engineer or contractor., Furthermore,' any incidental damage to the liner or seams (e.g. groundwater, gases, cover soil placement and sub -grade movement) during or after the installation is not covered by any warranty expressed or implied and the design, engineering and construction are the responsibility of the owner, engineer and/or contractor. CORPORATE OFFICE 1062 Singing Hills Road Parker, Colorado 8013g 800 524 8672 303 8412022 Fax 303 8415780 www.eoloradolining.com Scam Number . Date of Test ;i Start Time Seam (Adjoining Panels) ILengti Test Type Results ,. Welding Tech (PasslFail) ! _ Number AC- Air Channel Test / AL- Air Lance Test / VB- vacuum'Box Test / ST- Spark Test Weider Welder Seam Number Date of Test ' Start Time 4djelning Panels) Seam Resul Length(Pass/Faits P Test Type tss/Fait) Welding Tech Welder Number AC- Air Channel Test / AL- Air Lance Test / VB. vacuum Box Test / ST- Spark Test Welder Welder Seam Number Date of Test Start Ttme. Seam l; Test Type I Results Welding Tech Welder Welder Welder (Adjoining Panels) Length (Pass/Fail) Number Speed . Temp. Air Channel Test / AL- Air Lance Test I VB- vacuum Box Test I ST- Spark Test 1 Seam Number ; Date of Test ,Start Time', Seam Test Type Results i' Welding Tech Welder Welder \d)olning Panels) , 1. Length , (PassIFalp Number , Speed Air Channel Test / AL- Air Lance Test / VB- vacuum Box Test / ST- Spark Test It NORTHERN ENGINEERING Temporary Certificate of Occupancy (TCO) Punch List Date: July 17, 2014 Project: The District at Campus West Fort Collins, Colorado 80521 Attn: Mr. Dan Mogen, El City of Fort Collins — Stormwater Utility 700 Wood Street Fort Collins, Colorado 80521 Re: Structure Permit No. Address Building 1 B1207468 1308 W. Plum St. Building 2 B1207469 1112 W. Plum St. Building 3 B1207470 1204 W. Plum St. Dear Dan: NE Project Nos.670-001/ 881-001 This memorandum serves to document the current state of the above referenced construction site relative to the items outlined on the Commercial, Multi -Family and Subdivision Certification Checklist, as published on the City of Fort Collins' website. While the site is very far along, there are certain checklist items that are not quite complete as of the date of this letter. As such, a punch list and surety bond will be provided at this time so as to allow. the release of a TCO for all three buildings as soon as possible, with Building 1 having the greatest degree of urgency. The following is a list of said site work and drainage related items to be complete in the upcoming weeks. Nil Landscape and Irrigation (including minor fine grading touch-up) Na Interlocking Concrete Pavers N3 Concrete Flatwork (private) N9 Miscellaneous Drainage Connections (downspout management, etc.) N9 Final Site Clean-up NA Site Certification (as -built survey and civil engineering review) Some of these items are currently underway, and all of them are expected to be 100% complete within the next month or so. However, TCOs will be needed while some of these items are still being wrapped -up. It is also preferred to conduct the final as -built field survey of the entire property one time only, after all site work, fine grading, courtyard pavers, etc. is complete. Therefore, appropriate funds will be bonded to the City to allow for TCOs prior to final site grading and drainage certification. 301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernengineering.com A C CONSTRUCTION ENTERPRISES, INC. 325 SEABOARD LANE SUITE 170 FRANKLIN, TN 37067 615-332-8880 FAX: 615-771-0818 The District at Campus West Work remaining to complete Ft. Collins, CO after 7/15/2014 Item Cost 1 Landscape/ Irrigation $ 125,000.00 2 Permeable Pavers $ 32,500.00 3 Private Flatwork $ 24,500.00 4 Site Drainage (connect downspouts/misc) $ 1,500.00 5 Final Site Clean Up $ 2,500.00 6 Site Certification $ 3,500.00 TOTAL IMPACT $ 189 500.00 1.5 TIMES THE IMPACT AMOUNT $ 284,250.00 2500 FLAT FEE TIMES 3 BUILDINGS $ 7,500.00 ESCROW AMOUNT $ 291,750.00_ J _ ___� I A ,DEVELOPER.: SURETY: a N Construdion,EAterDrismInc. Prifit6d Naixid J! Liberty Mutual Insurance Comt)anV -o�,` Pfio'tbd Ndine gy: AttoMipy4n-Fact (ittach'PowerTf -.kt'tb-m;ey-')' Christi Horn Attorney In Fact: i imm CUSTOMER NAME I , CUST,OMER ADDRESS N10i ^� MBER � p �� �USTOMER�PHONE DATE 325:Seaboard Lane. Suite_=170 Constructio_nEnterpiises,.lnc. Franklin, TN37067 615 332-8880. July 17; 2014 PERMI SUBDIVISION JOB'ADORESS PATNPE� GHECK q AMOUNT B1207468 T►ie Distriet;at Campus West 01207469; 130i3-W, Plum,.,t.i12 W.;Plum' Bond S291,750,00 ; B1207470 1.204 W." Plum FOR RECEIVED BY: ❑ Ero ion Control Escrow ❑ Ftood.Rlain Use Permit ® Grading Escrow 0 .Lease ar,lNater Rental Nancy Wiedeman .a " ti NORTHERN' ENGINEERING Memorandum Date: July 24, 2014 Project: The District at Campus West Building 2 — Parking Garage Fort Collins, Colorado 80521 NE Project Nos.670-001/ 881-001 Attn: Mr. Dan Mogen, El City of Fort Collins — Stormwater, Utility 700 Wood Street Fort Collins, Colorado 80521 Re: Structure Permit No. Address Parking Garage B1300691 1204 W. Plum St., Gar# Dear Dan: This memorandum serves to specifically address the structured parking garage component of Building 2 of The District at Campus West. A separate memo dated 07.17.14 addressed the status of the overall site drainage certification for the entire development. At that time, a surety bond in the amount of $291,750 was provided to the City of Fort Collins Stormwater Utility for unfinished grading and drainage improvements. In addition to covering the incomplete work items, the bond amount also covered soft costs for the overall site drainage certification: There is no additional work associated with the parking garage that is not already covered by the existing $291,750 bond. The only item not contained in the current surety being held by the City Stormwater Utility is the $2,500 flat rate covering the commercial lot grading of the individual parking garage permit itself. Therefore, any stormwater related holds currently in place on Permit No. B1300691 can be released once the additional $2,500 escrow check is received. The escrow will be held until the final drainage certification is received and accepted by the City. Please feel free to contact me if you have any questions. Sincerely, Nicholas W. Haws, PE, LEED AP cc: Nick Rosenbeck — Finfrock Nick Anderson — Residential Housing Development 301 N. Howes Street, Suite 100, Fort Collins, CO 80521 I 970.221.4158 I www.northernengineering.com it Poll, 11 rww 111111 Ina i 01 -1 f, AM ANIL AIM AIM .... . n- NO 17-71 O� ktz )fflfft yip