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HomeMy WebLinkAboutSWEETWATER BREWING - BEER GARDEN - FDP220003 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)PROJECT SITE N LEMAY AVEE LINCOLN AVE BUCKINGHAM ST JANUARY 2022 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH SWEETWATER BEER GARDEN PROJECT TEAM: SHEET INDEX LOT 1 & 2, FORT COLLINS BREWERY, BEING WITHIN THE NORTHEAST ONE-QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 01 C0.00 COVER SHEET 02 C0.01 GENERAL & CONSTRUCTION NOTES 03 C1.00 EXISTING CONDITIONS/DEMOLITION PLAN 04 C2.00 HORIZONTAL CONTROL & PAVING PLAN UTILITY SHEETS 05 C3.00 UTILITY PLAN 06 C3.01 STORM DRAIN 1 PLAN & PROFILE GRADING SHEETS 07 C4.00 GRADING PLAN 08 C4.01 RAIN GARDEN PLAN DETAIL SHEETS 09 C5.00 SITE DETAILS 10-11 C5.01-C5.02 DRAINAGE DETAILS DRAINAGE SHEETS 12 C6.00 EROSION CONTROL PLAN 13 C6.01 EROSION CONTROL DETAILS 14 C6.02 DRAINAGE EXHIBIT FINAL UTILITY PLANS FOR CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R APPROVED: City Engineer:Approved Sheets Date Water & Wastewater Utility Approved Sheets Date Stormwater Utility Approved Sheets Date Park Planning and Development Approved Sheets Date Traffic Operations Approved Sheets Date Environmental Planner Approved Sheets Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: Northern Engineering Project No. 103-033 Date: July 6, 2021 Project Datum: NAVD88 Benchmark #1 Fort Collins Benchmark R402: At the junction of 9th Street and Lincoln Avenue, in the east edge of the concrete footing for Highline Towner number 29, 156.8 ft North of the centerline of the avenue, 73.2 ft west of the centerline of the street, and 0.7 ft west of the east edge of the footing. Note--the footing is 96-inches in diameter, 26.5 feet deep and set into 9 feet of bedrock. Elevation: 4942.21 Benchmark #2 Fort Collins Benchmark 3-00: On a parapet wall at the northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St. Elevation: 4967.33 Please note this plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior city of Fort Collins datum) for their vertical datums. If NGVD29 Unadjusted Datum (prior city of Fort Collins datum) is required for any purpose. the following equation should be used: NGVD29 Unadjusted datum (prior city of Fort Collins datum) = NAVD88 - 3.18 PROJECT BENCHMARKS: FIELD SURVEY BY: Laube Engineering, LLC Geotechnical Exploration Report for Proposed Fort Collins Brewery and Mixed Use Building Fort Collins, Colorado Laube Engineering Project No. 422 Date: July 29, 2008 SUBSURFACE EXPLORATION BY: DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Tyler Siegmund (970) 416-2772 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 WASTEWATER--City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 STORMWATER-City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Tyler Siegmund (970) 416-2772 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 WASTEWATER--City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 STORMWATER-City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 Michael McBride MMLA Landscape + Planning 2339 Spruce Creek Drive Fort Collins, Colorado 80528 (970) 402-0438 Mike@McBrideLA.com Sweetwater Brewing Freddy Bensch 195 Ottley Dr Atlanta, GA 9083 (404) 754-9083 freddy.bensch@sweetwaterbrew.com Northern Engineering Services, Inc. Stephanie Thomas 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 568-5412 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER Northern Engineering Services, Inc. Matt Lockwood, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR E N G I N E E R N GI EHTRON R N E N G I N E E R N GI EHTRON R N DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 1/26/2022 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 COVER SHEET C0.00 01 3/01/2022 LOTS 1 & 2, SWEETWATER BREWERY, UD UD UD UD UD UD EEEEEEEE EEE E E E E E E E E E CTV CTV CTV CTV CTV ST ST ST ST ST ST ST CTVCTVCT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV EEEEEEEE E E E E E E E E E E E E E E E E XXXXXX A A B B TOP OF MEDIA: 4942.71 TOP OF WATER: 4943.54 BOTTOM OF SUBGRADE: 4940.21 100-YEAR EMERGENCY OVERFLOW 2' CURB CUT5.1%2.5%2' U-GUTTER PROPOSED 10" WALL SEE C5.01 AND C5.02 FOR DETAILS STORM DRAIN LINE 1 SEE SHEET C3.01 4.9%2.9%2.4%3.4 % 3.4 % 44.04 TOW 43.57FL43.542' CC44.04TOW44.04 TOW 4 4 . 0 4 T OW 44.04 TOW 44.04 44.04 TOW 44.04TOW4 4 . 0 4TOW43.606" TC43.542' CCCLEANOUT 1 INV. OUT=4940.42 (E) RIM=4943.54 N: 131893.06 E: 199717.02 35.62 LF 6" PERFORATED PVC @ 0.50% DRAIN BASIN 1 INV. IN=4940.24 (S) INV. IN=4940.24 (W) INV. OUT=4940.24 (N) RIM=4943.80 N: 131892.82 E: 199752.64 PROPOSED FOREBAY SEE C5.01 FOREBAY DETAIL FOREBAY FL:4943.00 TOP OF CURB:4943.50 BEGIN RAIN GARDEN CURB WALL SEE C5.01 AND C5.02 FOR DETAILS END RAIN GARDEN CURB WALL SEE C5.01 AND C5.02 FOR DETAILS 2.2% 6.9% 2.6%2.5%3.4 %2.5%44.04 TOW 43.54FL43.5043. 5 043.5043.004" DROP FROM U-GUTTER TO FOREBAY REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 18" BIO-RETENTION SAND MEDIA 6" PERFORATED HDPE UNDERDRAIN MIN. 8" GRAVEL LAYER MEETING CDOT #4 COARSE AGGREGATE SPECIFICATION. 4" PEA GRAVEL SEAT WALL SEE LANDSCAPE PLANS FOR DETAILS AND DESIGN 2' CURB CUT WQ WSEL = 4943.54 TOP OF MEDIA = 4942.71 RAIN GARDEN PVC LINER (TYPICAL ALL SIDES)RAIN GARDEN PVC LINER PROPOSED 10" WALL SEE SHEET C5.02 FOR DETAIL REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 18" BIO-RETENTION SAND MEDIA 6" PERFORATED HDPE UNDERDRAIN MIN. 8" GRAVEL LAYER MEETING CDOT #4 COARSE AGGREGATE SPECIFICATION. 4" PEA GRAVEL 2' U-GUTTER INV:4943.54 WQ WSEL = 4943.54 TOP OF MEDIA = 4942.71 RAIN GARDEN PVC LINER (TYPICAL ALL SIDES) PROPOSED 10" WALL SEE SHEET C5.02 FOR DETAIL PROPOSED 10" WALL SEE SHEET C5.02 FOR DETAIL RAIN GARDEN PVC LINER FOREBAY INV:4943.00 FOREBAY CURB INV:4943.50 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet055 5 10 15 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROJECT BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.SEE SHEET C5.01 FOR DETAILS AND SPECIFICATIONS ON BIORETENTION MEDIA. NOTES: 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE 33.43 EXISTING RIGHT OF WAY LEGEND: ST PROPOSED GRADE BREAK ABBREVIATIONS: INV = INVERT FL = FLOWLINE TC = TOP OF CURB CC = CURB CUT TOW = TOP OF WALL DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 1/26/2022 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 RAIN GARDEN PLAN C4.00 RAIN GARDEN SECTION A-A100 RAIN GARDEN SECTION B-B101 08 NOTES: 1.REFER TO THE BIORETENTION SAND MEDIA SPECIFICATIONS FOR MORE INFORMATION ON THE SOIL MIX. 2.BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL. 3/01/2022 Incorrect Sheet Numbering