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Home My WebLink AboutHOWES SIX TWO NINE - FDP210025 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2) SOUTH HOWES STREET SOUTH MASON STREET SOUTH COLLEGE AVENUECANY O N AVE N UE SOUTH LOOMIS AVENUE SOUTH HOWES STREET SOUTH MELDRUM STREETWEST LAUREL STREET EAST MULBERRY STREET Original Field Survery: Northern Engineering Project No. 1590-001 Date: January 2019 Additional Field Survey: Northern Engineering Project No. 1590-001 Date: March 2021 OCTOBER 2021 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH PROJECT DATUM: NAVD88 BENCHMARK 1-11 SOUTHEAST CORNER OF MULBERRY ST. AND LOOMIS AVE., AT THE NORTHEAST CORNER OF A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 5008.62 BENCHMARK 6-00 ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY ST. AND COLLEGE AVE. ELEVATION: 4993.85 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 - 3.17'. BASIS OF BEARINGS EAST LINE OF BLOCK 96, HARRISON'S ADDITION AS BEARING SOUTH 00 DEG 18 MIN 09 SEC WEST (ASSUMED) AND MONUMENTED AS SHOWN ON PLAT PROJECT BENCHMARKS: HOWES SIX TWO NINE PROJECT TEAM: Kristin Turner TB Group 444 Mountain Avenue Berthoud, Colorado 80513 (970) 532-5891 Carlson Land Development Blake Carlson 14570 Clay St Broomfield, CO 80023 (303)809-7930 Northern Engineering Services, Inc. Danny Weber, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER GEOTECHNICAL ENGINEER Soilogic Darrel DiCarlo, PE 3522 Draft Horse Ct Loveland, Colorado 80538 (970)535-6144 SHEET INDEX THE NORTH HALF OF LOT 2 AND THE SOUTH HALF OF LOT 3, BLOCK 96, HARRISON'S ADDITION, LOCATED IN THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FIELD SURVEY BY: Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR UTILITY PLANS FOR Soilogic Geotechnical Subsurface Exploration Report Proposed Townhome Development Fort Collins, CO Soilogic Project #19-1182 Date: April 30, 2019 SUBSURFACE EXPLORATION BY: 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----------------------------- ELECTRIC--------City of Fort Collins Light & Power--Austin Kreager (970) 224-6152 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink------------------------------- 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 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 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 CS1 COVER SHEET 1 City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE SheetHOWES SIX TWO NINEThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 15 PROJECT LOCATION 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. 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 of Fort Collins 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. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 4 HC1 HORIZONTAL CONTROL & PAVING PLAN UTILITY SHEETS 5 OU1 OVERALL UTILITY PLAN 6 ST1 STORM DRAIN LINE 1 AND 1-1 PLAN AND PROFILE GRADING SHEETS 7 OG1 OVERALL GRADING PLAN DETAIL SHEETS 8 D1 UTILITY DETAILS 9-10 D2-D3 DRAINAGE DETAILS 11 D4 SITE DETAILS DRAINAGE SHEETS 12 EC1 EROSION CONTROL PLAN 13 EC2 EROSION CONTROL DETAILS 14 HD1 HISTORIC DRAINAGE EXHIBIT 15 DR1 OVERALL DRAINAGE PLAN BUILDING ARCHITECT AU Workshop 405 Linden Street Fort Collins, Colorado 80524 (970) 430-5220 ST ST STSTSTG G G G EE E E E E E ET CS S C CC CCG CS VAULT ELEC C.O. C S EELEC BRKR CS W VAULT ELEC W G G D D D 6" SS6" SS6" SS6" SS6" SS6" W6" W6" W6" W6" W4" W4" W4" W4" W4" WSTSTST STW SS SS SS SS W W W SSV SSV SSV WSV WSV WSV F F EEE E E EE UD UD UD FDCG DRAINAGE BASIN 1-1 STA 10+69.08 N: 128022.49 E: 193662.28 CLEANOUT 1-2 STA 10+87.51 N: 128004.06 E: 193662.20 EX-STMH 1 STA 10+00.00 N: 128022.31 E: 193731.36 CLEANOUT 1-3 STA 10+98.33 N: 128002.23 E: 193651.54 69.08 LF 15" PVC @ 0.50% 6.05 LF 12" HDPE @ 0.50% 18.43 LF 15" HDPE @ 0.50% 10.82 LF 12" HDPE @ 0.50% STORM DRAIN LINE 1-1 SEE THIS SHEET- RIGHT SANITARY SERVICE LINE A SEE SHEET OU1 AREA INLET 1-4 STA 11+04.37 N: 128005.28 E: 193646.32 PROPOSED TRENCH DRAIN 90.95 LF 4" PERF. PVC @ 0.20% 4990 4995 5000 5005 5010 5015 4990 4995 5000 5005 5010 5015 9+7510+0011+0012+0012+25 5000.625000.405001.015000.005000.005000.0018.43 LF 15" HDPE @ 0.50%DRAINAGE BASIN 1-1STA 10+69.08RIM 5001.2±INV. IN 4998.10 (S)INV. IN 4997.86 (N)INV. OUT 4997.46 (E)CLEANOUT 1-2STA 10+87.51RIM 5001.0±INV. IN 4998.19 (W)INV. OUT 4998.19 (N)EX-STMH 1STA 10+00.00RIM 5001.7±INV. IN 4997.11 (W)INV. OUT 4995.55 (S)INV. OUT 4995.55 (N)CLEANOUT 1-3STA 10+98.33RIM 5000.8±INV. IN 4998.24 (NW)INV. OUT 4998.24 (E)EXISTING 4" CIP WATER STA.=10+25.10 TOP=4995.10 EXISTING 6" VCP SANITARY STA.=10+10.10 INV.=4995.174" PVC SANITARY STA.=10+77.75 INV.=4996.33 EXISTING GROUND 15" RISER PIPE + 15" NYLOPLAST DOME INLET 100-YR. HGL 18" 18" 10.82 LF 12" HDPE @ 0.50% 6.05 LF 12" HDPE @ 0.50%AREA INLET 1-4STA 11+04.37RIM 5000.8±INV. IN 4998.27 (W)INV. OUT 4998.27 (SE)69.08 LF 15" HP STORM PIPE @ 0.50% RIM ELEV 5000.83' 90.95 LF 4" PERF. PVC @ 0.20% PROPOSED GROUND UNDER ROADWAY FLOW FILL FROM SPRINGLINE TO PAVEMENT 4990 4995 5000 5005 5010 5015 4990 4995 5000 5005 5010 5015 9+7510+0011+00 5001.155001.5721.14 LF 8" HDPE @ 0.40%AREA INLET 1-1.2STA 10+34.40RIM 5001.0±INV. OUT 4998.10 (S)AREA INLET 1-1.1STA 10+21.14RIM 5001.1±INV. IN 4998.05 (N)INV. OUT 4997.95 (S)13.25 LF 8" HDPE @ 0.40%DRAINAGE BASIN 1-1STA 10+69.08RIM 5001.2±INV. IN 4998.10 (S)INV. IN 4997.86 (N)INV. OUT 4997.46 (E)EXISTING GROUND PROPOSED GROUND 100-YR. HGL STSTGGGEEEEESCCCCGCCVAULTELECC.O.CSEELECBRKRGGD6" SS6" SS6" SS6" SS6" SS6" SS4" W4" W4" W4" W4" W4" WSTSTWSSSSSSVSSVSSVWSVWSVFFEE EUDUDUDFDCGAREA INLET 1-1.2 STA 10+34.40 N: 128056.89 E: 193662.43 AREA INLET 1-1.1 STA 10+21.14 N: 128043.63 E: 193662.37 21.14 LF 8" HDPE @ 0.40% 13.25 LF 8" HDPE @ 0.40% DRAINAGE BASIN 1-1 STA 10+69.08 N: 128022.49 E: 193662.28 STORM DRAIN LINE 1 SEE THIS SHEET- LEFT SANITARY SERVICE LINE A SEE SHEET OU1 90.95 LF 4" PERF. PVC @ 0.20% SheetHOWES SIX TWO NINEThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 15 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 ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: STORM DRAIN LINE 1 PROFILE SCALE: STORM DRAIN LINE 1-1 ST1 PLAN AND PROFILE STORM DRAIN LINE 1 AND 1-1 6 NORTH NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 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 ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES UNLESS OTHERWISE SPECIFIED. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.WHERE UNDER ROADWAY, STORM PIPE TRENCH TO BE FLOW-FILLED FROM PIPE SPRINGLINE TO PAVEMENT DURING BACKFILL/PAVEMENT REPLACEMENT. PROPOSED RIGHT OF WAY PROPOSED TRENCH DRAIN SheetHOWES SIX TWO NINEThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 15 100 WATER MAIN TRENCH BEDDING 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 D1 UTILITY DETAILS 8 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 FLOWFLOW FLOW PIPE SPRINGLINE℄ SADDLE℄ S A D D L E PIPE CROWN 45°45° ℄ STAINLESS STEEL CLAMPS 90° PVC SADDLE PVC PIPE ADAPTER, USE 'FERNO COUPLING 445-401' OR APPROVED EQUAL TO SEAL SADDLE INSTALLATION LIMITS TAPPING SADDLE SERVICE INSTALLATION 101 1-1/2" AND 2" WATER METER INTERIOR 102 1-1/2" AND 2" WATER METER EXTERIOR 103 WATER SERVICE INSTALLATION 104 SANITARY SEWER TRENCH BEDDING 105 TAPPING SADDLE DETAIL 106 VALVE BLOCKING