Loading...
HomeMy WebLinkAboutSIT AND STAY DOG BAR - FDP230005 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom PROJECT LOCATION REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof VICINITY MAP SCALE: 1"=500' GENERAL NOTES: 1.ALL CONSTRUCTION WORK TO BE ACCEPTED BY THE TOWN SHALL CONFORM TO THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS AND DESIGN STANDARDS. 2.ALL OVER LOT GRADING IN THE RIGHT-OF-WAY OR EASEMENT SHALL BE COMPLETED PRIOR TO INSTALLING POTABLE WATER, SANITARY SEWER, OR NON-POTABLE IRRIGATION LINES. 3.CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CALL UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987OR DIAL 811 FOR UTILITY LOCATES 48 HOURS PRIOR TO ANY EXCAVATION WORK. 4.UNLESS OTHERWISE NOTED IN THESE PLANS, MAINTAIN A MINIMUM OF TEN (10) FEET HORIZONTAL CLEAR DISTANCE SEPARATION BETWEEN POTABLE WATER MAINS/SERVICES AND SANITARY SEWER OR NON-POTABLE IRRIGATION MAINS/SERVICES. POTABLE WATER MAINS/SERVICES ARE TO BE LOCATED AT LEAST 18-INCHES MINIMUM ABOVE THE SANITARY SEWER OR NON-POTABLE IRRIGATION MAINS/SERVICES. IF FIELD CONDITIONS VARY FROM THOSE SHOWN ON THESE PLANS AND THE SANITARY SEWER OR NON-POTABLE MAINS/SERVICES CANNOT BE LOCATED BELOW THE WATER MAIN OR SERVICE, A CLEAR VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BELOW CANNOT BE MAINTAINED, OR A MINIMUM TEN (10) FOOT HORIZONTAL SEPARATION CANNOT BE ACHIEVED, THE TOWN SHALL BE CONTACTED IMMEDIATELY TO REVIEW THE SITUATION. 5.IN ALL INSTANCES WHERE A WATER LINE LOWERING, POTABLE OR NON-POTABLE, IS REQUIRED DUE TO UNFORSEEN FIELD CONDITIONS, A DETAILED DRAWING SHALL BE PROVIDED TO THE TOWN FOR ACCEPTANCE PRIOR TO CONSTRUCTION. 6.WHERE POTABLE WATER, SANITARY SEWER, AND NON-POTABLE IRRIGATION LINES ARE LOCATED IN COMMON UTILITY EASEMENT AREAS, THERE SHALL BE NO OTHER UTILITIES LOCATED HORIZONTALLY WITHIN TEN (10) FEET OFANY LINE EXCEPT AT APPROVED CROSSINGS. 7.CONTRACTOR SHALL NOTIFY THE TOWN ONE (1) WEEK PRIOR TO COMMENCING WORK AFTER TOWN ACCEPTED CONSTRUCTION DRAWINGS HAVE BEEN DISTRIBUTED AND A PRECONSTRUCTION MEETING HAS BEEN HELD WITH THE TOWN. 8.CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE CROSSED BY POTABLE WATER, SANITARY SEWER, OR NON-POTABLE IRRIGATION LINES AT LEAST 24 HOURS PRIOR TO CONSTRUCTION TO ENSURE REQUIRED CLEARANCE CLEARANCE FOR OPEN CUT CROSSINGS AND 36” MINIMUM CLEARANCE FOR BORED CROSSINGS. HORIZONTAL AND VERTICAL LOCATION OF CROSSED EXISTING UTILITIES SHALL BE RECORDED ON THE AS-CONSTRUCTED RECORD DRAWINGS. 9.SHOULD ANY VARIATIONS BEFORE OR DURING CONSTRUCTION TO THE POTABLE WATER DISTRIBUTION, SANITARY SEWER COLLECTION, OR NON-POTABLE IRRIGATION SYSTEM DESIGNS BE CONSIDERED, NOTICE MUST FIRST BE GIVEN TO THE TOWN TO DETERMINE IF IT NEEDS ACCEPTANCE BY THE TOWN. IF SO, A NEW PLAN SHALL BE DRAWN AND SUBMITTED TO THE TOWN FOR ACCEPTANCE BY THE DESIGN ENGINEER 72 HOURS PRIOR TO CONSTRUCTION. 10.FINAL CONSTRUCTION PLANS ARE VALID FOR CONSTRUCTION ONE (1) YEAR FROM THE DATE OF TOWN SIGNATURE ACCEPTANCE. 11.ALL POTABLE WATER MAINS, SERVICES, AND HYDRANT LINES SHALL HAVE A MINIMUM COVER OF FIVE (5) FEET AND A MAXIMUM COVER OF SIX (6) FEET UNLESS OTHERWISE INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS. 12.ALL NON-POTABLE WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF THREE AND A HALF (3.5) FEET AND A MAXIMUM COVER OF SIX (6) FEET UNLESS OTHERWISE INDICATED ON THE ACCEPTED CONSTRUCTION DRAWINGS. 13.ALL NEW WATER MAINS SHALL BE BULKHEADED AND TESTED AND APPROVED PRIOR TO CONNECTION TO THE EXISTING WATER SYSTEM. VALVES WHICH ARE PRESSURE TESTED BY THE CONTRACTOR IN THE PRESENCE OF THE TOWN INSPECTOR PRIOR TO CONSTRUCTION MAY BE USED AS A BULKHEAD. 14.VERIFICATION SURVEY - TOP OF PIPE ELEVATIONS AT ALL POTABLE AND NON-POTABLE WATER LINE VALVES, AND SANITARY SEWER MANHOLE INVERTS SHALL BE SURVEYED AND PROVIDED TO THE TOWN BY THE DESIGN ENGINEER FOR SUBMITTAL TO AND ACCEPTANCE BY THE TOWN PRIOR TO PAVING CONSTRUCTION. THE VERIFICATION SURVEY SHALL ALSO PROVIDE SEWER PIPE SLOPES AND LENGTH AND PROPOSED FINISHED GROUND ELEVATIONS AT ALL VALVE BOXES AND MANHOLE RIM ELEVATIONS. 15.ALL UTILITY CONDUIT CROSSINGS OF POTABLE WATER, SANITARY SEWER AND NON-POTABLE IRRIGATION LINES SHALL BE ENCASED IN HIGH DENSITY POLYETHYLENE (HDPE) PIPE, WITH A MINIMUM STANDARD DIMENSION RATIO (SDR) 11 ACROSS THE ENTIRE EASEMENT OR RIGHT-OF-WAY WIDTH. THE ENCASEMENT JOINT SHALL BE BUTT FUSED. FLEXIBLE JOINTS ARE NOT ALLOWED. 16.WET TAPS SHALL BE DRILLED BY THE TOWN FOR A FEE. CALL 970-350-9810 AT LEAST 48 HOURS IN ADVANCE TO PAY FEES AND SCHEDULE TAP. 17.THE CONTRACTOR SHALL RESTRICT WORKING HOURS TO BETWEEN 7:00 AM AND 6:00 PM ON NORMAL CITY OF FORT COLLINS BUSINESS DAYS UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE TOWN. 18.CONTRACTOR WILL BE REQUIRED TO SWEEP OR VACUUM ANY VISIBLE SEDIMENT THAT IS TRACKED ONTO TOWN STREETS. 19.ECO-PANS WILL BE REQUIRED TO BE USED FOR CONCRETE WASHOUTS DUE TO SITE CONSTRAINTS. LOT 3, COUNTRY CLUB CORNERS SIXTH FILING SITUATED IN THE NORTHWEST QUARTER OF SECTION 1 OF TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FEBRUARY, 2023 SIT AND STAY DOG BAR UTILITY PLANS FOR 1COVER SHEETSHEET INDEX LEGEND: EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING POWER PROJECT BOUNDARY EXISTING ROAD CENTERLINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING SIGN EXISTING IRRIGATION EXISTING CURB AND GUTTER EXISTING LIGHT POLE EXISTING GAS LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED WATERLINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED FENCE C1.0 UNSUBMITTED DRAFT/NOT FOR CONSTRUCTION CITY OF FORT COLLINS GENERAL NOTES ’ “” – 2 C1.1NOTES REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof ’ ’ ’ ’ “” TREE PROTECTION NOTES 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 3 C1.2NOTES REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof EROSION CONTROL NOTES: ’ “” ’ ’ ’ “” LOT 3 COUNTRY CLUB CORNERS 6TH FILING 110,722 SF LOT 2 COUNTRY CLUB CORNERS 6TH FILING 47,546 SF LOT 1 COUNTRY CLUB CORNERS 6TH FILING 47,579 SF LOT 2 COUNTRY CLUB CORNERS 5TH FILING REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof4EXISTING CONDITIONSLEGEND: EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING POWER PROJECT BOUNDARY EXISTING ROAD CENTERLINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING SIGN EXISTING IRRIGATION EXISTING CURB AND GUTTER EXISTING LIGHT POLE EXISTING GAS LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR C2.0 EXISTING STORM INLET EXISTING MONUMENT EXISTING ELECTRIC VAULT EXISTING WATER VALVE EXISTING MINOR CONTOUR LOT 3 COUNTRY CLUB CORNERS 6TH FILING 110,722 SF LOT 2 COUNTRY CLUB CORNERS 6TH FILING 47,546 SF LOT 1 COUNTRY CLUB CORNERS 6TH FILING 47,579 SF LOT 2 COUNTRY CLUB CORNERS 5TH FILING PRIVATE PARKING LOT REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof SILT FENCE ORANGE CONSTRUCTION FENCE SLOPE DRAIN VEHICLE TRACKING CONTROL WATTLES STABILIZED STORAGE AREA SEEDING & MULCHING LIMIT OF DISTURBANCE EROSION CONTROL LEGEND SLOPE DIRECTION WHEEL ROLLED BERM INLET PROTECTION SEDIMENT BASIN EROSION CONTROL BLANKET STOCKPILE 5EROSION CONTROL PLANS - PHASE 1C3.0 ROCK SOCK CONCRETE WASHOUT AREA LOT 3 COUNTRY CLUB CORNERS 6TH FILING 110,722 SF LOT 2 COUNTRY CLUB CORNERS 6TH FILING 47,546 SF LOT 1 COUNTRY CLUB CORNERS 6TH FILING 47,579 SF LOT 2 COUNTRY CLUB CORNERS 5TH FILING PRIVATE PARKING LOT REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof6EROSION CONTROL PLANS - PHASE 2C3.1 SILT FENCE ORANGE CONSTRUCTION FENCE SLOPE DRAIN VEHICLE TRACKING CONTROL WATTLES STABILIZED STORAGE AREA SEEDING & MULCHING LIMIT OF DISTURBANCE EROSION CONTROL LEGEND SLOPE DIRECTION WHEEL ROLLED BERM INLET PROTECTION SEDIMENT BASIN EROSION CONTROL BLANKET STOCKPILE ROCK SOCK CONCRETE WASHOUT AREA REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof7EROSION CONTROL PLANS - PHASE 3C3.2 SILT FENCE ORANGE CONSTRUCTION FENCE SLOPE DRAIN VEHICLE TRACKING CONTROL WATTLES STABILIZED STORAGE AREA SEEDING & MULCHING LIMIT OF DISTURBANCE EROSION CONTROL LEGEND SLOPE DIRECTION WHEEL ROLLED BERM INLET PROTECTION SEDIMENT BASIN EROSION CONTROL BLANKET STOCKPILE ROCK SOCK CONCRETE WASHOUT AREA LOT 3 COUNTRY CLUB CORNERS 6TH FILING 110,722 SF LOT 2 COUNTRY CLUB CORNERS 6TH FILING 47,546 SF LOT 1 COUNTRY CLUB CORNERS 6TH FILING 47,579 SF LOT 2 COUNTRY CLUB CORNERS 5TH FILING PRIVATE PARKING LOT EXISTING BUILDING REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof8SITE PLANC4.0 LEGEND: EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING POWER PROJECT BOUNDARY EXISTING ROAD CENTERLINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING SIGN EXISTING IRRIGATION EXISTING CURB AND GUTTER EXISTING LIGHT POLE EXISTING GAS LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED WATERLINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED FENCE PROPOSED CURB AND GUTTER ADA RAMP LOT 3 COUNTRY CLUB CORNERS 6TH FILING 110,722 SF COUNTRY CLUB CORNERS 6TH FILING 47,546 SF LOT 1 COUNTRY CLUB CORNERS 6TH FILING 47,579 SF LOT 2 COUNTRY CLUB CORNERS 5TH FILING PRIVATE PARKING LOT EXISTING BUILDING REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof9HORIZONTAL CONTROL PLANC4.1 CURVE TABLE LINE TABLE LINE TABLE CURVE TABLE REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof10HORIZONTAL CONTROL TABLESC4.2 LOT 3 COUNTRY CLUB CORNERS 6TH FILING 110,722 SF LOT 2 COUNTRY CLUB CORNERS 6TH FILING 47,546 SF LOT 1 COUNTRY CLUB CORNERS 6TH FILING 47,579 SF LOT 2 COUNTRY CLUB CORNERS 5TH FILING PRIVATE PARKING LOT EXISTING BUILDING REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof11PAVING PLANC4.3 LEGEND: HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT CONCRETE PAVEMENT SYNTHETIC-TURF 18" INFALL CURB AND GUTTER 30" INFALL CURB AND GUTTER 18" OUTFALL CURB AND GUTTER BARRIER CURB CURB TRANSITION MONOLITHIC CURB/PAVING CUSTOM RAMP 1 CUSTOM RAMP 2 ADA PARKING RAMP FLARED DIRECTIONAL RAMP HALF DIRECTIONAL RAMP NOTES: 1.ALL PAVEMENT SECTIONS ARE PRELIMINARY. FINAL PAVEMENT WILL BE USED PER FINAL GEOTECHNICAL REPORT. 2.ALL RAMPS TO BE CONSTRUCTED PER DETAILS INCLUDING CURB HEIGHT TRANSITIONS. CONTRACTOR SHALL NOT CONSTRUCT A RAMP WITHOUT AN APPROVED DETAIL. 3.ALL PATCHWORK OF PAVEMENT ALONG EXISTING ROADS TO BE HEAVY DUTY. 4.PARKING AREA/TRASH AREA PORTLAND CEMENT CONCRETE TO BE HEAVY DUTY LOT 3 COUNTRY CLUB CORNERS 6TH FILING 110,722 SF LOT 2 COUNTRY CLUB CORNERS 6TH FILING 47,546 SF LOT 1 COUNTRY CLUB CORNERS 6TH FILING 47,579 SF LOT 2 COUNTRY CLUB CORNERS 5TH FILING PRIVATE PARKING LOT PROPOSED PARKING LOT SEE BLOWUP DETAIL 01 SHEET 14 SEE BLOWUP DETAIL 06 SHEET 14 SEE BLOWUP DETAIL 07 SHEET 14 SEE BLOWUP DETAIL 05 SHEET 14 SEE BLOWUP DETAIL 04 SHEET 14 SEE BLOWUP DETAIL 03 SHEET 14 SEE BLOWUP DETAIL 02 SHEET 14 DROP, BOULDER STEP PER LANDSCAPE REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof12GRADING PLANLEGEND: EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING POWER PROJECT BOUNDARY EXISTING ROAD CENTERLINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING SIGN EXISTING IRRIGATION EXISTING CURB AND GUTTER EXISTING LIGHT POLE EXISTING GAS LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED WATERLINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED FENCE DRAINAGE ARROW C5.0 PROPOSED VERTICAL CURB REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof13GRADING PLAN DETAILLEGEND: EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING POWER PROJECT BOUNDARY EXISTING ROAD CENTERLINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING SIGN EXISTING IRRIGATION EXISTING CURB AND GUTTER EXISTING LIGHT POLE EXISTING GAS LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED WATERLINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED FENCE DRAINAGE ARROW C5.1 BLOWUP DETAIL 01 SCALE: 1" = 10' BLOWUP DETAIL 02 SCALE: 1" = 10' BLOWUP DETAIL 03 SCALE: 1" = 10' BLOWUP DETAIL 04 SCALE: 1" = 10' BLOWUP DETAIL 05 SCALE: 1" = 10' BLOWUP DETAIL 06 SCALE: 1" = 10' BLOWUP DETAIL 07 SCALE: 1" = 10' REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof14SUBGRADE PLANLEGEND: EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING POWER PROJECT BOUNDARY EXISTING ROAD CENTERLINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING SIGN EXISTING IRRIGATION EXISTING CURB AND GUTTER EXISTING LIGHT POLE EXISTING GAS LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED WATERLINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED FENCE DRAINAGE ARROW C5.2 LOT 3 COUNTRY CLUB CORNERS 6TH FILING 110,722 SF LOT 1 COUNTRY CLUB CORNERS 6TH FILING 47,579 SF PRIVATE PARKING LOT LOT 2 COUNTRY CLUB CORNERS 5TH FILING GS LOT 2 COUNTRY CLUB CORNERS 6TH FILING 47,546 SF REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof14UTILITY PLANLEGEND: EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING POWER PROJECT BOUNDARY EXISTING ROAD CENTERLINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING IRRIGATION EXISTING LIGHT POLE EXISTING GAS LINE PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED SEWER LINE PROPOSED WATER LINE C6.0 G S REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof15UTILITY PLANLEGEND: EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING POWER PROJECT BOUNDARY EXISTING ROAD CENTERLINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING IRRIGATION EXISTING LIGHT POLE EXISTING GAS LINE PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED SEWER LINE PROPOSED WATER LINE C6.1 STRM 1.0 (9+50 - 11+00) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+50 10+00 11+009+50 10+00 11+00CXN-1.0RIM= 4978.60W INV. IN= 4973.99N INV. IN= 4973.69S INV. OUT= 4973.6983.25 LF 10" HP/PVC @ 0.32%SW INV. IN= 4974.25E INV. OUT= 4974.25NE INV. OUT= 4974.287.93 LF 8" HDPE @ 0.32%OUT-1.0RIM= 4980.44BND-1.0RIM= 4980.41APPROXIMATE ELEV. 4791.68 SANITARY SEWER CROSSING APPROXIMATE ELEV. 4791.68 GAS CROSSING GS36" NYLOPLAST JUNCTION BND-1.0 45° BEND W/ CLEANOUT DIRECTED DOWNSTREAM STA: 10+83.25 RIM 4980.41 N: 1464597.063 E: 3118355.038 CXN-1.0 8" INSERTA TEE TO EXISTING STORM SEWER STA: 10+00 RIM 4978.60 N: 1464596.407 E: 3118438.288 OUT-1.0 ADS OUTLET STRUCTURE STA: 10+91.18 RIM 4980.44 N: 1464591.500 E: 3118349.387 GSDS 2.1 CONNECT TO ROOF LEADER STA: 10+33.49 RIM 4980.52 N: 1464631.318 E: 3118353.616 BND-2.3 45° BEND W/ CLEANOUT STA: 10+24.12 RIM 4980.58 N: 1464622.510 E: 3118350.410 BND-2.2 45° BEND W/ CLEANOUT STA: 9+73.22 RIM 4980.85 N: 1464601.001 E: 3118304.283 BND-2.1 22.5° BEND W/ CLEANOUT STA: 9+68.35 RIM 4980.85 N: 1464602.816 E: 3118299.762 BND-6.01 6"X8" WYE W/ CLEANOUT STA: 9+65 RIM 4980.83 N: 1464605.201 E: 3118297.410 STRM 2.0 (9+50 - 11+00) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+50 10+00 11+009+50 10+00 11+00S INV. OUT= 4978.95DS 2.1RIM= 4980.52N INV. IN= 4978.82SW INV. OUT= 4978.82BND-2.2RIM= 4980.85BND-2.1RIM= 4980.85BND-2.3RIM= 4980.58BND-6.01RIM= 4980.83E INV. IN= 4977.80SE INV. IN= 4977.97W INV. OUT= 4977.80E INV. IN= 4978.02NW INV. OUT= 4978.02NE INV. IN= 4978.09W INV. OUT= 4978.094.87 LF 6" HDPE @ 1.43% 3.35 LF 6" HDPE @ 1.43%50.90 LF 6" HDPE @ 1.43% 9.37 LF 6" HDPE @ 1.43%REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof15STORM SEWER LINE 1 & 2 - PLAN & PROFILEC6.1 STORM 1 - PLAN VIEW STORM 1 - PROFILE VIEW STORM 2 - PLAN VIEW STORM 2 - PROFILE VIEW STRM 3.0 (9+50 - 11+00) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+50 10+00 11+009+50 10+00 11+00AI-3.2RIM= 4978.20TEE-3.1RIM= 4976.99DS 3.1RIM= 4980.31S INV. IN= 4975.2731.59 LF 18" HDPE @ 0.50%E INV. IN= 4975.93S INV. IN= 4975.93N INV. OUT= 4975.4340.03 LF 12" HDPE @ 0.50%N INV. OUT= 4976.13DS 3.1 24" NYLOPLAST D.B. STA: 9+65.02 RIM 4980.31 N: 1464537.565 E: 3118363.220 TEE-3.1 STA: 9+96.60 RIM 4976.99 N: 1464505.979 E: 3118363.024 AI-3.2 DOUBLE TYPE 13 VALLEY GRATE INLET STA: 10+36.63 RIM 4978.20 N: 1464465.951 E: 3118362.775 CI-4.0 TYPE 3 COMBO INLET - SINGLE STA: 10+44.67 RIM 4978.51 N: 1464505.034 E: 3118392.687 TEE-3.1 STA: 10+15 RIM 4976.99 N: 1464505.979 E: 3118363.024 STRM 4.0 (10+00 - 11+00) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 10+00 11+0010+00 11+00E INV. IN= 4975.93S INV. IN= 4975.93N INV. OUT= 4975.4329.68 LF 12" HDPE @ 0.50%W INV. OUT= 4976.08TEE-3.1RIM= 4976.99CI-4.0RIM= 4978.5116STORM SEWER LINE 3 & 4 - PLAN & PROFILEC6.2 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof STORM 3 - PLAN VIEW STORM 3 - PROFILE VIEW STORM 4 - PLAN VIEW STORM 4 - PROFILE VIEW STRM 5.0 (10+00 - 11+50) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 10+00 11+00 11+5010+00 11+00 11+50 62.27 LF TRENCH DRAIN @ 0.50%DB-5.1RIM= 4980.77DET-5.0RIM= 4980.9913.65 LF 12" HDPE @ 0.80%W INV. IN= 4977.37N INV. IN= 4979.28E INV. IN= 4977.70S INV. OUT= 4977.37SE INV. OUT= 4979.656.56 LF 8" PVC @ 0.50%61RIM= 4980.81NW INV. IN= 4979.31S INV. OUT= 4979.31TD-5.2RIM= 4980.40GS TD-5.2 TRENCH DRAIN STA: 11+03.97 RIM 4980.40 N: 1464672.646 E: 3118255.068 DB-5.1 24" NYLOPLAST D.B. W/ 18" SOLID LID STA: 10+28.65 RIM 4980.77 N: 1464605.274 E: 3118286.484 DET-5.0 48" MH STA: 10+15 RIM 4980.99 N: 1464591.642 E: 3118287.137 61 12" NYLOPLAST D.B. STA: 10+35.21 RIM 4980.81 N: 1464611.827 E: 3118286.171 PROPOSED KS100 KLASSIK DRAIN STRM 6.0 (9+50 - 11+50) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+50 10+00 11+00 11+509+50 10+00 11+00 11+50NW INV. IN= 4978.21S INV. IN= 4978.21E INV. OUT= 4978.21W INV. IN= 4977.37N INV. IN= 4979.28E INV. IN= 4977.70S INV. OUT= 4977.37E INV. IN= 4977.80SE INV. IN= 4977.97W INV. OUT= 4977.80SW INV. OUT= 4977.8487.82 LF 12" HDPE @ 0 . 9 6 % 10.93 LF 8" HDPE @ 0.87% 2.30 LF 6" HDPE @ 0.87%DB-5.1RIM= 4980.77MH-6.3RIM= 4982.75BND-6.01RIM= 4980.83DS-6.0RIM= 4980.842.00 LF 8" HDPE @ 0.87%BND-6.2RIM= 4980.84GSMH-6.3 36" NYLOPLAST JUNCTION STA: 10+68.05 RIM 4982.75 N: 1464605.859 E: 3118198.663 DB-5.1 24" NYLOPLAST D.B. W/ 18" SOLID LID STA: 9+80.23 RIM 4980.77 N: 1464605.274 E: 3118286.484 BND-6.01 6"X8" WYE W/ CLEANOUT STA: 9+69.30 RIM 4980.83 N: 1464605.201 E: 3118297.410 DS-6.0 12" NYLOPLAST D.B. STA: 9+65 RIM 4980.84 N: 1464606.806 E: 3118301.050 DS-6.0 12" NYLOPLAST D.B. STA: 9+65 RIM 4980.84 N: 1464606.806 E: 3118301.050 BND-6.2 45° BEND STA: 9+67.30 RIM 4980.84 N: 1464605.187 E: 3118299.410 17STORM SEWER LINE 5 & 6 - PLAN & PROFILEC6.3 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof STORM 5 - PLAN VIEW STORM 5 - PROFILE VIEW STORM 6 - PLAN VIEW STORM 6 - PROFILE VIEW STRM 7.0 (9+50 - 12+50) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+50 10+00 11+00 12+00 12+509+50 10+00 11+00 12+00 12+50CI-7.3RIM= 4982.32MH-6.3RIM= 4982.75CI-7.1RIM= 4981.91CI-7.0RIM= 4981.89N INV. OUT= 4979.55NW INV. IN= 4978.21S INV. IN= 4978.21E INV. OUT= 4978.21N INV. IN= 4978.46SE INV. OUT= 4978.36S INV. OUT= 4979.10101.04 LF 8" H D P E @ 1 . 3 3 % 28.59 LF 8" HDPE @ 0.53% 120.17 LF 8" HDPE @ 0.53% CI-7.3 TYPE 3 COMBO INLET - SINGLE STA: 12+14.69 RIM 4982.32 N: 1464506.153 E: 3118182.304 MH-6.3 36" NYLOPLAST JUNCTION STA: 11+13.63 RIM 4982.75 N: 1464605.859 E: 3118198.663 CI-7.1 TYPE 3 COMBO INLET - SINGLE STA: 10+85.17 RIM 4981.91 N: 1464629.963 E: 3118183.289 CI-7.0 TYPE 3 COMBO INLET - SINGLE STA: 9+65 RIM 4981.89 N: 1464750.132 E: 3118183.910 STRM 8.0 (9+50 - 12+50) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+50 10+00 11+00 12+00 12+509+50 10+00 11+00 12+00 12+50DB-8.8RIM= 4982.98DB-8.7RIM= 4982.96BND-8.6RIM= 4982.88TEE-8.4RIM= 4983.50DET-8.3RIM= 4983.15OUT-8.1RIM= 4982.91CXN-8.0RIM= 4979.65W INV. IN= 4976.55N INV. IN= 4975.22S INV. OUT= 4975.2287.15 LF 8" HDPE @ 0.32% 23.12 LF 12" HDPE @ 0.50% 32.86 LF 8" HDPE @ 0.50% 31.86 LF 8" HDPE @ 0.50% 32.18 LF 8" HDPE @ 0.50%E INV. OUT= 4980.25W INV. IN= 4980.09E INV. OUT= 4980.09W INV. IN= 4979.93S INV. OUT= 4979.93N INV. IN= 4979.77S INV. IN= 4979.43E INV. OUT= 4979.43GSDB-8.8 DROP IN GRATE STA: 11+95.97 RIM 4982.98 N: 1464822.335 E: 3118251.784 DB-8.7 DROP IN GRATE STA: 11+63.79 RIM 4982.96 N: 1464822.335 E: 3118283.962 BND-8.6 12" NYLOPLAST D.B. STA: 11+31.93 RIM 4982.88 N: 1464822.335 E: 3118315.825 TEE-8.4 18" NYLOPLAST D.B. STA: 10+99.07 RIM 4983.50 N: 1464789.472 E: 3118315.617 OUT-8.1 12" NYLOPLAST D.B. STA: 10+62.12 RIM 4982.91 N: 1464789.470 E: 3118352.568 CXN-8.0 CONNECT TO EXISTING STORM SEWER STA: 9+74.96 RIM 4979.65 N: 1464789.472 E: 3118439.722 DET-8.3 18" NYLOPLAST D.B. STA: 10+75.95 RIM 4983.15 N: 1464789.470 E: 3118338.735 18STORM SEWER LINE 7 & 8 - PLAN & PROFILEC6.4 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof STORM 7 - PLAN VIEW STORM 7 - PROFILE VIEW STORM 8 - PLAN VIEW STORM 8 - PROFILE VIEW STRM 9.0 (10+00 - 11+50) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 10+00 11+00 11+5010+00 11+00 11+50SW INV. IN= 4980.47NW INV. OUT= 4980.47SE INV. IN= 4980.14SW INV. IN= 4980.31NW INV. OUT= 4980.14SE INV. IN= 4980.08N INV. OUT= 4980.08N INV. IN= 4979.77S INV. IN= 4979.43E INV. OUT= 4979.43WYE-9.3RIM= 4981.22WYE-9.2RIM= 4980.89TEE-8.4RIM= 4983.5037.24 LF 8" HDPE @ 0.87% 7.01 LF 8" HDPE @ 0.87% 19.04 LF 8" HDPE @ 0.87% 17.17 LF 12" HDPE @ 0.90%GSWYE-9.3 WYE W/ CLEANOUT STA: 11+05.46 RIM 4981.22 N: 1464713.154 E: 3118334.320 WYE-9.2 WYE W/ CLEANOUT STA: 10+68.22 RIM 4980.89 N: 1464746.907 E: 3118318.580 BND-9.1 22.5° BEND W/ CLEANOUT STA: 10+61.21 RIM 4980.83 N: 1464753.263 E: 3118315.617 WYE-9.0 WYE W/ CLEANOUT STA: 10+42.17 RIM 4980.69 N: 1464772.300 E: 3118315.617 TEE-8.4 18" NYLOPLAST D.B. STA: 10+25 RIM 4983.50 N: 1464789.472 E: 3118315.617 19STORM SEWER LINE 9 - PLAN & PROFILEC6.5 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof STORM 9 - PLAN VIEW STORM 9 - PROFILE VIEW 20DETAILS C9.0 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof 21DETAILS C9.1 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof 22DETAILS C9.2 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof SLOPE GUTTER TO MATCH SLOPE OF ADJACENT PAVEMENT6"6"R1/4" R2" R2" REF. PAVEMENT DETAILS FOR THICKNESS SLOPE PER PLAN R2" REF. PAVEMENT DETAILS FOR THICKNESS FLOWLINE 12:1 GUTTER SLOPE 24DETAILS C9.3 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof SERVICE WYE DETAIL WW-9 ASPHALT PAVEMENT 1/8" ABOVE EDGE OF GUTTER 4' CONCRETE PAN N.T.S. 4.00' 6" THICK REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof23DETAILSC9.4 REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARof24DETAILSC9.5 TYPE 13 COMBO INLET REVISIONSNO.REV.DATEREVISIONS DESCRIPTIONproject no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION.www.olsson.comTEL 970.461.7733Suite 200Loveland, CO 805381880 Fall River Drive, UTILITY PLANS FORLOT 3, COUNTRY CLUB CORNERS 6TH FILINGFORT COLLINS, CO2022021-04575 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 01.12.2023 23SIT AND STAY DOG BARofDRAINAGE PLANCS CS RB RB C_DRN01_02104575.dwg 25 LID TABLE C10.0