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Home My WebLink About1605 PETERSON PLACE CARRIAGE HOUSE - FDP200023 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPETERSON STREET PETERS0N PLACE SOUTH COLLEGE AVENUE WEST PROSPECT ROAD REMINGTON STREET MATTHEW STREET WEST LAKE STREET UNIVERSITY OF ARTS COLORADO STATE COURT PROSPECT PETERSON STREET PARKER STREET EAST PROSPECT ROAD EAST LAKE STREET WHEDBEE STREET PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSE C20030 S. CORROUGH 10/14/2020 05 PRELIMINARY NOT FOR CONSTRUCTION N S W E PRELIMINARY ENGINEERING PLANS FOR 1605 PETERSON PLACE LOT 3, BLOCK 1, GRAY-STRECKER SUBDIVISION (PARCEL #9724210003, NW 1/4 OF SECTION 24, T07N, R69W) VICINITY MAP SCALE: 1" = 250' OWNER / APPLICANT CORROUGH SHANNON M TRUST 1605 PETERSON PL. FORT COLLINS, CO 805251030 PHONE: (970) 212-6730 CONTACT: SHANNON CORROUGH CIVIL ENGINEER CIVILWORX, LLC S89°57'20"W 149.00' N89°57'20"E 149.00' S00°02'40"E 75.00' N00°02'40"W 75.00' EXISTING FENCE LINES TO BE REMOVED AS NECESSARY FOR HOME CONSTRUCTION. REMOVE PAVERS FOR CONSTRUCTION, REPLACE AT OWNERS PREFERENCE FOLLOWING SANITARY SERVICE INSTALLATION REMOVE APPROX. 24 LF OF EXISTING FENCING AS NEEDED FOR DRIVEWAY EXISTING PLANTER BOXES, FENCES, TREES, AND SHRUBS TO BE REMOVED (AND POTENTIALLY REPLANTED) AS NECESSARY FOR PROPOSED GRADING AND UTILITY TRENCHES. PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSE C20030 S. CORROUGH 10/14/2020 05 PRELIMINARY NOT FOR CONSTRUCTION 0 10' 20' SCALE: 1" = 10' 5' EXISTING CONDITIONS EX01 N/A 1" = 10' XX LEGEND MAPPING / SITE PROPERTY BOUNDARY CURB AND GUTTER EX-W 12.1% EX-E 23.9% 0.9% 3.1% 1.5% 2.8% 3.4% 6.8% 2.1% 3.5% 16.4% 14.0% 2.5% 14.4% 0.9% 10.8% 0.9% 3.9% 6.2% DP DP PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSE C20030 S. CORROUGH 10/14/2020 05 PRELIMINARY NOT FOR CONSTRUCTION 0 10' 20' SCALE: 1" = 10' 5' EXISTING DRAINAGE MAP EXDN01 N/A 1" = 10' XX NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ONE STORY CARRIAGE 912.0 SF EROSION PROTECTION MEASURES TO REMAIN IN PLACE UNTIL DISTURBED SOILS ARE RE-VEGETATED OR LANDSCAPED ROWS OF TALL NATIVE GRASSES TO BE INSTALLED WITH FINAL LANDSCAPING TO HELP WITH STORMWATER FLOWS PROPOSED DRAINAGE SWALE PROPOSED SILT FENCE ALL GUTTERS AND DOWNSPOUTS TO DIRECT FLOWS TOWARDS SWALE 23.5% 32.1% 9.5% 11.0% 5.0% 28.1% NO WORK TO SOUTH OF THIS CONSTRUCTION BOUNDARY SOUTH LIMIT OF CONSTRUCTION PR-W 17.8% PR-E 32.2% DP DP 6.4' 16.3' 10' 97.72 95.57 99.15 5' 5' WD SF SF SF TOF=5001.06 97.01 96.02 98.29 98.51 26.9' 8' 8' 24.6% 7.4% 6.3% 12.5% 27.8% 30.0% 13.7% 3/4" WATER SERVICE COPPER, MUNICIPEX, OR EQUIV. PROPOSED 4" SANITARY SEWER SERVICE SDR 35 PVC, OR EQUIVALENT SLOPED AT 2.0% (MIN) ONE STORY CARRIAGE 912.0 SF 10' 6' CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER SERVICE LINE UPSTREAM FROM THE VALVE, CUT IN 3/4" TEE WITH CURB STOP ON NEW LINE WYE INTO EXISTING SANITARY LINE CAUTION UNDERGROUND ELECTRIC CROSSING ANTICIPATED CONTRACTOR TO REFRESH LOCATES PRIOR TO CONSTRUCTION PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSE C20030 S. CORROUGH 10/14/2020 05 PRELIMINARY NOT FOR CONSTRUCTION PROPOSED UTILITIES WATER SERVICE SANITARY SERVICE LEGEND EXISTING UTILITIES WATER LINE SANITARY LINE OVERHEAD ELECTRICAL UNDERGROUND ELECTRICAL PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSE C20030 S. CORROUGH 10/14/2020 05 PRELIMINARY NOT FOR CONSTRUCTION CONSTRUCITON DETAILS DT01 1" = X' 1" = XX' XX WATER SERVICE DETAIL MODIFICATION SANITARY SERVICE CONNECTION DETAIL MODIFICATION TO EXISTING DUPLEX TO EXISTING SANITARY MAIN CONNECTION ELECTRICAL BOX/ METER TELEPHONE BOX WATER SHUTOFF/ METER IRRIGATION VALVE FIBREOPTIC BOX STREET LIGHT GAS METER AC-UNIT NOTES 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. MAPPING / SITE PROPERTY BOUNDARY PROPOSED EDGE OF CONCRETE EXISTING CURB AND GUTTER EXISTING FENCE EXISTING GRAVEL EXISTING PAVERS EXISTING CONCRETE 0 10' 20' SCALE: 1" = 10' 5' UTILITY PLAN UT01 N/A 1" = 10' XX PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSE C20030 S. CORROUGH 10/14/2020 05 PRELIMINARY NOT FOR CONSTRUCTION 0 10' 20' SCALE: 1" = 10' 5' DETAILED GRADING PLAN GR01 N/A 1" = 10' XX NOTES 1. SPOT ELEVATIONS ARE TO FINISHED SURFACE, CONSULT LANDSCAPER FOR MINIMUM TOPSOIL DEPTH OR AMENDMENT PRIOR TO SEEDING. 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 3. TOP OF FOUNDATION ELEVATIONS SHOWN ARE RECOMMENDED ELEVATIONS AND ARE FOR INFORMATION ONLY. THEY ARE NOT MEANT NOR DO THEY REPLACE BUILDERS PLOT PLANS. 4. ALL DISTURBED AREAS NOT PAVED SHALL BE RE-VEGETATED. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 6. ALL DISTURBED AREAS SHALL BE REVEGETATED OR LANDSCAPED PER OWNER (OR REPRESENTATIVE LANDSCAPER'S) DIRECTION 7. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. LEGEND MAPPING / SITE PROPERTY BOUNDARY PROPOSED EDGE OF CONCRETE PROPOSED CONTOURS EXISTING CURB AND GUTTER EXISTING CONTOURS EXISTING FENCE EXISTING GRAVEL EXISTING PAVERS EXISTING CONCRETE GRADING EROSION CONTROL LIMITS OF DISTURBANCE SILT FENCE WATTLE DIKE DP PR-E BASIN BOUNDARY DESIGN POINT BASIN LABEL MAJOR COEFFICENT BASIN AREA FLOW DIRECTION PROPOSED GRASSES DRAINAGE SWALE PR-E 0.24 32.2% 2.4% WD SF TABULATIONS: PROPOSED CONDITIONS DRAINAGE SURFACE TYPE AREA (FT^2) PERCENT IMPERVIOUS (%) COMPOSITE IMPERVIOUS PROPOSED DRAINAGE TOTAL AREA 11,175 31.4% 3509 ASPHALT, CONCRETE 676 100% 676 ROOFTOP 1956 90% 1760 GRAVEL 1977 40% 791 PAVERS 396 40% 159 LAWN, LANDSCAPING 6194 2% 123 VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. D-101 GRADING BASIN BOUNDARY DESIGN POINT BASIN LABEL MAJOR COEFFICENT BASIN AREA FLOW DIRECTION EX-E 0.25 23.9% LEGEND MAPPING / SITE PROPERTY BOUNDARY CURB AND GUTTER EXISTING CONTOURS FENCE GRAVEL PAVERS CONCRETE 2.4% EXISTING CONTOURS FENCE GRAVEL PAVERS CONCRETE UTILITIES WATER LINE SANITARY LINE OVERHEAD ELECTRICAL UNDERGROUND ELECTRICAL ELECTRICAL BOX/ METER TELEPHONE BOX WATER SHUTOFF/ METER IRRIGATION VALVE FIBREOPTIC BOX STREET LIGHT GAS METER AC-UNIT NOTES 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. DEMOLITION FENCE REMOVAL PLANTER BOX REMOVAL SURFACE TYPE AREA (FT^2) PERCENT IMPERVIOUS (%) COMPOSITE IMPERVIOUS EXISTING DRAINAGE TOTAL AREA 11,175 23.4% 2618 ASPHALT, CONCRETE 676 100% 676 ROOFTOP 1044 90% 939 GRAVEL 1744 40% 698 PAVERS 396 40% 159 LAWN, LANDSCAPING 7315 2% 146 TABULATIONS: EXISTING CONDITIONS DRAINAGE 4025 AUTOMATION WAY, SUITE B2 FORT COLLINS, CO 80525 PHONE: (970) 698-6046 CONTACT: SCOTT NESBITT SURVEYOR MAJESTIC SURVEYING 111 VALLEY DRIVE #104 WINDSOR, CO 80550 PHONE: (970) 443-0882 CONTACT: STEVEN PARKS PROJECT TEAM PROJECT COORDINATES PROJECT VERTICAL DATUM: CITY OF FORT COLLINS VERTICAL BENCHMARK C-322 ELEVATION = 4990.33 (NAVD88 VERTICAL DATUM) PROJECT HORIZONTAL DATUM: MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE SCALE FACTOR 1.0002644699258 (0.999735650) Notes: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY PRIMO LOCATING SERVICES, LLC. 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT. ALL LOT LINES, RIGHT OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS SITE PROJECT COVER SHEET CV01 N/A 1" = 250' 1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R Drawing Index Sheet Number Sheet Title GENERAL INFORMATION CV01 COVER SHEET CIVIL EX01 EXISTING CONDITIONS EXDN01 EXISTING DRAINAGE MAP GR01 DETAILED GRADING PLAN UT01 UTILITY PLAN CIVIL DETAILS DT01 CONSTRUCITON DETAILS