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Home My WebLink About1605 PETERSON PLACE CARRIAGE HOUSE - FDP200023 - - DRAINAGE RELATED DOCUMENT (2)PETERSON STREETPETERS0N PLACESOUTH COLLEGE AVENUEWEST PROSPECT ROAD REMINGTON STREETMATTHEW STREETWEST LAKE STREET UNIVERSITY OF ARTS COLORADO STATE COURT PROSPECT PETERSON STREETPARKER STREET EAST PROSPECT ROAD EAST LAKE STREET WHEDBEE STREETPREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSEC20030 S. CORROUGH12/01/202005 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY ENGINEERING PLANS FOR 1605 PETERSON PLACE LOT 3, BLOCK 1, GRAY-STRECKER SUBDIVISION NW 1/4 OF SECTION 24, T07N, R69W OF THE SIXTH PM., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 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 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:NAVD88 BENCHMARK C322:METAL DISK SET IN THE EAST END OF THE NORTHWEST PARAPET WALL OF A CONCRETE BRIDGE. ELEVATION:4990.33 BENCHMARK CSU2:BRASS DISK SET IN MONUMENT BOX. ELEVATION:4990.33 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 SHEETCV01 N/A 1" = 250' 1 CALL UTILITY NOTIFICATION CENTER OF COLORADO 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 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 AND SIDEWALK AS NECESSARY FOR CONSTRUCTION. REPLACE OR RECONSTRUCT AT OWNERS PREFERENCE FOLLOWING SANITARY AND WATER 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 SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSEC20030 S. CORROUGH12/01/202005 PRELIMINARY NOT FOR CONSTRUCTION 0 10'20' SCALE: 1" = 10' 5'EXISTING CONDITIONSEX01 N/A 1" = 10' XX LEGEND MAPPING / SITE PROPERTY BOUNDARY CURB AND GUTTER 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. 4.EXISTING TREES ON-SITE TO BE PRESERVED AND PROTECTED TO THE EXTENT FEASIBLE DURING CONSTRUCTION. DEMOLITION FENCE REMOVAL OTHER REMOVALS 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 EX-W 12.1% EX-E 23.9%0.9% 3.1% 1. 5 %2.8%3.4%6.8% 2.1% 3.5%2.8%14.0%2.5%14.4%0.9% 10.8%0.9%3.9%6.2% DP DP 02/20/2019 PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSEC20030 S. CORROUGH12/01/202005 PRELIMINARY NOT FOR CONSTRUCTION 0 10'20' SCALE: 1" = 10' 5'EXISTING DRAINAGE MAPEXDN01 N/A 1" = 10' XX NOTES 1.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. 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% 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 8 TOTAL GRASS PLANTINGS: BUFFALO GRASS (BOUTELOUA DACTYLOIDES), BLUE GRAMA (BOUTELOUA GRACILIS), OR EQUIV. PROPOSED DRAINAGE SWALE PROPOSED SILT FENCE ALL GUTTERS AND DOWNSPOUTS TO DIRECT FLOWS TOWARDS SWALE 23.2%32.1%9.5%11.0% 5 . 0% 2 8 . 1 % NO WORK TO SOUTH OF THIS CONSTRUCTION BOUNDARY SOUTH LIMIT OF CONSTRUCTION PR-W 17.8% PR-E 32.5% DP DP 6.4' 16.3' 10'97.7295.57 9 9 . 1 5 5'5' WD SF SF SF TOF=5001.06 97.0196.0298.2998.5126.9' 8' 8'24.6%7.4%6.3%12.5%27.8%30.0%13.7%22.5' PROTECT EXISTING TREE TO EXTENT FEASIBLE PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSEC20030 S. CORROUGH12/01/202005 PRELIMINARY NOT FOR CONSTRUCTION 0 10'20' SCALE: 1" = 10' 5'DETAILED GRADING PLANGR01 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. 8.EXISTING TREES ON-SITE TO BE PRESERVED AND PROTECTED TO THE EXTENT FEASIBLE DURING CONSTRUCTION. 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 31.6%3534 ASPHALT, CONCRETE 676 100%676 ROOFTOP 1956 90%1760 GRAVEL 1977 40%791 PAVERS 464 40%186 LAWN, LANDSCAPING 6194 2%123 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' PROPOSED WATER SERVICE TO TIE INTO EXISTING WATER SERVICE DOWNSTREAM FROM EXISTING METER INSIDE HOME CAUTION UNDERGROUND ELECTRIC AND WATER CROSSINGS ANTICIPATED CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION WYE INTO EXISTING SANITARY LINE PROPOSED ELECTRIC METER FOR NEW 200 AMP SERVICE PROPOSED NEW 3/4" XCEL GAS SERVICE. CONNECT TO EXISTING 1-1/4" XCEL GAS LINE IN PETERSON STREET (NOT LOCATED BY XCEL, NOT PROVIDED IN SURVEY, CONTRACTOR TO VERIFY LOCATION OF GAS MAIN PRIOR TO START OF WORK) XCEL TO LOCATE MAIN LINE AND TO APPROVE SERVICE FROM THIS LINE WHEN CARRIAGE HOME ADDRESS IS PROVIDED BY CITY 2.5' 5' PROPOSED SANITARY SERVICE CONNECTION (INSTALL CLEAN-OUT ADJACENT TO FOUNDATION) PROPOSED WATER SERVICE CONNECTION PROPOSED UNDERGROUND ELECTRIC SERVICE LINE PROPOSED UNDERGROUND COMMUNICATIONS SERVICE LINE 1' SEPARATION (SHARED TRENCH) 02/20/2019 PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSEC20030 S. CORROUGH12/01/202005 PRELIMINARY NOT FOR CONSTRUCTION PROPOSED UTILITIES WATER SERVICE SANITARY SERVICE GAS SERVICE ELECTRIC SERVICE COMMUNICATIONS SERVICE LEGEND EXISTING 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. 4.MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER & WATER LINES IS 10 FEET. 5.ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6.EXISTING TREES ON-SITE TO BE PRESERVED AND PROTECTED TO THE EXTENT FEASIBLE DURING CONSTRUCTION. 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 PLANUT01 N/A 1" = 10' XX PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com 1605 PETERSON PLACE - CARRIAGE HOUSEC20030 S. CORROUGH12/01/202005 PRELIMINARY NOT FOR CONSTRUCTIONCONSTRUCITON DETAILSDT01 1" = X' 1" = XX' XX SANITARY SERVICE CONNECTION DETAIL MODIFICATION TO EXISTING DUPLEX TO EXISTING SANITARY MAIN CONNECTION