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Home My WebLink AboutSTRAUSS CABIN CHURCH - BDR200003 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSPROJECT SITE INTERSTATE 25 STRAUSS CABIN RD (CR 7) KECHTER RD (CR 36) FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = 500' 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION 4/20/2020 10:27:53 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C0.00 - COVER SHEET.DWG C0.00 - COVER SHEET KRB JRS C0.00 9 COVER SHEET 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC 1 UTILITY PLANS FOR STRAUSS CABIN CHURCH SUBDIVISION A PLAT OF A PARCEL OF LAND SITUATE IN THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO APRIL 2020 THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = N/A 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION 4/20/2020 10:27:56 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C0.00 - COVER SHEET.DWG C0.00 - COVER SHEET KRB JRS C0.01 9 GENERAL NOTES 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC 2 TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = N/A 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION 4/20/2020 10:27:58 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C0.00 - COVER SHEET.DWG C0.00 - COVER SHEET KRB JRS C0.02 9 GENERAL NOTES 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC 3 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES General Erosion Control Requirements These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling. 1) The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is needed on a project. 2) The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development REMOVE 76 SF CONCRETE STRAUSS CABIN ROAD EXISTING BUILDING EXISTING BUILDING EXISTING FIBER OPTIC LINE EXISTING ELECTRIC LINE REMOVE & REPLACE CONCRETE CURB W/ UTILITY CONSTRUCTION (10 LF) EXISTING FIBER OPTIC LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING WATER LINE EXISTING PROPANE TANK EXISTING AIR CONDITIONING UNIT EXISTING ASPHALT PARKING AREA EXISTING ASPHALT PARKING AREA EXISTING CONCRETE PAVEMENT EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING SIDEWALK EXISTING SIDEWALK EXISTING FENCE EXISTING CULVERT EXISTING GUARDRAIL EXISTING POWER POLE EXISTING FIBER OPTIC PEDESTAL EXISTING SIDEWALK EXISTING ELECTRIC LINE EXISTING POWER POLE EXISTING POWER POLE EXISTING GAS LINE EXISTING AIR CONDITIONING UNIT EXISTING LIGHT POLE EXISTING ELECTRIC LINE PROPERTY CORNER N:1431050.97 E:3139621.20 PROPERTY CORNER N:1430438.73 E:3139813.70 PROPERTY CORNER N:1430275.46 E:3139809.11 PROPERTY CORNER N:1430269.61 E:3139649.91 SAWCUT & REMOVE 15 SF ASPHALT W/ UTILITY CONSTRUCTION REMOVE 950 SF ASPHALT REMOVE 981 SF CONCRETE REMOVE 134 SF CONCRETE & LANDSCAPING REMOVE TREE REMOVE LIGHT POLE EXISTING ADA PARKING STALL OPEN CUT AND CONNECT 3/4" WATER SERVICE TO EXISTING 6" MAIN N:1430413.75 E:3139593.26 UP UP UP PROPERTY CORNER N:1431050.97 E:3139621.20 PROPERTY CORNER N:1430438.73 E:3139813.70 PROPERTY CORNER N:1430275.46 E:3139809.11 PROPERTY CORNER N:1430269.61 E:3139649.91 S17° 27' 15.00"E 641.794' S1° 36' 35.00"W 163.330' S87° 53' 45.00"W 159.313' N2° 06' 15.00"W 781.887' STRAUSS CABIN ROAD EXISTING FIBER OPTIC LINE EXISTING ELECTRIC LINE EXISTING FIBER OPTIC LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING PROPANE TANK EXISTING AIR CONDITIONING UNIT EXISTING ASPHALT PARKING AREA EXISTING ASPHALT PARKING AREA EXISTING CONCRETE PAVEMENT EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING SIDEWALK EXISTING SIDEWALK EXISTING FENCE EXISTING GUARDRAIL EXISTING POWER POLE EXISTING FIBER OPTIC PEDESTAL EXISTING SIDEWALK EXISTING ELECTRIC LINE EXISTING POWER POLE EXISTING POWER POLE EXISTING GAS LINE EXISTING LIGHT POLE EXISTING ELECTRIC LINE PROPOSED EMERGENCY ACCESS EASEMENT (WIDTH VARIES) 97.181' 6" PVC WET TAP EXISTING 6" PVC WATER MAIN W/ 6"X6" TAPPING SADDLE W/ T.B. 6" GATE VALVE (E) N:1430313.99 UP UP UP FFE=4894.00 (3.0%) (6.0%) (4.0%) (2.9%) (1.3%) (4.2%) (2.3%) STRAUSS CABIN ROAD REFER TO NOTE 10 FOR WORK WITHIN RIGHT-OF-WAY REFER TO NOTE 11 FOR WORK IMPACTING THE EXISTING CHANNEL SEE GRADING DETAIL 'A' (THIS SHEET) 2.0% 2.0% 2.0% 2.0% 2.0% UP UP UP LIMITS OF DISTURBANCE (5.1%) 2.0% 3.9% 92.84 92.10 93.30 93.74 93.80 93.08 92.78 93.06 92.92 TBC 92.43 92.88 93.24 92.33 91.54 93.13 93.35 92.38 91.68 92.01 TBC 92.07 93.00 92.96 92.65 93.63 TBC 93.85 TBC 92.72 TBC 92.69 2.8% 3.6% 3.9% 93.14 FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = N/A 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION 4/20/2020 10:29:36 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C4.00 - CONSTRUCTION DETAILS.DWG C4.00 - CONSTRUCTION DETAILS KRB JRS C4.00 9 CONSTRUCTION DETAILS 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC 7 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = N/A 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION 4/20/2020 10:29:42 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C4.00 - CONSTRUCTION DETAILS.DWG C4.00 - CONSTRUCTION DETAILS KRB JRS C4.01 9 CONSTRUCTION DETAILS 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC 8 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = N/A 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION 4/20/2020 10:29:48 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C4.00 - CONSTRUCTION DETAILS.DWG C4.00 - CONSTRUCTION DETAILS KRB JRS C4.02 9 CONSTRUCTION DETAILS 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC 9 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minimum 1 4"/ft Maximum 3"/ft Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC FL or FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' 4" EXPOSE 4"-6" OF SIDEWALK TO CREATE CURB" 6" ASPHALT PAVEMENT CONCRETE SIDEWALK SUBGRADE 24" 1 ONSITE SIDEWALK/CURB DETAIL C4.00 NOT TO SCALE 10" NOTE: REFER TO DETAIL 2201 ON SHEET C4.01 FOR ASPHALT PAVEMENT PATCHING REQUIREMENTS. 93.50 93.94 94.00 94.00 92.13 94.00 93.62 93.59 92.83 93.14 ??? 93.50 93.79 TBC 93.75 TBC 93.29 93.25 93.38 TBC 93.05 PROPOSED 4" CURB PROPOSED 6" CURB TRANSITION FROM 6" TO 4" CURB 92.42 93.50 93.97 93.97 GRADE BREAK 94.00 89.22 CONNECT TO AND EXTEND EXISTING PLANTER WALL TO MATCH EXISTING GRADES (SEE STRUCTURAL PLANS) FFE=4894.00 (MATCH EXISTING) 93.54 ADA RAMP ADA RAMP 2.0% 2.0% 2.0% 2.0% 2.0% FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = 20' 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION NORTH 4/20/2020 10:29:12 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C3.00 - GRADING & EROSION CONTROL PLAN.DWG C3.00 - GRADING & EROSION CONTROL PLAN KRB JRS C3.00 9 GRADING & EROSION CONTROL PLAN 0 20' 40' SCALE: 1" = 20' 10' 6 LOT LINE PROPERTY BOUNDARY RIGHT OF WAY EASEMENT CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCE SAWCUT LINE LEGEND EXISTING CURB & GUTTER ASPHALT PAVEMENT CONCRETE PAVEMENT OR SIDEWALK PROPOSED 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. 2. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, 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. 4. SPOT ELEVATIONS SHOWN ARE AT THE FLOWLINE OR EDGE OF WALK UNLESS OTHERWISE NOTED. 5. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 6. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. EROSION CONTROL NOTES: 1. TOTAL DISTURBED AREA = 4,550 SF (0.10 ACRES). 2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS. 3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES. 4. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 5. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 6. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132. 7. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH THE APPROPRIATE SEED MIX AND INSTALLATION METHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS. 8. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED: 9. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUND SURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD. 10. FOR WORK WITHIN STREET RIGHT-OF-WAY, CONTRACTOR SHALL: · EXPEDITE CONSTRUCTION COMPLETION AFFECTING ROADWAYS · NOT USE THE STREET TO STOCKPILE EARTH DURING TRENCHING ACTIVITIES · SWEEP SEDIMENT WITHIN STREET DAILY OR PRIOR TO AND AFTER STORM EVENTS AS NECESSARY · PLACE ROCK SOCKS ON DOWNSTREAM SIDE OF WORK AREA IN PAVED AREAS TO PREVENT SEDIMENT TRANSPORT · SURFACE ROUGHEN LANDSCAPED AREAS UNTIL STABILIZED WITH LANDSCAPING 11. CONTRACTOR SHALL MINIMIZE THE DISRUPTION OF THE EXISTING DRAINAGE CHANNEL ADJACENT TO STRAUSS CABIN ROAD. AT A MINIMUM, THE CONTRACTOR SHALL : · EXPEDITE CONSTRUCTION COMPLETION AFFECTING THE CHANNEL · NOT USE THE CHANNEL TO STOCKPILE EARTH DURING EXCAVATION ACTIVITIES · PROTECT THE DOWNSTREAM CULVERT · SURFACE ROUGHEN LANDSCAPED AREAS UNTIL STABILIZED WITH LANDSCAPING · COORDINATE DISRUPTION OF THE CHANNEL WITH FORECASTED WEATHER EVENTS CULVERT INLET PROTECTION CONCRETE WASHOUT AREA 90.30 EXISTING GRADE 10.0% 4.0:1 PROPOSED SPOT ELEVATION FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT 3.13 PROPOSED SLOPE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SILT FENCE INGREDIENT % AVAILABLE BY WEIGHT APPLICATION RATE IN LBS/ACRE 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: PROJECT: STRAUSS CABIN CHURCH SUBDIVISION BEST MANAGEMENT PRACTICE ITEM: PRESERVE EXISTING VEGETATION SILT FENCE VEHICLE TRACKING CONTROL (if applicable) STAGING AREAS (if applicable) CONSTRUCTION FENCE (if applicable) CONCRETE WASHOUT AREA (if applicable) TEMPORARY SEEDING INLET PROTECTION (EXISTING) 1. COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS. 2. CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs. MOBILIZATION DEMOLITION UTILITY INSTALLATION BUILDING CONSTRUCTION SITE GRADING & PAVING FINAL LANDSCAPING PHASE OF CONSTRUCTION & STABILIZATION EROSION CONTROL SEQUENCING GRADING DETAIL A 1" = 10' E:3139596.46 PROPOSED FIRE HYDRANT N:1430318.48 E:3139693.54 PROPOSED 20' UTILITY EASEMENT PROPERTY LINE PROPERTY LINE LIMITS OF DISTURBANCE PROPOSED 7' RIGHT-OF-WAY 35' RIGHT-OF-WAY 42' RIGHT-OF-WAY 3/4" WATER METER (UPSIZE SERVICE TO 1" 5' DOWNSTREAM OF METER) N:1430415.73 E:3139647.19 PROPOSED 1" WATER SERVICE (~57 LF) TO BE BORED UNDER PARKING LOT SEE SITE DETAIL A (THIS SHEET) TRASH ENCLOSURE LOCATED AT EXISTING TRASH LOCATION (SEE ARCH. PLANS) FIRE LANE SIGN (SEE SHEET C4.01) FIRE LANE SIGN (SEE SHEET C4.01) PROPOSED 15' UTILITY EASEMENT PROPOSED 3/4" WATER SERVICE (~54 LF) TO BE BORED UNDER STRAUSS CABIN ROAD 4'± 4.5'± OPEN CUT AND CONNECT SERVICE TO 3 4" WATER METER COORD. WATER BORE W/ EXISTING FIBER EXISTING ADA PARKING STALL EXISTING WATER SERVICE TO REMAIN & SERVICE EXISTING BUILDING FIXTURES UP UP UP 10' PROPOSED BUILDING ADDITION (SEE ARCHITECTURAL PLANS) 5' 8' 18' 8' 5' LIMITS OF DISTURBANCE EXISTING PLANTER BED 6' FIRE LANE SIGN ATTACHED TO BUILDING COLUMN (SEE SHEET C4.01) OPEN CUT AND CONNECT TO BUILDING SERVICE (SEE MECH. PLANS) FIRE LANE SIGN ATTACHED TO BUILDING COLUMN (SEE SHEET C4.01) CONNECT TO AND EXTEND EXISTING PLANTER WALL TO MATCH EXISTING GRADES (SEE STRUCTURAL PLANS AND SHEET C 3.00) 6' FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = 30' 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION NORTH 4/20/2020 10:28:45 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C2.00 - HORIZONTAL CONTROL AND UTILITY PLAN.DWG C2.00 - HORIZONTAL CONTROL AND UTILITY PLAN KRB JRS C2.00 9 HORIZONTAL CONTROL AND UTILITY PLAN 0 30' 60' SCALE: 1" = 30' 15' 5 LOT LINE PROPERTY BOUNDARY RIGHT OF WAY EASEMENT CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCE SAWCUT LINE LEGEND EXISTING CURB & GUTTER ASPHALT PAVEMENT CONCRETE PAVEMENT OR SIDEWALK SITE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE G GAS METER UTILITY POLE AND GUY WIRES FIRE HYDRANT FIRELINE WATER FITTINGS WATER LINE THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, OR TELEPHONE PEDESTAL UTILITY NOTES 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 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. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND IS SHOWN FOR INFORMATION ONLY. REFER TO THE ARCHITECTURAL PLANS FOR COMPLETE GRID LINE INFORMATION. 4. ALL DIMENSIONS, LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOWLINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS FENCING, LANDSCAPE WALLS, SEEDING/SOD, LANDSCAPE ROCK, MULCH, ETC. 6. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 7. ON-SITE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS. 8. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 10. ALL WATER FITTING AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 14. BENDS ON ALL NEW WATER MAIN (EXCEPT WHERE CONNECTING TO EXISTING) SHALL USE MECHANICALLY RESTRAINED JOINTS PER FORT COLLINS-LOVELAND WATER DISTRICT STANDARDS AND LENGTHS PER THE JOINT RESTRAINT LENGTHS TABLE PROVIDED ON THIS DRAWING. ADDITIONALLY, ALL PROPOSED FIRE HYDRANT LEADS AND FIRE SERVICES TO BUILDINGS SHALL BE INSTALLED WITH JOINT RESTRAINTS PER THE SAME REQUIREMENTS. WET TAP LOCATIONS SHALL BE INSTALLED WITH THRUST BLOCKS. 15. BACKLOW PREVENTION FOR WATER SERVICES SHALL BE PROVIDED WITHIN EACH BUILDING AND NO CONNECTIONS TO THE WATER SERVICES (INCLUDING IRRIGATION TAPS) SHALL BE MADE PRIOR TO THE BACKFLOW PREVENTION DEVICE. 16. NOTE THAT AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR PARKING STALLS LOCATED WITHIN THE STRAUSS CABIN RIGHT-OF-WAY. 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: JOINT RESTRAINT LENGTHS* FITTING TYPE 6" PIPE 8" PIPE 11.25 DEGREE 2' 3' 22.5 DEGREE 4' 5' 45 DEGREE 8' 10' 90 DEGREE 18' 24' VALVES, FIRE HYDRANTS, DEAD-ENDS, TEES 60' 80' * RESTRAINT LENGTHS PER FCLWD SPECIFICATIONS. ALSO REFER TO NOTE 14. SITE DETAIL A 1" = 10' 35' RIGHT-OF-WAY 42' RIGHT-OF-WAY REMOVE 57 SF CONCRETE REMOVE & REPLACE 326 SF ASPHALT SAWCUT 33 LF ASPHALT REMOVE 12 LF FENCE APPROXIMATE LOCATION OF EXISTING SEPTIC SYSTEM REMOVE & REPLACE 361 SF ASPHALT SAWCUT 35 LF ASPHALT SAWCUT 38 LF ASPHALT SAWCUT 15 LF ASPHALT REMOVE & REPLACE ~28 SF ASPHALT W/ UTILITY CONSTRUCTION EXISTING 6" PVC WATER MAIN FOSSIL CREEK CONCEPTS, LLC 04/22/2020 U19035 1" = 30' 1" = N/A STRAUSS CABIN CHURCH SUBDIVISION NORTH 4/20/2020 10:28:21 AM P:\U19035 - STRAUSS CABIN CHURCH\CADD\CP\C1.00 - EXISTING CONDITIONS AND REMOVALS PLAN.DWG C1.00 - EXISTING CONDITIONS AND REMOVALS PLAN KRB JRS C1.00 9 EXISTING CONDITIONS AND REMOVALS PLAN 0 30' 60' SCALE: 1" = 30' 15' 4 PROPERTY BOUNDARY RIGHT OF WAY EASEMENT CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCE REMOVE EXISTING FENCE SAWCUT LINE REMOVE EXISTING UTILITY LINE REMOVE & PATCH EXISTING ASPHALT REMOVE EXISTING CONCRETE REMOVE EXISTING TREE SETBACK REMOVE EXISTING SETBACK FROM OIL & UTILITY STRUCTURE GAS FACILITY LEGEND NOTES 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 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. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY AND ACCESS CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 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. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AND COORDINATING A TRAFFIC CONTROL PLAN WITH THE CITY FOR ANY WORK DONE WITHIN PUBLIC RIGHT OF WAY. 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 PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: UNITED CIVIL Design Group LLC CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project. 3) The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization of the construction site. 4) The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions. 5) The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction. 6) At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities associated with this project. 7) All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities commencing. 8) As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City. 9) All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations. 10) The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering, Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits or copies shall be made available upon request by the City. 11) The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections, etc. of the Control Measures involved in the construction activities. 12) The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others. 13) All Control Measures shall be installed in accordance with the Manual. 14) The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority. 15) As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual. 16) Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor. 17) All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any drainage way. 18) Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic. 19) Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices Land disturbance, Stockpiles, and Storage of Soils 20) There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by the City. Disturbances beyond these limits will be restored to original condition. 21) Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible. 22) All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from leaving the site. 23) All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or other permanent erosion control is installed. 24) No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented. 25) All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 26) All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall be thoroughly cleaned out. 27) All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the use of Control Measures. 28) All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have some form of effective sediment control as the, or as part of the, perimeter control. 29) All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through use of Control Measures. 30) No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, anothertemporary erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed. 31) All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification. Vehicle Tracking 32) At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities). 33) In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system. 34) City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street right of way (public or private). 35) If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control Inspector. Loading and Unloading Operations 36) The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could impact water quality. Outdoor Storage or Construction Site Materials, Building Materials, Ferilizers, and Chemicals 37) Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways. 38) Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. Vehicle and equipment maintenance and fueling 39) Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close. Significant Dust or Particulate generating Process 40) The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment 41) All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures shall be frequently cleaned out. 42) The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping wash water on to the dirt or other uncontrolled locations. Dedicated Asphalt and concrete batch plants 43) Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site. Concrete Saw Cutting Materials 44) Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legal disposal. Waste Materials Storage and Sanitary Facilities 45) Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers. 46) Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways. Other Site Operations and Potential Spill Areas 47) Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way threaten any stormwater conveyance, notify theCity of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately. 48) Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven to cause entrapment issues. Final stabilization and project completion 49) Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility. 50) All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures. 51) All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14 working days of final grading. 52) Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code. 53) All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements. 54) All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification. 55) All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed. 56) The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction Control Measures. 57) The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved. 58) The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S standards. All signage and striping shall fall under the requirements of the two year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. FORT COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION DISTRICT NOTES 1. All water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District standards and specifications. 2. Construction of water and sewer facilities require a pre-construction meeting with District operations staff prior to construction. 3. Contractor shall notify district inspectors prior to starting work. 4. Contractor shall contact the sanitation district for sewer inspection 48-hours prior to connecting to existing sewer stubs. 5. All commercial domestic services require a reduced pressure backflow prevention device. 6. All water service lines shall be a minimum of (5) five feet and a maximum of (6) six feet below final grade. 7. All District valves shall only be operated by District operations staff. 8. Pipe pressure and vacuum testing shall be witnessed by District inspectors. Waterline bacteria tests shall also be taken by District inspectors. 9. Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the District that includes the dollar value of the water and sewer improvements, listed separately. 10. As-builts shall be submitted in pdf and dwg to the District for final approval. 11. If groundwater is encountered within depth of sewer construction, manholes must be water-proofed. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002 GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the local entity. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the local entity engineer. Use of these plans after the expiration date will require a new review and approval process by the local entity prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the local entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the local entity engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the local entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards and specifications current at the date of approval of the plans by the local entity engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer shall be responsible for unknown underground utilities. 7. The developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the local entity prior to beginning construction. 10. The developer shall coordinate and cooperate with the local entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum is 5.5 fee unless otherwise noted in the plans and approved by the Water Utility. 14. A state construction dewatering wastewater discharge permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of the united states. 15. The developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the storm water management plan, and the erosion control plan. 16. The local entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the storm water utility department. Certification shall be submitted to the storm water utility department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Storm Water Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the development agreement. 18. The local entity including but not limited to City of Fort Collins, South Fort Collins Sanitation District and Fort Collins-Loveland Water District shall not be responsible for any damages or injuries sustained in this development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the local entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the final drainage and erosion control study entitled "Strauss Cabin Church Subdivision" prepared by United Civil Design Group LLC, and dated April 22, 2020, shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the erosion control plan. All erosion control measures shall be maintained in good repair by the developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the local entity street inspector. 22. No work may commence within any improved or unimproved public right-of-way until a right-of-way permit or development construction permit is obtained, if applicable. 23. The developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The developer shall notify the local entity engineering inspector (Fort Collins - 221-6605) and the local entity erosion control inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the local entity engineer is not available after proper notice of construction activity has been provided, the developer may commence work in the engineers absence. However, the local entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the developer shall be responsible for a re-design of the subject pavement section or, the developer may use the local entity's default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed professional engineer. The final report shall be submitted to the inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the local entity engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County floodplain resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as wild fire hazard areas shall be done in accordance with the construction criteria as established in the wild fire hazard area mitigation regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the local entity forester to schedule a site inspection for any tree removal requiring a permit. 30. The developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The developer shall submit a construction traffic control plan, in accordance with MUTCD, to the appropriate right-of-way authority. (local entity, county or state), for approval, prior to any construction activities within, or affecting, the right-of-way. The developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact local entity traffic operations department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The developer is responsible for all costs for the initial installation of traffic signing and striping for the development related to the development's local street operations. In addition, the developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the local entity engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the local entity. 35. The developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the designer for clarification, and annotate the dimension on the as-built record drawings. 37. The developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the developer shall contact the designer and the local entity engineer immediately. 39. The developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the local entity's inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer. GENERAL NOTES (CONTINUED) 40. The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD 88. BENCHMARK #1: FORT COLLINS 7-07 0.5 MILES SOUTH OF HARMONY RD. AND STRAUSS CABIN RD., ON THE WEST SIDE OF STRAUSS CABIN RD., ON THE NORTHWEST END OF HEADWALL OF THE BRIDGE OVER AN IRRIGATION CANAL ON A LARIMER COUNTY CAP ELEVATION=4879.16 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) = NAVD 88 DATUM - 3.19'. BASIS OF BEARINGS: ASSUMING THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, T.6N., R.68W., AS BEARING NORTH 02°06'15" WEST, AS MONUMENTED AS SHOWN ON THE STRAUSS CABIN CHURCH SUBDIVISION PLAT, BEING A GRID BEARING OF THE COLORADO STATE PLAN COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, A DISTANCE OF 2614.63 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity street repair standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the local entity engineer and/or the local entity inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the local entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: none. 48. Approved variances are listed as follows: None. STREET IMPROVEMENTS NOTES 1. All street construction is subject to the General Notes on the Cover Sheet of these plans as well as the street improvements notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed engineer, must be submitted to the local entity engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the local entity engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the local entity engineer. 5. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, reconstruction and repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the local entity engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in MUTCD (including Colorado supplement) and as per the right-of-way work permit traffic control plan. 8. The developer is required to perform a gutter water flow test in the presence of the local entity inspector and prior to installation of asphalt. Gutters that hold more than inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. And a single axle weight of at least 18,000 lbs. With pneumatic tires inflated to not less than 90 P.S.I.G. "proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the local entity engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be performed in the presence of an inspector. STORM DRAINAGE NOTES 1. All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the Development Agreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of the plans by the Director who may require that they be made to conform to standards and specifications current at that time. 2. The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locating unknown underground utilities. 3. These plans have been reviewed by the City for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City for accuracy or correctness of the calculations. Furthermore, the review does not imply that the quantities of the items on the plans are the final quantities required. The review shall not be construed in any reason as acceptance of financial responsibility by the City for additional quantities of items shown that may be required during the construction phase. 4. Prior to the commencement of any construction, the contractor must give the City Engineering Department (970-221-6605) and the Erosion Control Inspector (970-221-6700) twenty-four (24) hours advance. Initial erosion control measures must be installed and a site inspection by the Erosion Control Inspector is required before commencing construction activities. 5. Maintenance of onsite drainage facilities shall be the responsibility of the property owners. 6. All recommendations of the final drainage and erosion control study entitled "Strauss Cabin Church Subdivision" prepared by United Civil Design Group LLC, and dated April 22, 2020, shall be followed and implemented. 7. Prior to final inspection and acceptance by the City, certification of the drainage facilities by a Colorado registered professional engineer must be submitted to and approved by the City Stormwater Department. (including the applicable note as set forth below) For commercial and multi-family developments, certification of all drainage facilities shall be submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy for such lot. For single family developments, certification of all drainage facilities must be submitted to the City Stormwater Department in accordance with all conditions as prescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be submitted to the City Stormwater Department at least one week prior to the release of a certificate of occupancy for such lot. 8. If dewatering is used to install utilities, and discharge will be into the street, gutter, storm sewer, channel, irrigation ditch, or any waters of the State a State Construction Dewatering Industrial Wastewater Discharge Permit is required. 9. All land disturbing activities greater than or equal to one acre must comply with the State of Colorado permitting process for Stormwater Discharges Associated with Construction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or refer to the web site at http://www.cdphe.state.co.us/wq/PermitsUnit/. 10. Benchmark: See General Note Number 40. 11. If fill or dredged material is discharged into waters of the United States, a USACE 404 permit is required. 12. If construction affects any Colorado Highway, a Colorado Department of Transportation right-of-way permit is required. CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY 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. KEVIN BRAZELTON, PE #38837 DATE CERTIFICATION STATEMENT DISCLAIMER STATEMENT OWNER / APPLICANT FOSSIL CREEK CONCEPTS, LLC 1814 WILLOW SPRINGS WAY FORT COLLINS, CO 80528 PHONE: (970) 795-2173 CONTACT: CHRIS BASSETT CIVIL ENGINEER UNITED CIVIL DESIGN GROUP, LLC 1501 ACADEMY CT., STE 203 FORT COLLINS, CO 80524 PHONE: (970) 530-4044 CONTACT: KEVIN BRAZELTON PLANNER/LANDSCAPE ARCHITECT BHA DESIGN INC. 1603 OAKRIDGE DRIVE, SUITE 100 FORT COLLINS, CO 80525 PHONE: 970-223-7577 CONTACT: ANGELA MILEWSKI ARCHITECT HAUSER ARCHITECTS 3780 EAST 5TH STREET, SUITE 201 LOVELAND, CO 80538 PHONE: (970) 669-8220 CONTACT: KAHLIL DEERMAN SURVEYOR KING SURVEYORS 650 EAST GARDEN DRIVE WINDSOR, CO 80550 PHONE: (970) 686-5011 CONTACT: CHRIS DEPAULIS UTILITY PROVIDER CONTACT PHONE WATER/WASTEWATER FCLWD/SFCSD CHRIS PLETCHER (970) 226-3104 STORMWATER CITY OF FORT COLLINS UTILITIES MATT SIMPSON (970) 416-2754 POWER POUDRE VALLEY REA MAIN OFFICE (800) 432-1012 NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828 TELECOM CENTURYLINK ROBERT RULI (970) 490-7503 CABLE COMCAST DON KAPPERMAN (970) 567-0245 Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the information shown. UTILITY PROVIDERS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROJECT COORDINATES PROJECT DATUM: NAVD 88. BENCHMARK #1: CITY OF FORT COLLINS 7-07 0.5 MILES SOUTH OF HARMONY RD. AND STRAUSS CABIN RD., ON THE NORTHWEST END OF HEADWALL OF THE BRIDGE OVER AN IRRIGATION CANAL ON A LARIMER COUNTY CAP. ELEVATION=4879.16 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) = NAVD 88 DATUM - 3.19'. BASIS OF BEARINGS: ASSUMING THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, T.6N., R.68W., AS BEARING NORTH 02°06'15" WEST, AS MONUMENTED AS SHOWN ON THE STRAUSS CABIN CHURCH SUBDIVISION PLAT, BEING A GRID BEARING OF THE COLORADO STATE PLAN COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, A DISTANCE OF 2614.63 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. NOTE: 1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. 2. THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES, SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0. CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: PAGE # SHEET # SHEET NAME 1 C0.00 COVER SHEET 2-3 C0.01-C0.02 GENERAL NOTES 4 C1.00 EXISTING CONDITIONS AND REMOVALS PLAN 5 C2.00 HORIZONTAL CONTROL AND UTILITY PLAN 6 C3.00 GRADING & EROSION CONTROL PLAN 7-9 C4.00-C4.02 CONSTRUCTION DETAILS PROJECT TEAM SHEET INDEX VICINITY MAP 1"=500' All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT