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Home My WebLink AboutPOUDRE RIVER WHITEWATER PARK (FORMERLY POUDRE RIVER DOWNTOWN PARK) - FDP170017 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS (3)COLLEGE AVENUE BNSF RAILROAD UNION PACIFIC RAILROAD JEROME STREET CACHE LA POUDRE RIVER COY DITCH VINE DRIVE 1 1 Know what's R OWNER: CITY OF FORT COLLINS PARK PLANNING & DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE (970) 221-6618 UTILITY PLANS FOR POUDRE WHITEWATER PARK PROJECT LOCATED IN NORTHEAST QUARTER OF SECTION 11 AND NORTHWEST QUARTER OF SECTION 12 OF TOWNSHIP 7N, RANGE 69W OF LARIMER COUNTY, COLORADO AND IS LOCATED ENTIRELY WITHIN THE LIMITS OF THE CITY OF FORT COLLINS. JUNE 6, 2017 DESIGN ENGINEERS: ANDERSON CONSULTING ENGINEERS, INC. 375 EAST HORSETOOTH ROAD, BUILDING 5 FORT COLLINS, CO 80525 PHONE (970) 226-0120 LANDSCAPE ARCHITECTS: BHA DESIGN INC. 1603 OAKRIDGE DRIVE FORT COLLINS, CO 80525 PHONE (970) 223-7577 BENCHMARKS: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK #1-00. LOCATED ON CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DRIVE AND COLLEGE AVENUE ELEVATION = 4968.74 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJSUTED=NAVD88 - 3.17'. HORIZONTAL DATUM: CITY OF FORT COLLINS - GROUND MASTER COORDINATE SYSTEM. HORIZONTAL CONTROL BASED ON THE LARIMER COUNTY HARN DENSIFICATION OF THE COLORADO STATE PLANE NETWORK INDEMNIFICATION STATEMENT: 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 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 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 ENGINEER 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 COVER IS 5.5 FEET 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 ABBREVIATIONS MAPPING LEGEND Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 3 3 PROJECT INFORMATION SHEET CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CACHE LA POUDRE RIVER BNSF RAILROAD CACHE LA POUDRE RIVER COLLEGE AVENUE UNION PACIFIC RAILROAD LAKE CANAL JEROME STREET VINE DRIVE COY DITCH Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 4 4 SURVEY CONTROL AND GEOTECHNICAL BOREHOLE LOCATIONS CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 5 5 BOREHOLE LOGS CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL UNION PACIFIC RAILROAD COLLEGE AVENUE VINE DRIVE JEROME STREET Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 6 C1 DEMOLITION PLAN (1 OF 2) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. VINE DRIVE BNSF RAILROAD JEROME STREET Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 7 C2 DEMOLITION PLAN (2 OF 2) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. UNION PACIFIC RAILROAD COLLEGE AVENUE VINE DRIVE JEROME STREET VINE DRIVE Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 8 C3 UTILITY AND HORIZONTAL PLAN (1 OF 2) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL VINE DRIVE BNSF RAILROAD JEROME STREET Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 9 C4 UTILITY AND HORIZONTAL PLAN (2 OF 2) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL UNION PACIFIC RAILROAD COLLEGE AVENUE VINE DRIVE JEROME STREET Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 10 C5 GRADING PLAN (1 OF 4) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. VINE DRIVE BNSF RAILROAD JEROME STREET Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 11 C6 GRADING PLAN (2 OF 4) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 12 C7 GRADING PLAN (3 OF 4) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. VINE DRIVE Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 13 C8 GRADING PLAN (4 OF 4) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. VINE DRIVE JEROME STREET 4955 4960 4965 4955 4960 4965 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 EX SLOPE =1.4% LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 BEARING N89.090554W N89.004784W S89.240585W N89.324733W N89.181829W N89.115395W N89.115396W N89.221548W N89.230650W N89.230650W N89.233755W N89.340711W N89.213468W N89.212887W N89.212887W N89.212887W N73.471472W LENGTH 24.82 8.77 7.27 3.03 6.10 20.25 20.25 92.01 42.84 45.91 37.73 VINE DRIVE JEROME STREET 4955 4960 4965 4955 4960 4965 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 EX SLOPE = 0.54% CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 ARC LENGTH 11.81 11.20 11.20 11.81 6.38 24.63 RADIUS 20.00 20.00 20.00 20.00 20.00 60.00 CHORD BEARING S73°04'42"W S73°35'58"W N72°25'10"W N71°53'54"W S75°57'21"W S78°46'54"W CHORD LENGTH 11.64 11.05 11.05 11.64 6.35 24.45 DELTA ANGLE 033°50'35" 032°04'38" 032°04'38" 033°50'35" 018°16'49" 023°31'05" LINE TABLE LINE # L1 L2 L3 L4 0+00.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 0+50.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 1+00.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 1+50.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 2+00.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 2+50.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 3+00.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 3+50.00 4955 4960 4965 VINE DRIVE JEROME ST. 4955 4960 4965 4970 4955 4960 4965 4970 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 4955 4960 4965 4970 4955 4960 4965 4970 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 4955 4960 4965 4970 4955 4960 4965 4970 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 NORTH FLOWLINE CENTERLINE SOUTH FLOWLINE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 ARC LENGTH 11.81 11.20 11.20 11.81 6.50 24.84 27.18 8.19 RADIUS 20.00 20.00 20.00 20.00 20.00 60.00 60.00 20.00 ONLY ONLY COLLEGE AVENUE JEROME ST. VINE DRIVE ONLY ONLY COLLEGE AVENUE JEROME ST. VINE DRIVE Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 18 C13 VINE DRIVE PROPOSED AND ULTIMATE STRIPING PLAN CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL FUTURE/ULTIMATE STRIPING PLAN PROPOSED/INTERIM STRIPING PLAN NOTE: SEE DETAIL SHEET D5 FOR GENERAL STRIPING AND SIGNAGE DETAILS BNSF RAILROAD COY DITCH VINE DRIVE A A 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 0+00 0+50 1+00 1+50 2+00 2+50 3+00 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 0+00 0+50 0+65 Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 19 C14 WATER QUALITY PLAN AND DETAILS CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 1+61 1+50 1+00 0+50 0+00 APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CACHE LA POUDRE RIVER NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 20 C15 STORM SEWER LINE A PLAN & PROFILE CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 0+00 0+50 1+00 1+50 1+71 APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 21 C16 STORM SEWER LINE B PLAN & PROFILE CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN VINE DRIVE 4949 4950 4955 4960 4949 4950 4955 4960 1+90 1+50 1+00 0+50 0+00 APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 22 C17 STORM SEWER LINE C PLAN & PROFILE CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN VINE DRIVE 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 0+00 0+50 1+00 1+50 1+89 APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 23 C18 STORM SEWER LINE D PLAN & PROFILE CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 1+77 1+50 1+00 0+50 0+00 APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 24 C19 STORM SEWER LINE E PLAN & PROFILE CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 0+60 0+50 0+00 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 0+85 0+50 0+00 APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 25 C20 STORM SEWER LINE F AND FIRE HYDRANT PLAN & PROFILES CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN CACHE LA POUDRE RIVER 4940 4945 4950 4955 4960 4965 4970 4975 4940 4945 4950 4955 4960 4965 4970 4975 1+00 0+50 0+00 MAIN LINE CACHE LA POUDRE RIVER CACHE LA POUDRE RIVER 4945 4950 4955 4960 4965 4970 4975 4980 4945 4950 4955 4960 4965 4970 4975 4980 0+90 0+50 0+00 WEST LINE 4945 4950 4955 4960 4965 4970 4975 4980 4945 4950 4955 4960 4965 4970 4975 4980 0+00 0+50 0+80 EAST LINE APPROVED: CITY ENGINEER DATE CHECKED BY: CACHE LA POUDRE RIVER BNSF RAILROAD CACHE LA POUDRE RIVER COLLEGE AVENUE UNION PACIFIC RAILROAD LAKE CANAL JEROME STREET VINE DRIVE COY DITCH RS RS RS RS IP IP IP-EL IP-EL IP IP OP OP OP OP OP OP OP IP IP IP-EL ST ST ST ECM Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 27 C22 EROSION CONTROL PLAN CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL RS IP OP IP-EL ST ECM 230930 230969 231062 229596 230464 230021 230626 230549 229943 AH ZONE WSEL=4962.1 CACHE LA POUDRE RIVER BNSF RAILROAD CACHE LA POUDRE RIVER COLLEGE AVENUE UNION PACIFIC RAILROAD LAKE CANAL JEROME STREET VINE DRIVE COY DITCH Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 28 C23 FLOODPLAIN PLAN CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. PORTIONS OF THE PROJECT AREA ARE LOCATED IN THE FEMA REGULATORY CACHE LA POUDRE RIVER 100-YEAR FLOODPLAIN AND FLOODWAY. ALL DEVELOPMENT MUST SATISFY REQUIREMENTS OF CHAPTER 10 OF CITY CODE. 2. PRIOR TO BEGINNING ANY WORK IN THE FLOODWAY FRINGE A FLOODPLAIN USE PERMIT IS REQUIRED. 3. PRIOR TO BEGINNING ANY WORK IN THE FLOODWAY AN APPROVED NO-RISE CERTIFICATE IS REQUIRED 4. NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY 5. NO FILL IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO-RISE". NO MANUFACTURED HOMES, EXCEPT IN AN EXISTING PARK, CAN BE PLACED IN THE FLOODWAY. NO CHANGING A NONCONFORMING NON-RESIDENTIAL OR MIXED USE STRUCTURE TO A RESIDENTIAL STRUCTURE. LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUT A HYDRAULIC BEDDING REQUIRMENTS Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 29 D1 DETAIL SHEET (1 OF 7) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. SIDEWALK 8" Commercial Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 30 D2 DETAIL SHEET (2 OF 7) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL or equivalent. (typical both sides) With curb walk, cover plate extends from property line to top of walk face. 6" VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A-A (2 VIEWS) COMBINATION CURB, GUTTER, AND SIDEWALK center, Nelson Standard Anchor 3" #4 Bar Welded at 12" on L = 1 1/4" x 1 1/4" x 1/4" 5/8" Rolled Steel Tread Plate SECTION C-C 1.0' (minimum) approved by the Engineer. Right of Way line to flow line unless 2. Chase and cover plate run from 1. Length of steel plate varies. Notes: Dimension Variable (diamond pattern) 5/8" Rolled Steel Tread Plate 4'-0" or as Directed Retaining Screws at Top of Curb C B A C B PLAN VIEW A Street 10 3/8" SECTION B-B 6" 1 1/4" Attached Ft. Collins only Detached Sidewalk finish 12" on center Screw Brass or Electro-galv. 1/2" x 1" Flat Head Mach. threaded to receive screw. Angle iron to be drilled and screw to extend into the Concrete to be drilled to allow Lip of Gutter concrete (typical both sides). (typical both sides) F L Sidewalk X (Varies, See Plans Xmax=2.0') d (Varies, See Plans) Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 31 D3 DETAIL SHEET (3 OF 7) CITY OF FORT COLLINS POUDRE RIVER Chapter 25   Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 32 D4 DETAIL SHEET (4 OF 7) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PAVEMENT MARKINGS NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL (FORT COLLINS ONLY) Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 33 D5 DETAIL SHEET (5 OF 7) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 34 D6 DETAIL SHEET (6 OF 7) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL Drawn on: 3-16-11 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. NOTES: * Use ECMDS for more accurate staple pattern selection. 2"-5" (5-12.5cm) 3.3' (1m) 6' (1.8m) 3' (0.9m) 4' (1.2m) 1.6' (0.5m) 2' (0.6m) 10" (25cm) 10"(25cm) 20"(0.5m) 0.7 Staples per SQ.YD. 1.15 Staples per SQ.YD. 1.7 Staples per SQ.YD. 3.4 Staples per SQ.YD. 3.75 Staples per SQ.YD. 4:1 Slopes (A) 3:1 Slopes (B) 2:1 Slopes (C) 1:1 & Steeper Slopes (D) Medium/High Flow Channel (D) High Flow Channel And Shoreline (E) Drawing Not To Scale A B C D E 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 6' (1.8m) 3.3' (1m) 3.3' (1m) 3' (0.9m) 3.3' (1m) 3.3' (1m) 3.3' (1m) 1.6' (0.5m) 4' (1.2m) 4' (1.2m) 2' (0.6m) 2' (0.6m) 20"(0.5m) R 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com Drawing Not To Scale 1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the channel by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12"(30cm) of RECPs extended beyond the up-slope portion of the trench. Use ShoreMax mat at the channel/culvert outlet as supplemental scour protection as needed. Anchor the RECPs with a row of staples/stakes approximately 12"(30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12" apart across the width of the RECPs. 3. Roll center RECPs in direction of water flow in bottom of channel. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. Place consecutive RECPs end-over-end (Shingle style) with a 4"-6" overlap. Use a double row of staples staggered 4" apart and 4" on center to secure RECPs. 5. Full length edge of RECPs at top of side slopes must be anchored with a row of staples/stakes approximately 12"(30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. 6. Adjacent RECPs must be overlapped approximately 2"-5" (5-12.5cm) (Depending on RECPs type) and stapled. 7. In high flow channel applications a staple check slot is recommended at 30 to 40 foot (9 -12m) intervals. Use a double row of staples staggered 4"(10cm) apart and 4"(10cm) on center over entire width of the channel. 8. The terminal end of the RECPs must be anchored with a row of staples/stakes approximately 12" (30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. Drawn on: 3-16-11 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. 2"-5" (5-12.5cm) 6 2 4 12"(30cm) 6" (15cm) 6" (15cm) 4"-6" (10-15cm) 8 6" (15cm) 5 7 4"(10cm) 3 1 A B C A B C NOTES: *Horizontal staple spacing should be altered if necessary to allow staples to secure the critical points along the channel surface. **In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECP's. CRITICAL POINTS A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side Slope Vertices 4"(10cm) 6" (15cm) 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 35 D7 DETAIL SHEET (7 OF 7) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ANALYSIS TO SHOW "NO-RISE". NO STORAGE OF MATERIALS OR EQUIPMENT. 6. ALL PERMANENT FLOATABLE INFRASTRUCTURE TO BE ANCHORED. 7. NO OVERNIGHT PARKING ALLOWED IN PARKING LOTS WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL UNDISTURBED AREAS ARE INTENDED TO BE MAINTAINED IN A NATIVE AND/OR DROUGHT-TOLERANT LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES AND REQUIREMENTS FOR PROTECTING NATURAL FEATURES. 2. PROPERTY CORNER COORDINATES HAVE BEEN IDENTIFIED ON THE SURVEY CONTROL SHEET FOR REFERNCE. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 26 C21 POWERHOUSE STORM SEWER IMPROVEMENTS PLAN & PROFILES CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN SURVEY CONTROL SHEET FOR REFERNCE. CHORD BEARING S73°04'42"W S73°35'58"W N72°25'10"W N71°53'54"W S76°02'20"W S78°46'54"W N77°03'52"W N75°03'25"W CHORD LENGTH 11.64 11.05 11.05 11.64 6.48 24.66 26.95 8.14 DELTA ANGLE 033°50'35" 032°04'38" 032°04'38" 033°50'35" 018°37'53" 023°43'02" 025°57'07" 023°28'08" LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 BEARING N89.391818W N89.474279W N89.115396W N89.221548W N89.230650W S83.021850W N89.231672W N81.482151W N89.240428W S82.504733W N89.223258W N82.115068W N88.405794W N89.212887W N89.212887W N89.315033W N89.395286W N89.235924W S83.325058W N89.223258W N82.121000W N89.120361W S89.441142W N89.221548W N89.254194W S88.532161W LENGTH 14.11 12.14 40.49 92.01 41.96 8.00 32.00 8.01 40.03 8.13 12.00 8.01 3.40 305.80 89.81 2.65 143.71 14.45 8.12 24.00 8.01 10.96 21.21 26.27 773.73 28.64 LINE TABLE LINE # L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 BEARING S88.283976W S88.400266W N89.323348W N89.233262W N89.053138W N88.245214W N89.235388W N85.192224W S89.515642W S85.033834W N89.483158W N89.221548W N89.114297W N82.121000W N89.223258W S83.325058W N89.223258W N89.223258W N88.574318W N88.313071W N89.053683W N89.245072W N89.473500W N89.072201W N89.015689W N89.245610W LENGTH 65.34 33.49 130.18 2.73 15.34 5.52 189.15 23.85 48.34 23.90 5.16 109.36 10.61 8.01 24.00 8.12 15.81 336.39 80.25 29.51 26.14 13.30 23.57 9.82 36.80 10.77 Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 17 C12 VINE DRIVE ULTIMATE DESIGN PLAN & PROFILE CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 4+00.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 4+50.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 5+00.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 5+50.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 6+00.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 6+50.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 7+00.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 7+50.00 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 7+63.49 4955 4960 4965 4955 4960 4965 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 2.0% EX ROW VINE DRIVE TYPICAL SECTION NTS EX ROW EX ROW PP ROW PP UE 2.6% 2.5% 3.0% 3.7% 3.8% 3.0% 2.5% 2.0% 2.0% 2.2% 2.1% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 4:1 4:1 4:1 4:1 4:1 4:1 3.0:1 EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW VINE DR ULTIMATE CL (EX SECTION LINE) PP ROW PP UE EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW PP ROW PP UE EX ROW EX ROW EX ROW EX ROW EX ROW EX ROW 3.8% 2.0% 1:24 2.0% 3.9% 3.5% 1.8% 1.6% 2.0% 2.0% 3.7% 4:1 4:1 4:1 2.2% 2.0% 3.0% 3.2% 1.5% 2.1% 1.5% 2.2% 2.6% 2.0% 2.0% 2.2% 2.4% 2.2% 1.8% 2.4% 2.2% 2.0% 1.8% 1.8% VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) VINE DR ULTIMATE CL (EX SECTION LINE) EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN EX CL/CROWN Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 16 C11 VINE DRIVE CROSS SECTIONS CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL L5 L6 L7 L8 L9 BEARING N89.090554W N89.004784W S89.240585W N89.324733W N89.181829W N89.115395W N89.115396W N89.221548W N89.230650W LENGTH 24.82 8.77 7.27 3.03 6.10 20.25 20.25 92.01 42.84 LINE TABLE LINE # L10 L11 L12 L13 L14 L15 L16 L17 BEARING N89.230650W N89.233755W N89.340711W N89.213468W N89.212887W N89.212887W N89.212887W N73.471472W LENGTH 45.91 37.73 34.99 2.80 152.90 152.90 89.71 30.59 Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 15 C10 VINE DRIVE PLAN & PROFILE (2 OF 2) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL 34.99 2.80 152.90 152.90 89.71 30.59 Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 14 C9 VINE DRIVE PLAN & PROFILE (1 OF 2) CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL 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 STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER 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 STORMWATER 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 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 (NAME OF THE STUDY AND DATE) BY (ENGINEERING FIRM) 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 ENGINEER 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 RIGHTOF-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. 40. PROJECT DATUM = NAVD88 BENCHMARK #1-00. LOCATED ON CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DRIVE AND COLLEGE AVENUE ELEVATION = 4968.74 41. ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE (INSERT PROPER WORD) 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: (LIST). 48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT). CONSTRUCTION NOTES A. GRADING AND EROSION AND SEDIMENT CONTROL PLAN NOTES 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTSOF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10. 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 WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (WITHIN LOVELAND GMA AND CITY LIMITS ONLY). a. BELOW ALL GUTTER DOWNSPOUTS. b. OUT TO DRAINAGE SWALES. c. ALONG LOT PERIMETER. d. OTHER LOCATIONS, IF NEEDED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. 18. ADD NOTES TO REFLECT THE STORMWATER RUNOFF CONTROL PLAN OF THE INDIVIDUAL DEVELOPMENT. B. 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. 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. FT. COLLINS ONLY. 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 M.U.T.C.D. (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 ¼ 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 THAT 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 PREFORMED IN THE PRESENCE OF AN INSPECTOR. C. TRAFFIC SIGNING AND PAVEMENT MARKING 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. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY 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 2-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. D. STORM DRAINAGE NOTES 1. THE CITY OF FORT COLLINS 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). 2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY (NAME OF THE STUDY AND DATE) BY (ENGINEERING FIRM) SHALL BE FOLLOWED AND IMPLEMENTED. 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER 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. E. WATERLINE NOTE 1. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. Civil ▪ Water Resources ▪ Environmental 375 East Horsetooth Road, Building 5, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 www.acewater.com 2 2 GENERAL NOTES CITY OF FORT COLLINS POUDRE RIVER WHITEWATER PARK FINAL DEVELOPMENT PLAN APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. WATER, SEWER, ELECTRIC CITY OF FORT COLLINS 700 WOOD STREET FORT COLLINS, CO 80521 970-221-6700 NATURAL GAS XCEL ENERGY 1901 E. HORSETOOTH ROAD FORT COLLINS, CO 80525 970-225-7828 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 UTILITY PROVIDERS: CABLE COMCAST 1201 UNIVERSITY AVE. FORT COLLINS, CO 80521 (800) 934-6489 TELEPHONE SERVICE CENTURY LINK 3702 AUTIMATION DR, SUITE 106 FORT COLLINS, CO 80525 970-490-7508 GEOTECHNICAL ANALYSIS BY EEC, LLC "SUBSURFACE EXPLORATION REPORT PROPOSED CITY OF FORT COLLINS - POUDRE RIVER WHITEWATER PARK AND VINE DRIVE IMPROVEMENTS" EEC PROJECT NO. 1132044 DECEMBER 8, 2016 APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL INDEX OF SHEETS SHEET NO. INDEX NO. DESCRIPTIONS