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Home My WebLink AboutSAINT JOHN XXIII CATHOLIC CHURCH AND LOMBARDY STUDENT HOUSING - PDP190001 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 MAY 2019 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. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: VICINITY MAP NORTH PROJECT DATUM: NAVD88 City of Fort Collins Benchmark 20-97 At the Southwest corner of West Elizabeth and Constitution Ave. on a concrete traffic signal base. ELEV.= 5050.15 City of Fort Collins Benchmark 19-97 At the Southeast corner of West Elizabeth and Shields St., on a concrete traffic signal base. ELEV.= 5025.74 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) = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the East line of the Southeast Quarter of Section 15-7-69 as bearing South 00° 29' 45" West (assumed bearing). Flatirons, Inc. Project No. 18-71,080 SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C002 GENERAL & CONSTRUCTION NOTES 2 A. 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 City of Fort Collins. 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 City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins 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 City of Fort Collins, 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins 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 City of Fort Collins prior to beginning construction. VAULT F.O. VAULT TELE ELEC VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C ELEC T T T CC CC ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. CONTROL IRR CONTROL IRR AC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR M CONTROL IRR CONTROL IRR CONTROL IRR T T T CONTROL IRR FO FO FO FO FO FO FO CONTROL IRR CONTROL IRR AC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR M CONTROL IRR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC FO FO / / / / / / / / G G G G G G G G G VAULT F.O. VAULT TELE ELEC VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. T T T ELEC VAULT ELEC T ELEC ELEC FO FO FO FO X X X X X X X V AULT ELEC UNIVERSITY AVENUE CITY PARK AVENUE WEST ELIZABETH STREET NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. CONTROL IRR M CONTROL IRR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC FO FO X UNIVERSITY AVENUE SOUTH SHIELDS STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. DN UP DN DN DN DN X X X X X X X X X X X X X UD UD UD UD UD UD UD UD UD UD UD UD UD UD F W F F S F S S S F E FDC FDC FDC FDC E E E E E E E E E E E E E S VAULT ELEC VAULT ELEC VAULT ELEC FDWH E E E E E E S W F W W G G G G W V AULT F.O. VAULT ELEC TELE UD UD UD UD UD UD UD UD UD F F S F F S F E E E FDC FDC E E E E E E E E E E E VAULT ELEC VAULT ELEC E E E E E E E E E E W F G W G G VAULT F.O. VAULT TELE ELEC VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C ELEC BRKR ELEC BRKR UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD F F W F S S FDC FDC E E E E E E E E E E E E E E E E E S V AULT ELEC FDWH E E E E E E E E E E S F G F W G G W B M FO FO FO FO FO FO FO CONTROL IRR M CONTROL IRR B M VAULT F.O. VAULT ELEC TELE VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC VAULT ELEC VAULT ELEC VAULT VAULT ELEC ELEC VAULT TELE VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. T T T ELEC VAULT ELEC T ELEC ELEC CONTROL IRR M CONTROL IRR ELEC UD VAULT F.O. VAULT TELE ELEC VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C T T T ELEC VAULT ELEC T ELEC ELEC FO FO FO X X X X X X X X X X V AULT ELEC X X X X X X X X X X X X X X X X X X X X X X TF UNIVERSITY AVENUE CITY PARK AVENUE JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 JDH2 INVESTMENTS LLC 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 7' SIDEWALK PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD C ONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. X X X X X X X TF TF X X X UNIVERSITY AVENUE NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. 1221 W. ELIZABETH ST. PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 10' SIDEWALK EXISTING 30" VERTICAL DRIVEWAY CURB & GUTTER 9' UTILITY EASEMENT 5' SIDEWALK 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 24' FL-FL 46' DRIVE-OVER 9' CURB CUT CURB & GUTTER 10' UTILITY EASEMENT EXISTING UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD M ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ST ST ST ELEC ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D N UP DN DN DN DN X X X X X X X X X X X ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS UD UD D N DN DN X X TF DN UNIVERSITY AVENUE SOUTH SHIELDS STREET WEST ELIZABETH STREET 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED SAWCUT 15' UTILITY EASEMENT 52' HALF-ROW PROPOSED STRIPING ±11' TRAVEL LANE 11' TURN LANE 11' TRAVEL LANE 6' BIKE LANE 6' SIDEWALK PROPOSED 30" VERTICAL CURB & GUTTER EXISTING 18" VERTICAL CURB & GUTTER MATCH EXISTING FLOWLINE MATCH EXISTING FLOWLINE 6' SIDEWALK PROPOSED 2' SIDEWALK CULVERT PROPOSED 10' B M VAULT F.O. VAULT ELEC TELE VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC VAULT ELEC VAULT ELEC VAULT VAULT ELEC ELEC VAULT TELE VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. T T T ELEC VAULT ELEC T ELEC ELEC CONTROL IRR M CONTROL IRR ELEC SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C701 EROSION CONTROL DETAILS 16 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R VTC ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS 001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD 004 CONSTRUCTION FENCE w/ WATTLE TEMPORARY CHAIN-LINK FENCE WATTLE MATERIAL TEMPORARY CHAIN-LINK FENCE WATTLE MATERIAL UD UD UD UD UD UD UD UD UD UD UD UD UD UD V AULT ELEC VAULT ELEC VAULT ELEC B M VAULT F.O. VAULT ELEC TELE VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC VAULT ELEC VAULT ELEC VAULT VAULT ELEC ELEC VAULT TELE VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT UD UD UD UD UD UD UD UD UD UD UD UD UD UD E FDC FDC FDC FDC E E E E E E E E E E E E E VAULT ELEC VAULT ELEC VAULT ELEC FDWH E E E E E E G G G G VAULT F.O. VAULT TELE ELEC VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC VAULT ELEC VAULT ELEC VAULT VAULT ELEC ELEC VAULT TELE VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. T T T ELEC VAULT ELEC T ELEC ELEC CONTROL IRR M CONTROL IRR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC T T T X T T T T T T X X T T T T T T T T T T ST ST ST ST ST ST ST ST V AULT ELEC DN UP DN DN DN DN X X X X X X X X X X X X X X TF TF TF TF X DN X UNIVERSITY AVENUE UNIVERSITY AVENUE SOUTH SHIELDS STREET CITY PARK AVENUE WEST ELIZABETH STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. 5035 5034 5033 5032 5031 5031 5027 5027 5028 5028 5029 5029 5030 5030 658 688 709 740 796 814 875 935 995 1036 1056 1169 1225 1316 1705 777 1409 1847 1946 2073 1536 5026.7 5026.8 5026.8 5026.9 5026.8 5026.8 5026.8 5026.9 5026.9 5027.6 5028.1 5028.6 5029.1 5029.8 5030.8 5031.8 5032.8 5034.5 5026.7 5026.5 5026.2 BLDG A BLDG B BLDG C CHURCH BLDG FFE=39.60 FFE=33.60 FFE=33.60 FFE=30.50 FFE=32.00 FFE=30.50 FFE=32.00 FFE=30.50 FFE=37.00 APPROXIMATE FUTURE 100-YR FLOODPLAIN NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C900 FLOODPLAIN EXHIBIT 18 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH LEGEND: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPERTY BOUNDARY CROSS-SECTION (CSU CLOMR) NOTES: 1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION 2. THIS PROJECT IS LOCATED WITHIN A CITY-REGULATED 100-YEAR FLOODWAY AND FLOOD FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. 3. ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88). 4. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED. 5. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 6. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 7. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 8. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING, DATED MAY 1, 2019 FOR ADDITIONAL INFORMATION. 9. A POST-CONSTRUCTION ELEVATION CERTIFICATE MUST BE APPROVED BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. 10. ALL HVAC EQUIPMENT IS TO BE PLACED AT OR ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 11. HORIZONTAL CONTROL: CITY OF FORT COLLINS GROUND MASTER CONTROL. 12. APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET REGULATORY REQUIREMENTS AND IS CONTINUING THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN REQUIREMENTS BASED ON THE CURRENT REGULATORY FLOODPLAIN MAY BE HELD UP IF THE LOMR IS NOT FINISHED AND REGULATORY. 13. THIS PROPERTY IS LOCATED WITHIN A CITY REGULATED 100-YEAR FLOODPLAIN AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. 14. RESIDENTIAL USES IN THE 100-YEAR FLOODPLAIN MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 15. CRITICAL FACILITIES, INCLUDING FACILITIES FOR AT-RISK POPULATIONS, ARE PROHIBITED WITHIN THE 100-YEAR FLOODPLAIN. 16. PER SECTION 10-103 (9), CRITICAL FACILITIES ARE PROHIBITED IN THE FLOODPLAIN. THE DEFINITION FOR CRITICAL FACILITIES INCLUDES FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.). THIS REGULATION DOES NOT INCLUDE SUNDAY SCHOOL TYPE SERVICES WHERE PARENTS ARE ON-SITE WITH THEIR CHILDREN. FIELD SURVEY BY: BENCHMARKS: NTS BASE FLOOD ELEVATION (CSU CLOMR) ELEVATION NGVD 88 5000 100-YR FLOODPLAIN 100-YR FLOODWAY FLATIRONS, INC. PROJECT NO. 18-71,080 DATE: APRIL 2018 ADDITIONAL SURVEY: NORTHERN ENGINEERING SERVICES PROJECT NO. 1560-001 DATE: OCTOBER 2018 1036 PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 20-97 AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND CONSTITUTION AVE. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV.= 5050.15 CITY OF FORT COLLINS BENCHMARK 19-97 AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV.= 5025.74 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) = NAVD88 - 3.18' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 15-7-69 AS BEARING SOUTH 00° 29' 45" WEST (ASSUMED BEARING). F.O. T T T ELEC VAULT ELEC T ELEC ELEC CONTROL IRR M CONTROL IRR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC X X X ST ST ST ST ST ST V AULT ELEC DN UP DN DN DN DN X X X X X X X X X X X X X X TF TF TF TF X DN X UNIVERSITY AVENUE UNIVERSITY AVENUE SOUTH SHIELDS STREET CITY PARK AVENUE WEST ELIZABETH STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. 100-YR FLOODWAY 100-YR FLOODPLAIN CONNECT TO EXISTING STORM INLET 100-YR FLOODWAY 100-YR FLOODPLAIN EXISTING STORM DRAIN PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN PROPOSED STORM DRAIN EXISTING STORM DRAIN (PRIVATE) PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET EXISTING INLET PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED UNDERDRAIN PROPOSED AREA DRAIN BASIN 2 3 OS1 OS2 OS1 OS3 OS3 1 3 OS2 2 1 BLDG A BLDG B BLDG C CHURCH BLDG PROPOSED STORM DRAIN PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN APPROXIMATE FUTURE 100-YR FLOODPLAIN PROPOSED AREA DRAIN BASIN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT A FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 NOTES: 1. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING, DATED MAY 1, 2019 FOR ADDITIONAL INFORMATION. 2. APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET REGULATORY REQUIREMENTS AND IS CONTINUING THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN REQUIREMENTS BASED ON THE CURRENT REGULATORY FLOODPLAIN MAY BE HELD UP IF THE LOMR IS NOT FINISHED AND REGULATORY. 3. THIS PROPERTY IS LOCATED WITHIN A CITY REGULATED 100-YEAR FLOODPLAIN AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. 4. RESIDENTIAL USES IN THE 100-YEAR FLOODPLAIN MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 5. CRITICAL FACILITIES, INCLUDING FACILITIES FOR AT-RISK POPULATIONS, ARE PROHIBITED WITHIN THE 100-YEAR FLOODPLAIN. BENCHMARK FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION C SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C800 DRAINAGE EXHIBIT 17 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 1 0.15 0.93 1.00 5.6 5.1 0.4 1.5 2 2 4.88 0.93 1.00 15.9 15.4 8.3 31.8 3 3 0.53 0.93 1.00 11.1 10.5 1.0 4.0 OS1 OS1 0.33 0.95 1.00 5.1 5.0 0.9 3.3 OS2 OS2 0.38 0.95 1.00 5.5 5.0 1.0 3.8 OS3 OS3 0.86 0.95 1.00 5.4 5.0 2.3 8.6 PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 20-97 AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND CONSTITUTION AVE. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV.= 5050.15 CITY OF FORT COLLINS BENCHMARK 19-97 AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV.= 5025.74 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) = NAVD88 - 3.18' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 15-7-69 AS BEARING SOUTH 00° 29' 45" WEST (ASSUMED BEARING). STAKE PER WATTLE DIKE SPECIFICATIONS SIDE VIEW CF CWA 005 WD 006 CURB INLET PROTECTION IP SWALE WATTLE DIKE WITH NO GAPS (TYP.) TIGHTLY ABUTTING ENTRENCH 3" FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) IP 007 DROP INLET WATTLE FILTER OFF-SITE ON-SITE OFF-SITE ON-SITE BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC X X X ST ST ST ST ST ST V AULT ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD E E E E E E E E E E E E E E V AULT ELEC VAULT ELEC VAULT ELEC E E E E E E G G G G D N UP DN DN DN DN X X X X X X X X X X X X X X TF TF TF TF X DN X UNIVERSITY AVENUE UNIVERSITY AVENUE SOUTH SHIELDS STREET CITY PARK AVENUE WEST ELIZABETH STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. 100-YR FLOODWAY 100-YR FLOODPLAIN CONNECT TO EXISTING STORM INLET EXISTING STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED INLET PROPOSED INLET EXISTING CONCRETE PAN EXISTING PROPOSED CONCRETE PAN INLET PROPOSED INLET PROPOSED 2' SIDEWALK CULVERT PROPOSED 2' PROPOSED CONCRETE PAN STORMTECH CHAMBERS PROPOSED INLET EXISTING INLET PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED UNDERDRAIN PROPOSED STORM DRAIN PROPOSED UNDERDRAIN CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF 100-YR FLOODPLAIN 100-YR FLOODPLAIN PROPOSED AREA DRAIN BASIN PROPOSED 10' CONCRETE PAN VTC CWA CF WD RS IP IP IP IP IP IP IP IP IP IP CF CF CF CF IP RS RS RS RS BLDG A BLDG B BLDG C CHURCH BLDG TUBULAR MARKER (SEE DETAIL) TUBULAR MARKER (SEE DETAIL) TUBULAR MARKER (SEE DETAIL) TUBULAR MARKER (SEE DETAIL) TUBULAR MARKER (SEE DETAIL) PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN IP IP IP IP PROPOSED AREA DRAIN BASIN IP APPROXIMATE FUTURE 100-YR FLOODPLAIN SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C700 EROSION CONTROL PLAN 15 NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: Saint John XXIII and Lombardy Student Housing CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) Structural "Installation" Flow Barriers (Bales, Wattles, etc.) (RS) UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Concrete Washout Area (CWA) * All Temporary BMPs to be Removed once Construction is Complete Vehicle Tracking Pad * (VTC) Construction Fence w/ Wattle (CF) NORTH 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT RAIN GARDENS AND MODIFIED RAIN GARDEN FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 18. DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 19. CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 20. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. EROSION CONTROL NOTES: BENCHMARK NOTE: ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2. TOTAL DISTURBED AREA = 5.56 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING, DATED MAY 1, 2019, BY NORTHERN ENGINEERING, FOR ADDITIONAL INFORMATION. 6. FOR ADDITIONAL INFORMATION SEE SEPARATE STORMWATER MANAGEMENT PLAN / EROSION CONTROL REPORT FOR SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING. 7. CONTRACTOR SHALL INSTALL PAVERS AS LATE AS FEASIBLE IN THE CONSTRUCTION PROCESS AND SHALL PROTECT IN PLACE ONCE INSTALLED TO PREVENT SEDIMENT LOADING OF THIS DRAINAGE FACILITY DURING CONSTRUCTION. GENERAL NOTES: LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET VEHICLE TRACKING CONTROL PAD CONSTRUCTION FENCE w/ WATTLE CF CONCRETE WASHOUT ROCK SOCK CWA RS VTC CF WATTLE DIKE WD INLET PROTECTION IP PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 20-97 AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND CONSTITUTION AVE. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV.= 5050.15 CITY OF FORT COLLINS BENCHMARK 19-97 AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV.= 5025.74 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) = NAVD88 - 3.18' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 15-7-69 AS BEARING SOUTH 00° 29' 45" WEST (ASSUMED BEARING). Paver Protection (PP) CONCRETE PAN CHURCH BLDG EXISTING STORM DRAIN 53' STORAGE 96' TAPER 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 5025.84 5025.96 5026.09 5026.21 5026.34 5026.46 5026.59 5026.71 5026.87 5027.12 5027.36 5027.61 0.50% 0.98% PVI STA = 10+00.00 PVI ELEV = 5025.71 PVI STA = 12+17.57 PVI ELEV = 5026.80 PVI STA = 13+09.97 PVI ELEV = 5027.71 (0.60%) PROPOSED FLOWLINE GRADE EXISTING GROUND PROPOSED FLOWLINE GRADE EXISTING GROUND FLOW LINE 9+50 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 FLOW LINE 10+00 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 FLOW LINE 10+50 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 FLOW LINE 11+00 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 FLOW LINE 11+50 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 FLOW LINE 12+00 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 FLOW LINE 12+50 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 FLOW LINE 13+00 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 3.42% 3.16% 2.65% 2.76% 2.44% 3.02% 5025.7 5025.71 5026.0 5025.96 5026.7 5026.21 5027.2 5026.46 5027.8 5026.71 5027.4 5027.12 5028.2 5027.61 PROPOSED GROUND EXISTING GROUND VERTICAL CURB AND GUTTER PROPOSED GROUND EXISTING GROUND (4.4%) (5.0%) (4.2%) (5.3%) (5.2%) (5.0%) (5.1%) PROPOSED SAWCUT SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C500 PLAN & PROFILE, & CROSS-SECTIONS SOUTH SHIELDS STREET-FLOWLINE 14 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R RIGHT FLOWLINE SOUTH SHIELDS STREET SCALE : 1" = 30' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED LIGHT POLE EXISTING LIGHT POLE CROSS SECTION PROFILES SOUTH SHIELDS STREET SOUTH SHIELDS ST X X X X X TF X X X D N X X X X X UNIVERSITY AVENUE SOUTH SHIELDS STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A DRIVEWAY DRIVEWAY 52' HALF ROW 10' CONCRETE PAN ±39' FL-FL 31' HALF- ROW ACCESS EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 6' SIDEWALK 15' UTILITY EASEMENT EXISTING MEDIAN CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER DRIVEWAY 27' FL-FL 39' FL-FL 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 20' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER STAIRS (RE: ARCHITECT) STAIRS (RE: ARCHITECT) RAMP (RE: ARCHITECT) ±17' FL-BACK OF BUILDING PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CULVERT STAIRS (RE: ARCHITECT) STAIRS (RE: ARCHITECT) PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED INLET EXISTING INLET PROPOSED ROOF DRAIN CONNECTION PROPOSED ROOF DRAIN CONNECTION PROPOSED TRANSFORMER PROPOSED UNDERDRAIN BLDG C FFE=30.50 CHURCH BLDG FFE=37.00 PROPOSED STORM DRAIN 30.50 27.45 26.31 26.26 26.93 30.48 30.50 29.96 30.50 30.50 28.09 27.15 26.77 26.77 26.80 26.91 25.90 25.94 26.67 27.42 27.47 26.89 30.29 30.32 37.00 37.00 36.72 33.39 33.39 30.29 28.30 37.00 27.75 27.60 27.25 27.42 27.12 27.98 26.69 25.99 26.17 26.20 25.90 25.81 28.91 28.91 29.55 30.50 30.21 29.47 36.89 29.75 33.50 30.50 STAIRS (RE: ARCHITECT) STAIRS (RE: ARCHITECT) (29.21) (28.83) (28.74) (28.48) (28.47) 46' DRIVE-OVER CURB & GUTTER 3.0% 1.3% 100-YR FLOODPLAIN 100-YR FLOODPLAIN (PER CSU CLOMR) SOUTH SHIELDS STREET-FLOWLINE SEE SHEET C500 EXISTING STORM DRAIN (PRIVATE) 30.50 29.50 30.13 30.13 33.13 33.67 36.04 29.59 33.00 36.09 37.00 28.97 33.00 36.09 36.42 36.42 37.00 27.68 27.85 37.00 29.16 29.65 36.74 36.09 36.09 30.37 29.25 28.50 31.20 31.20 30.52 30.51 29.47 BUILDING OVERHANG BUILDING OVERHANG 29.85 STAIRS (RE: ARCHITECT) PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN APPROXIMATE FUTURE 100-YR FLOODPLAIN SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C403 GRADING PLAN 13 NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 SEE SHEET C402 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C401 C402 C403 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE BOTTOM OF MASONRY SHALL GENERALLY FOLLOW FINISHED GRADES. THERE SHALL BE A MAXIMUM OF 12" EXPOSED CONCRETE BETWEEN THE FINISHED GRADE AND ALL MASONRY. 6. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 7. ADD 5000-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 9. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 10. THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND ALL HVAC EQUIPMENT SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 11. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 12. SEE THE FLOODPLAIN EXHIBIT (SHEET C900) FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. 13. APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET REGULATORY REQUIREMENTS AND IS CONTINUING THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN REQUIREMENTS BASED ON THE CURRENT REGULATORY FLOODPLAIN MAY BE HELD UP IF THE LOMR IS NOT FINISHED AND REGULATORY. 14. THIS PROPERTY IS LOCATED WITHIN A CITY REGULATED 100-YEAR FLOODPLAIN AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. 15. RESIDENTIAL USES IN THE 100-YEAR FLOODPLAIN MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 16. CRITICAL FACILITIES, INCLUDING FACILITIES FOR AT-RISK POPULATIONS, ARE PROHIBITED WITHIN THE 100-YEAR FLOODPLAIN. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE 100-YR FLOODPLAIN 100-YR FLOODWAY CONCRETE PAN PROPOSED CONCRETE PAN EXISTING CONCRETE PAN PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED STORMTECH CHAMBERS PROPOSED ROOF DRAIN CONNECTION PROPOSED TRANSFORMER PROPOSED TRANSFORMER 100-YR FLOODPLAIN FFE=33.60 BLDG B FFE=33.60 BLDG B FFE=33.60 BLDG C FFE=32.00 BLDG C FFE=32.00 33.60 32.40 33.60 33.60 33.60 33.59 33.60 32.60 30.01 30.50 30.50 31.01 33.60 33.60 30.84 27.53 28.41 (28.76) 32.08 31.14 29.66 29.60 28.31 28.29 28.38 28.42 28.71 27.90 28.69 28.71 28.38 28.59 28.82 28.54 28.08 28.07 27.79 27.72 30.45 30.50 30.50 28.76 27.45 26.85 26.82 30.48 28.42 29.88 29.50 29.50 30.14 31.91 32.00 31.33 31.23 31.23 30.50 30.46 29.48 29.75 29.76 29.87 31.99 32.16 BLDG B FFE=30.50 (31.64) (29.58) (29.21) 3.0% 3.0% 0.5% 1.5% 1.8% (27.94) 32.43 10' SIDEWALK STAIRS (RE: ARCHITECT) 31.83 31.57 31.67 29.43 100-YR FLOODPLAIN 5' UTILITY EASEMENT PROPOSED UNDERDRAIN STAIRS (RE: ARCHITECT) PROPOSED AREA DRAIN BASIN 32.00 29.50 28.93 31.35 31.83 32.93 STAIRS (RE: ARCHITECT) STAIRS (RE: ARCHITECT) 31.59 30.35 30.23 32.00 30.49 STAIRS (RE: ARCHITECT) 30.17 APPROXIMATE FUTURE 100-YR FLOODPLAIN SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C402 GRADING PLAN 12 NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 SEE SHEET C401 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SEE SHEET C403 C401 C402 C403 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE BOTTOM OF MASONRY SHALL GENERALLY FOLLOW FINISHED GRADES. THERE SHALL BE A MAXIMUM OF 12" EXPOSED CONCRETE BETWEEN THE FINISHED GRADE AND ALL MASONRY. 6. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 7. ADD 5000-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 9. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 10. THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND ALL HVAC EQUIPMENT SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 11. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 12. SEE THE FLOODPLAIN EXHIBIT (SHEET C900) FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. 13. APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET REGULATORY REQUIREMENTS AND IS CONTINUING THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN REQUIREMENTS BASED ON THE CURRENT REGULATORY FLOODPLAIN MAY BE HELD UP IF THE LOMR IS NOT FINISHED AND REGULATORY. 14. THIS PROPERTY IS LOCATED WITHIN A CITY REGULATED 100-YEAR FLOODPLAIN AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. 15. RESIDENTIAL USES IN THE 100-YEAR FLOODPLAIN MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 16. CRITICAL FACILITIES, INCLUDING FACILITIES FOR AT-RISK POPULATIONS, ARE PROHIBITED WITHIN THE 100-YEAR FLOODPLAIN. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE 100-YR FLOODPLAIN 100-YR FLOODWAY PROPOSED 18" VERTICAL INFLOW CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER 31' HALF- ROW MATCH EXISTING CURB & GUTTER (TYP.) DRIVEWAY ±40' FL-FL STAIRS (RE: ARCHITECT) PROPOSED STORM DRAIN PROPOSED INLET PROPOSED ROOF DRAIN CONNECTION PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED TRANSFORMER PROPOSED UNDERDRAIN BLDG A FFE=39.60 FFE=33.60 33.60 33.60 30.56 31.12 38.93 37.20 33.60 33.60 33.60 33.71 39.60 31.83 34.50 38.10 38.10 30.02 30.67 30.29 31.18 32.55 32.08 31.85 32.28 32.21 32.05 31.75 31.26 30.62 31.14 31.50 31.09 30.46 30.25 30.89 33.36 37.16 (32.43) 100-YR FLOODPLAIN 32.14 31.18 33.60 2.0% 1.0% 2.0% 2.0% 3.0% 10' SIDEWALK 5' UTILITY EASEMENT 5' UTILITY EASEMENT PROPOSED AREA DRAIN BASIN 38.93 STAIR (RE: ARCHITECT) 33.19 33.60 34.98 37.13 38.21 33.60 PROPOSED LANDSCAPE WALL APPROXIMATE FUTURE 100-YR FLOODPLAIN LANDSCAPE WALL LANDSCAPE WALL LANDSCAPE WALL Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 5028 5032 5036 5040 5028 5032 5036 5040 -20 0 20 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 5028 5032 5036 5040 5028 5032 5036 5040 -20 0 20 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 5028 5032 5036 5040 5028 5032 5036 5040 -20 0 20 5029.8 5030.7 5032.4 EXISTING GROUND PROPOSED GRADE 7.58' 9.21' EXISTING GROUND PROPOSED GRADE EXISTING 6.94' GROUND PROPOSED GRADE SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C401 GRADING PLAN 11 NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 SEE SHEET C402 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C401 C402 C403 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE BOTTOM OF MASONRY SHALL GENERALLY FOLLOW FINISHED GRADES. THERE SHALL BE A MAXIMUM OF 12" EXPOSED CONCRETE BETWEEN THE FINISHED GRADE AND ALL MASONRY. 6. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 7. ADD 5000-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 9. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 10. THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND ALL HVAC EQUIPMENT SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 11. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 12. SEE THE FLOODPLAIN EXHIBIT (SHEET C900) FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. 13. APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET REGULATORY REQUIREMENTS AND IS CONTINUING THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN REQUIREMENTS BASED ON THE CURRENT REGULATORY FLOODPLAIN MAY BE HELD UP IF THE LOMR IS NOT FINISHED AND REGULATORY. 14. THIS PROPERTY IS LOCATED WITHIN A CITY REGULATED 100-YEAR FLOODPLAIN AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. 15. RESIDENTIAL USES IN THE 100-YEAR FLOODPLAIN MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 16. CRITICAL FACILITIES, INCLUDING FACILITIES FOR AT-RISK POPULATIONS, ARE PROHIBITED WITHIN THE 100-YEAR FLOODPLAIN. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE 100-YR FLOODPLAIN 100-YR FLOODWAY TREE CROSS SECTIONS TREE # 24 SECTION A-A A A B C C B TREE # 26 SECTION B-B TREE # 28 SECTION C-C BUILDING BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC FO FO FO X X X ST ST ST ST ST ST V AULT ELEC SS SS SS SS SS SS SS SS UD UD UD UD UD UD UD UD UD UD UD UD UD UD E FDC FDC FDC FDC E E E E E E E E E E E E E V AULT ELEC VAULT ELEC VAULT ELEC FDWH E E E E E E G G G G D N UP DN DN DN DN X X X X X X X X X X X X X X TF TF TF TF X DN X UNIVERSITY AVENUE SOUTH SHIELDS STREET CITY PARK AVENUE WEST ELIZABETH STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. 100-YR FLOODWAY 100-YR FLOODPLAIN CONNECT TO EXISTING STORM INLET EXISTING STORM DRAIN 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN PROPOSED STORM DRAIN UNIVERSITY AVENUE BLDG A BLDG B BLDG C CHURCH BLDG 5' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT PROPOSED STORM DRAIN 9' UTILITY EASEMENT APPROXIMATE FUTURE 100-YR FLOODPLAIN 100-YR FLOODPLAIN SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C400 OVERALL GRADING PLAN 10 NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C401 C402 C403 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE BOTTOM OF MASONRY SHALL GENERALLY FOLLOW FINISHED GRADES. THERE SHALL BE A MAXIMUM OF 12" EXPOSED CONCRETE BETWEEN THE FINISHED GRADE AND ALL MASONRY. 6. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 7. ADD 5000-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 9. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 10. THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND ALL HVAC EQUIPMENT SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 11. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 12. SEE THE FLOODPLAIN EXHIBIT (SHEET C900) FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. 13. APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET REGULATORY REQUIREMENTS AND IS CONTINUING THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN REQUIREMENTS BASED ON THE CURRENT REGULATORY FLOODPLAIN MAY BE HELD UP IF THE LOMR IS NOT FINISHED AND REGULATORY. 14. THIS PROPERTY IS LOCATED WITHIN A CITY REGULATED 100-YEAR FLOODPLAIN AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. 15. RESIDENTIAL USES IN THE 100-YEAR FLOODPLAIN MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 16. CRITICAL FACILITIES, INCLUDING FACILITIES FOR AT-RISK POPULATIONS, ARE PROHIBITED WITHIN THE 100-YEAR FLOODPLAIN. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE 100-YR FLOODPLAIN 100-YR FLOODWAY ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC FO FO G G G G G G G G G X E E E E T T E E E E T T T E E E E G ST ST ST ST ST FO FO FO FO FO FO FO G G G G G G G G G G G G G G G E FO FO FO FO FO G FO E E E E E E FO FO FO FO G G G G G G G G G G G G E E E E E E E E E E E E G G G G G G FO FO FO G G G G E FO FO FO E G E E E E E E FO FO FO FO FO FO FO FO FO E FO SS SS SS SS SS SS SS G G SS SS W SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST W W W W W W W W W W W W W W W W W W W W W W ST ST W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W DN UP DN DN DN DN X X X X X X X X X X X X X X X TF TF X X DN X X X UNIVERSITY AVENUE UNIVERSITY AVENUE SOUTH SHIELDS STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. 100-YR FLOODWAY 100-YR FLOODPLAIN APPROXIMATE LOCATION EXISTING 6" WATER EXISTING 8" SANITARY SEWER CONNECT TO EXISTING STORM INLET EXISTING STORM DRAIN APPROXIMATE LOCATION EXISTING FH APPROXIMATE LOCATION EXISTING FH PROPOSED 6" SANITARY SERVICE PROPOSED 2.5" WATER SERVICE PROPOSED 6" FIRE SERVICE PROPOSED 4" SANITARY SERVICE PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN PROPOSED FH EXISTING CONCRETE PAN PROPOSED INLET PROPOSED INLET PROPOSED 2' SIDEWALK CULVERT PROPOSED 2' CONCRETE PAN PROPOSED INLET EXISTING INLET PROPOSED ROOF DRAIN CONNECTION PROPOSED ROOF DRAIN CONNECTION PROPOSED GREASE INTERCEPTOR PROPOSED 6" FIRE SERVICE PROPOSED 2" WATER METER CONNECT TO EXISTING 6" WATER INSTALL MH CONNECT TO EXISTING 8" SANITARY SEWER CONNECT TO EXISTING 6" WATER PROPOSED 4" WATER SERVICE CONNECT TO EXISTING 6" WATER INSTALL MH CONNECT TO EXISTING 8" SANITARY SEWER PROPOSED 4" WATER METER PROPOSED ROOF DRAIN CONNECTION PROPOSED STORM DRAIN PROPOSED TRANSFORMER PROPOSED TRANSFORMER 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 24' FL-FL 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 20' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT PROPOSED 18" VERTICAL INFLOW CURB & GUTTER 46' DRIVE-OVER CURB & GUTTER 10' UTILITY EASEMENT PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER PROPOSED UNDERDRAIN PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED SAWCUT (TYP.) 32.85 LF 6" PVC N00°57'15"E PROPOSED AREA DRAIN BASIN BLDG C CHURCH BLDG 5' UTILITY EASEMENT PROPOSED 8" SANITARY SERVICES PROPOSED AREA PROPOSED AREA DRAIN BASIN DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN APPROXIMATE FUTURE 100-YR FLOODPLAIN 100-YR FLOODPLAIN PROPOSED 2" WATER SERVICE PROPOSED 2" WATER METER SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C302 UTILITY PLAN 9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 SEE SHEET C300 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF C301 C302 NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS, AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. 18. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ELECTRICAL PLANS. 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING WITHIN THE FLOODWAY. EXISTING WATER MAIN LEGEND: W G T CTV EXISTING STORM SEWER EXISTING CABLE EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EASEMENT LINE PROPERTY BOUNDARY EXISTING LOTLINE W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC E PROPOSED FIRE DEPARTMENT CONNECTION FDC PROPOSED FIRE SERVICE F EXISTING ELECTRIC E PROPOSED SUBDRAIN UD PROPOSED CABLE CTV PROPOSED FIBRE OPTIC FO PROPOSED GAS G 100-YR FLOODPLAIN STORMTECH CHAMBER ISOLATOR ROW STORMTECH CHAMBER 100-YR FLOODWAY PROPOSED FIRE DEPARTMENT WALL HYDRANT FDWH ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. T T T ELEC VAULT ELEC T ELEC ELEC FO FO FO FO E T T T X X T T T T T T T T T T T T T T X X X X X E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T E E E E E E E E G G G E E G G G G G G G T T T T T G G G E E E E E E CTV CTV G G W W E E E E E E E E E E E G W W W W W G G G G G G G CTV CTV CTV CTV G E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST W W W W W W W W W W W W W W W W W W W W W W W V AULT ELEC X X X X X X X X X X X X X X X TF TF UNIVERSITY AVENUE CITY PARK AVENUE WEST ELIZABETH STREET NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. APPROXIMATE LOCATION EXISTING 6" WATER EXISTING 10" WATER 100-YR FLOODWAY 100-YR FLOODPLAIN EXISTING FH EXISTING FH PROPOSED 10" SANITARY SERVICE PROPOSED 8" SANITARY SERVICE PROPOSED STORM DRAIN PROPOSED INLET PROPOSED INLET EXISTING CONCRETE PAN PROPOSED INLET PROPOSED STORMTECH CHAMBERS PROPOSED ROOF DRAIN CONNECTION PROPOSED ROOF DRAIN CONNECTION CONNECT TO EXISTING MH PROPOSED 6" FIRE SERVICE PROPOSED 4" WATER SERVICE PROPOSED 4" WATER METER PROPOSED 4" WATER METER PROPOSED 6" FIRE SERVICE PROPOSED 4" WATER SERVICE INSTALL MH CONNECT TO EXISTING 8" SANITARY SEWER EXISTING 8" SANITARY SEWER CONNECT TO EXISTING 6" WATER CONNECT TO EXISTING 6" WATER PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED TRANSFORMER PROPOSED UNDERDRAIN PROPOSED TRANSFORMER 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT 10' UTILITY EASEMENT 100-YR FLOODPLAIN PROPOSED SAWCUT (TYP.) BLDG A BLDG B 5' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT PROPOSED AREA DRAIN BASIN APPROXIMATE FUTURE 100-YR FLOODPLAIN SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C301 UTILITY PLAN 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 SEE SHEET C302 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF C301 C302 NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS, AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. 18. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ELECTRICAL PLANS. 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING WITHIN THE FLOODWAY. EXISTING WATER MAIN LEGEND: W G T CTV EXISTING STORM SEWER EXISTING CABLE EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EASEMENT LINE PROPERTY BOUNDARY EXISTING LOTLINE W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC E PROPOSED FIRE DEPARTMENT CONNECTION FDC PROPOSED FIRE SERVICE F EXISTING ELECTRIC E PROPOSED SUBDRAIN UD PROPOSED CABLE CTV PROPOSED FIBRE OPTIC FO PROPOSED GAS G 100-YR FLOODPLAIN STORMTECH CHAMBER ISOLATOR ROW STORMTECH CHAMBER 100-YR FLOODWAY PROPOSED FIRE DEPARTMENT WALL HYDRANT FDWH VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC FO FO FO ELEC C ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC VAULT ELEC VAULT ELEC VAULT VAULT ELEC ELEC VAULT TELE VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. T T T ELEC VAULT ELEC T ELEC ELEC CONTROL IRR M CONTROL IRR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC FO FO FO G G G G E E T T EE T X T T T T T T X X E E E E E E E E E E E E E E G G G G G G T T T T T T T T E E E E G E W G G G T T G E E E CTV EE E E W W G G G CTV CTV ST ST G G G G FO FO E G G G G G E E G G E FO SS SS SS G SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST ST W W W W W W W W W W W W W W W W W W W W W ST V AULT ELEC W W W W W SS SS SS SS SS SS SS SS D N UP DN DN DN DN X X X X X X X X X X X X X X TF TF TF TF X DN X UNIVERSITY AVENUE SOUTH SHIELDS STREET CITY PARK AVENUE WEST ELIZABETH STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. 100-YR FLOODWAY 100-YR FLOODPLAIN APPROXIMATE LOCATION EXISTING 6" WATER APPROXIMATE LOCATION EXISTING 6" WATER EXISTING 10" WATER EXISTING 8" SANITARY SEWER CONNECT TO EXISTING STORM INLET 100-YR FLOODWAY 100-YR FLOODPLAIN EXISTING STORM DRAIN APPROXIMATE LOCATION EXISTING FH APPROXIMATE LOCATION EXISTING FH EXISTING FH EXISTING FH 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT PROPOSED SANITARY SERVICE PROPOSED WATER & FIRE SERVICES PROPOSED WATER SERVICES PROPOSED WATER & FIRE SERVICES PROPOSED WATER & FIRE SERVICES PROPOSED SANITARY SERVICES PROPOSED SANITARY SERVICE PROPOSED SANITARY SERVICE PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED WALL FIRE HYDRANT PROPOSED FH UNIVERSITY AVENUE EXISTING STORM DRAIN (PRIVATE) BLDG A BLDG B BLDG C CHURCH BLDG 5' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT PROPOSED FIRE SERVICE APPROXIMATE FUTURE 100-YR FLOODPLAIN INSTALL SSMH APPROXIMATE LOCATION EXISTING 6" WATER APPROXIMATE LOCATION EXISTING 15" SANITARY SEWER APPROXIMATE LOCATION EXISTING FH INSTALL SSMH INSTALL SSMH SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C300 OVERALL UTILITY PLAN 7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF C301 C302 NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS, AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. 18. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ELECTRICAL PLANS. 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING WITHIN THE FLOODWAY. EXISTING WATER MAIN LEGEND: W G T CTV EXISTING STORM SEWER EXISTING CABLE EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EASEMENT LINE PROPERTY BOUNDARY EXISTING LOTLINE W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC E PROPOSED FIRE DEPARTMENT CONNECTION FDC PROPOSED FIRE SERVICE F EXISTING ELECTRIC E PROPOSED SUBDRAIN UD PROPOSED CABLE CTV PROPOSED FIBRE OPTIC FO PROPOSED GAS G 100-YR FLOODPLAIN STORMTECH CHAMBER ISOLATOR ROW STORMTECH CHAMBER 100-YR FLOODWAY PROPOSED FIRE DEPARTMENT WALL HYDRANT FDWH X X TF TF X X DN X X X DRIVEWAY DRIVEWAY DRIVEWAY 52' HALF ROW 10' CONCRETE PAN EXISTING 30" VERTICAL CURB & GUTTER ±39' FL-FL 31' HALF- ROW ACCESS EASEMENT PROPOSED SAWCUT (TYP.) PARKING STRIPE (TYP.) PROPOSED SAWCUT (TYP.) EXISTING MEDIAN CURB & GUTTER R25' R15' R15' PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER R25' DRIVEWAY 27' FL-FL 39' FL-FL STREET STRIPING (TYP.) 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 24' FL-FL 17' 9' 17' 9' 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 20' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT PROPOSED 18" VERTICAL INFLOW CURB & GUTTER 46' DRIVE-OVER 9' CURB CUT CURB & GUTTER 10' UTILITY EASEMENT PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER PROPOSED SAWCUT (TYP.) TRASH ENCLOSURE STAIRS (RE: ARCHITECT) STAIRS (RE: ARCHITECT) RAMP (RE: ARCHITECT) EXISTING CONCRETE PAN 1 1 1 1 1 ±17' FL-BACK OF BUILDING EXISTING STRIPING (TYP.) PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CULVERT STAIRS (RE: ARCHITECT) RAMP (RE: ARCHITECT) STAIRS (RE: ARCHITECT) STAIRS (RE: ARCHITECT) BLDG C CHURCH BLDG 5' UTILITY EASEMENT 10' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK 6' SIDEWALK 15' UTILITY EASEMENT BUILDING OVERHANG BUILDING OVERHANG NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C201 PAVING PLAN 6 SEE SHEET C200 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. ALL PUBLIC CONCRETE SIDEWALKS SHALL BE 6" THICK. DRIVEWAY/SIDEWALK CONCRETE SHALL BE 8" (MIN.) THICK. ACTUAL DRIVEWAY CONCRETE THICKNESS SHALL BE BASED ON FINAL PAVEMENT DESIGN. 6. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 7. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 8. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 9. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 10. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW VERTICAL CURB & GUTTER EASEMENTS PUBLIC CONCRETE FLATWORK PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK ASPHALT PATCH LEGEND: NOTES: PROPOSED OUTFALL VERTICAL CURB & GUTTER PAVERS PERMEABLE PAVERS SITE SIGN LEGEND LANE 1 FIRE NO PARKING PRIVATE CONCRETE PAVEMENT PROPOSED ELECTRIC TRANSFORMER TF C200 C201 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. X X X X X X X X X X X X X X X TF TF 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT PROPOSED FENCE PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT PROPOSED SAWCUT (TYP.) EXISTING 30" VERTICAL CURB & GUTTER PARKING STRIPE (TYP.) 31' HALF- ROW MATCH EXISTING CURB & GUTTER (TYP.) DRIVEWAY R25' R25' ±40' FL-FL 9' CURB CUT 10' UTILITY EASEMENT TRASH ROOM TRASH ROOM STAIRS (RE: ARCHITECT) 1 1 1 1 1 1 1 EXISTING CONCRETE PAN PROPOSED CONCRETE PAN 1 STAIRS (RE: ARCHITECT) BLDG A BLDG B 5' UTILITY EASEMENT EXISTING CURB & GUTTER 5' UTILITY EASEMENT 5' UTILITY EASEMENT STAIRS (RE: ARCHITECT) STAIRS (RE: ARCHITECT) STAIRS (RE: ARCHITECT) 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 7' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 10' SIDEWALK PROPOSED LANDSCAPE WALL (RE: LANDSCAPE) NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C200 PAVING PLAN 5 SEE SHEET C201 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. ALL PUBLIC CONCRETE SIDEWALKS SHALL BE 6" THICK. DRIVEWAY/SIDEWALK CONCRETE SHALL BE 8" (MIN.) THICK. ACTUAL DRIVEWAY CONCRETE THICKNESS SHALL BE BASED ON FINAL PAVEMENT DESIGN. 6. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 7. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 8. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 9. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 10. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW VERTICAL CURB & GUTTER EASEMENTS PUBLIC CONCRETE FLATWORK PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK ASPHALT PATCH LEGEND: NOTES: PROPOSED OUTFALL VERTICAL CURB & GUTTER PAVERS PERMEABLE PAVERS SITE SIGN LEGEND LANE 1 FIRE NO PARKING PRIVATE CONCRETE PAVEMENT PROPOSED ELECTRIC TRANSFORMER TF C200 C201 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R X E E E E T T E E E E T T T E E E E G T T ST ST ST ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO FO FO FO FO FO FO G G G G G G G G G G G G G G G E FO FO FO FO FO G FO E E E E E E E FO FO FO FO G G G G G G G G G G G G E E E E E E FO FO FO FO FO FO E E E E E E E E E E E E FO FO FO FO FO G G G G G G FO FO FO G G G G E FO FO FO E G E E E E E E FO FO FO FO FO FO FO FO E E E E E E W W W / / / / / / / / / / / / / / / / / / / / / / / / FO E G G G / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO SS SS SS SS SS SS SS G G SS SS W SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST E E E E E W W W W W W W W W W W W W W W W W W W W W W ST ST V AULT ELEC W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W SS SS SS NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. W. ELIZABETH STREET (ROW VARIES) S. SHIELDS STREET (EXISTING 70' ROW) UNIVERSITY AVENUE (EXISTING 60' ROW) ±40' FL-FL ±27' FL-FL ±27' FL-FL APPROXIMATE LOCATION EXISTING 6" CIP WATER EXISTING 8" VCP SANITARY SEWER EXISTING PARKING LOT TO BE REMOVED EXISTING STORM INLET EXISTING DRIVEWAY TO BE REMOVED 10' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 5' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 15' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 15' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 5' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 3' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) EXISTING 6' SIDEWALK TO BE REMOVED EXISTING CURB TO BE REMOVED 15' STORM WATER EASEMENT (TO BE VACATED BY THIS PLAT) 5' UTILITY EASEMENT EXISTING MONITORING WELL TO BE REMOVED(TYP.) 100-YR FLOODWAY 100-YR FLOODPLAIN EXISTING TREE TO BE REMOVED (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) EXISTING CONCRETE PAN EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE REMOVED EXISTING STORM DRAIN EXISTING DRIVEWAY TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED APPROXIMATE LOCATION EXISTING FH APPROXIMATE LOCATION EXISTING FH EXISTING STORM DRAIN (PRIVATE) EXISTING SANITARY SERVICE TO BE ABANDONED AT MAIN EXISTING 2" & 1" COMMERCIAL WATER SERVICES TO BE ABANDONED AT MAIN APPROXIMATE LOCATION EXISTING 6" DIP WATER APPROXIMATE LOCATION EXISTING 8" DIP WATER APPROXIMATE LOCATION EXISTING 6" CIP WATER APPROXIMATE LOCATION EXISTING 15" PVC SANITARY SEWER APPROXIMATE LOCATION EXISTING FH APPROXIMATE LOCATION EXISTING SANITARY SERVICE TO BE ABANDONED AT MAIN APPROXIMATE LOCATION EXISTING 3 4" COPPER COMMERCIAL WATER SERVICE TO BE ABANDONED AT MAIN SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C101 DEMOLITION PLAN EXISTING CONDITIONS & 4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-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. 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 LEGEND: EXISTING STORM SEWER EXISTING VALVE EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR SUBSURFACE EXPLORATION BY: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION. 8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT (970) 221-6700 FOR WATER AND SEWER SERVICE ABANDONMENT. 9. NO DEMOLITION MAY OCCUR ONSITE UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN ISSUED BY THE CITY. THIS INCLUDES, BUT IS NOT LIMITED, TO THE DEMOLITION OF STRUCTURES AND THE REMOVAL OF TREES. 10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-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. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 11. CURB GUTTER, AND SIDEWALK SHALL BE REMOVED TO NE NEAREST JOINT. 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 13. THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. 14. DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE ORIGINATING MAIN TO THE EXISTING BUILDING. 15. UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVE ALL EXISTING METERS. 16. ELECTRIC SERVICES FOR EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER BEST INFORMATION AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 17. REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 18. APPROVAL OF FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODPLAIN. APPROVAL OF FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODWAY. 19. CONTRACTOR TO COORDINATE PROTECTION OF EXISTING STREET LIGHTS WITH CITY STAFF. VAULT ELEC EXISTING CONCRETE TO BE REMOVED T WV EXISTING TREES (TO BE REMOVED) EXISTING ASPHALT TO BE REMOVED EXISTING GASLINE G EXISTING LOT LINE 100-YR FLOODPLAIN 100-YR FLOODWAY NOTES: TERRACON CONSULTANTS, INC. GEOTECHNICAL ENGINEERING REPORT LOMBARDY STUDENT HOUSING FORT COLLINS, COLORADO TERRACON PROJECT NO. 20185115 DATE: NOVEMBER 6, 2018 REVISED: DECEMBER 3, 2018 FLATIRONS, INC. PROJECT NO. 18-71,080 DATE: APRIL 2018 ADDITIONAL SURVEY: NORTHERN ENGINEERING SERVICES PROJECT NO. 1560-001 DATE: OCTOBER 2018 TF KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF C100 C101 CONTROL IRR CONTROL IRR VAULT ELEC ELEC VAULT ELEC ELEC AC T ELEC ELEC FO FO FO FO T T T E E E T E T T X X G E E E E E E E E E X X X E E T T T T T T T T T T T T T T X X X X X E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G E T T T T T T T T T T T T T T T T T E E E E E E E E G G G E E G G G G G G G T T T T T E E CTV CTV T T T T G G G E E E E E E CTV CTV G G W W E E E E E X X X X E E E E E E G W W W W W G G G G G G G CTV CTV CTV CTV G E E W W W / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST W W W W W W W W W W W W W W W W W W W W W W W W V AULT ELEC VAULT ELEC VAULT ELEC W W W W NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. UNIVERSITY AVENUE (EXISTING 60' ROW) CITY PARK AVENUE (ROW VARIES) W. ELIZABETH STREET (ROW VARIES) ±40' FL-FL ±45' FL-FL EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING BUILDINGS TO BE REMOVED APPROXIMATE LOCATION EXISTING 6" DIP WATER EXISTING 10" CIP WATER EXISTING 8" VCP SANITARY SEWER EXISTING BUILDING TO BE REMOVED EXISTING 4' SIDEWALK TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED EXISTING 5' SIDEWALK TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED EXISTING 3 4" RESIDENTIAL COPPER WATER SERVICE TO BE ABANDONED AT MAIN EXISTING 1" COMMERCIAL COPPER IRRIGATION SERVICES TO BE ABANDONED AT MAIN 10' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 5' UTILITY EASEMENT EXISTING 2" & 1" COMMERCIAL WATER SERVICES TO BE ABANDONED AT MAIN 5' UTILITY EASEMENT EXISTING TREE TO BE REMOVED (TYP.) EXISTING TREE (TYP.) EXISTING UTILITIES TO BE REMOVED PROPOSED SAWCUT (TYP.) EXISTING CONCRETE PAN 5' UTILITY EASEMENT 100-YR FLOODWAY 100-YR FLOODPLAIN EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE REMOVED EXISTING FH EXISTING FH EXISTING UTILITY MH EXISTING UTILITY MH EXISTING UTILITY MH EXISTING SANITARY SERVICE TO BE ABANDONED AT MAIN APPROXIMATE LOCATION EXISTING 6" PVC FIRE SERVICE TO BE ABANDONED AT MAIN EXISTING TELEPHONE TO REMAIN EXISTING TELEPHONE TO REMAIN SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C100 DEMOLITION PLAN EXISTING CONDITIONS & 3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-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. 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF LEGEND: EXISTING STORM SEWER EXISTING VALVE EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR SUBSURFACE EXPLORATION BY: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION. 8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT (970) 221-6700 FOR WATER AND SEWER SERVICE ABANDONMENT. 9. NO DEMOLITION MAY OCCUR ONSITE UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN ISSUED BY THE CITY. THIS INCLUDES, BUT IS NOT LIMITED, TO THE DEMOLITION OF STRUCTURES AND THE REMOVAL OF TREES. 10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-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. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 11. CURB GUTTER, AND SIDEWALK SHALL BE REMOVED TO NE NEAREST JOINT. 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 13. THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. 14. DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE ORIGINATING MAIN TO THE EXISTING BUILDING. 15. UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVE ALL EXISTING METERS. 16. ELECTRIC SERVICES FOR EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER BEST INFORMATION AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 17. REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 18. APPROVAL OF FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODPLAIN. APPROVAL OF FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODWAY. 19. CONTRACTOR TO COORDINATE PROTECTION OF EXISTING STREET LIGHTS WITH CITY STAFF. VAULT ELEC EXISTING CONCRETE TO BE REMOVED T WV EXISTING TREES (TO BE REMOVED) EXISTING ASPHALT TO BE REMOVED EXISTING GASLINE G EXISTING LOT LINE 100-YR FLOODPLAIN 100-YR FLOODWAY NOTES: TERRACON CONSULTANTS, INC. GEOTECHNICAL ENGINEERING REPORT LOMBARDY STUDENT HOUSING FORT COLLINS, COLORADO TERRACON PROJECT NO. 20185115 DATE: NOVEMBER 6, 2018 REVISED: DECEMBER 3, 2018 FLATIRONS, INC. PROJECT NO. 18-71,080 DATE: APRIL 2018 ADDITIONAL SURVEY: NORTHERN ENGINEERING SERVICES PROJECT NO. 1560-001 DATE: OCTOBER 2018 TF C100 C101 10. The Developer shall coordinate and cooperate with the City of Fort Collins, 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 if 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 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). 17. Prior to final inspection and acceptance by the City of Fort Collins, 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 City of Fort Collins 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 City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report for Saint John XXIII and Lombardy Student Housing, dated May 1, 2019 by Northern Engineering 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 the City of Fort Collins 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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins 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 City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins 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 City of Fort Collins' 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 City of Fort Collins 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 the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins 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 Flood Plain 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. (The City of Fort Collins, Larimer County, Colorado), 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 the City of Fort Collins 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 City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins. 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 City of Fort Collins 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 Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 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: NAVD88 City of Fort Collins Benchmark 20-97 At the Southwest corner of West Elizabeth and Constitution Ave. on a concrete traffic signal base. ELEV.=5050.15 City of Fort Collins Benchmark 19-97 At the Southeast corner of West Elizabeth and Shields St., on a concrete traffic signal base. ELEV.=5025.74 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) = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the East line of the Southeast Quarter of Section 15-7-69 as bearing South 00° 29' 45" West (assumed bearing). 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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins 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 Larimer County Engineer and/or the City of Fort Collins 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 City of Fort Collins, 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 City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control 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 rights-of-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 City/County. 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 immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at 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 City/County 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. 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. 16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Saint John XXIII And Lombardy Student Housing. B. Street Improvement 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 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 City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins 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 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 the City of Fort Collins 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 City of Fort Collins Traffic 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 City of Fort Collins Traffic 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 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 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 Preliminary Drainage Report for Saint John XXIII and Lombardy Student Housing, dated May 1, 2019 by Northern Engineering 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. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2. 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. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A. INFILL AND REDEVELOPMENT NOTE A. Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. Date: April 2018 Additional Survey: Northern Engineering Services Project No. 1560-001 Date: October 2018 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BEING A REPLAT OF LOTS 1, 2 AND 3, PLAT OF JOHN XXIII UNIVERSITY CENTER AND LOT 1, CAMPUS WEST TEXACO MINOR SUBDIVISION, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO OWNER/APPLICANT PROJECT TEAM: SITE ENGINEER Northern Engineering Services, Inc. Andy Reese 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SURVEYOR ARCHITECT CONTACT INFORMATION PROJECT TEAM: SHEET INDEX ENGINEER ING N O R T H E RN PRELIMINARY UTILITY PLANS FOR UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS----------------- Xcel Energy----------------------------- Pat Kreager (970) 225-7840 ELECTRIC-------- City of Fort Collins Light & Power-- Cody Snowdon (970) 416-2306 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Dan Mogen (970) 305-5989 WASTEWATER--City of Fort Collins Utilities----------- Dan Mogen (970) 305-5989 STORMWATER- City of Fort Collins Utilities----------- Dan Mogen (970) 305-5989 LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER PROJECT LOCATION SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Davis Partnership Architects Jeff Leland, AIA 2901 Blake Street, Suite 100 Denver, Colorado 80205-2303 (303) 861-8555 BHA Design Incorporated Jason S. Messaros, PLA 1603 Oakridge Drive, Suite 100 Fort Collins, Colorado 80525 (970) 223-7577 Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ENGINEER ING N O R T H E RN Terracon Consultants, Inc. Eric Bernhardt, PE 1901 Sharp Point Drive, Suite C Fort Collins, CO 80525 (970) 484-0359 C001 COVER SHEET Terracon Consultants, Inc. Geotechnical Engineering Report Lombardy Student Housing Fort Collins, Colorado Terracon Project No. 20185115 Date: November 6, 2018 Revised: December 3, 2018 SUBSURFACE EXPLORATION BY: S. SHIELDS ST. W. MULBERRY ST. W. ELIZABETH ST. CSU W. PLUM ST. W. LAUREL ST. CITY PARK AVE. Blackbird Investments, LLC Fr. Rocco Porter and Justin Doyle 130 East 3rd Street, Suite 400 Des Moines, Iowa, 50309 (515) 537-3728 C002 GENERAL & CONSTRUCTION NOTES C001 COVER SHEET 1 UNIVERSITY AVE. ORIGINAL SURVEY Flatirons, Inc. John Guyton, PLS 655 4th Avenue Longmont, Colorado 80501 (303) 776-1733 C100-C101 EXISTING CONDITIONS & DEMOLITION PLAN C200-C201 PAVING PLAN C301-C302 UTILITY PLAN C401-C403 GRADING PLAN C500 SOUTH SHIELDS STREET - FLOWLINE PLAN & PROFILE, & CROSS-SECTIONS C600 RESERVED FOR DETAILS C700 EROSION CONTROL PLAN C701 EROSION CONTROL DETAILS C800 DRAINAGE EXHIBIT C900 FLOODPLAIN EXHIBIT C300 OVERALL UTILITY PLAN C400 OVERALL GRADING PLAN