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HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER - PDP - PDP160015 - PLANS - UTILITY PLANSLAPORTE AVE N TAFT HILL RD N SHIELDS ST W VINE DR W MULBERRY ST LOCAL COMMERCIAL (72' ROW) HALF ARTERIAL STREET (60' TO 80' ROW) SALUD PARKWAY LAPORTE AVENUE OCTOBER 2016 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Roger Curtiss, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ENGINEER ING N O R T H E RN ENGINEER ING N O R T H E RN 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: PROJECT LOCATION VICINITY MAP NORTH SITE ENGINEER SURVEYOR Project Datum: NAVD88 City of Fort Collins benchmark 10-07 Southeast corner of Taft Hill Rd. and LaPorte Ave. on the northeast wingwall of the bridge over an irrigation ditch. Elevation=5062.84 City of Fort Collins benchmark 31-97 Southwest corner of LaPorte Ave. and Shields St. on a concrete traffic signal base. Elevation=5023.65 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic 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. 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 Salud Family Health Center dated October 12, 2016 by Northern Engineering Services, Inc., 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 E X X X 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV G G G G G G G G G G G G G E E E E G G G G G G G E E G E E X X X X X X X E G G G G G G G G G G G G G X X X E E E E E E E E E E X X X V.P. V.P. X X X E GV X X E E E G X E G X X X ELEC ELEC E E E E E E E E E E AC AC CONTROL IRR V.P. V.P. X X X X X X X X X G E X X X X SS X X X X 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E G G G E G G G G G G G G E X X 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV G G G G G G G G G G G G G E E E E G G G G G G G E E G E E X X X X E G G G G G G G G G G W FO FO FO FO FO W W W W W W CTV SS X X X X X X SS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X VAULT ELEC T FO FOT T FO FO VAULT F.O. AC S M M M M VAULT ELEC T VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN WILLIAM S. ECKERT DAVID & GRETCHEN OSBORN SALUD PARKWAY LAPORTE AVENUE EXISTING SALUD FAMILY HEALTH CENTER FACILITY RELOCATED ACCESS TEMPORARY RESTRIPING SALUD PARKWAY TO BE OPEN TO CONSTRUCTION TRAFFIC ONLY LOT 1 LOT 7 Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Phasing\1067-001_PHAS_3.dwg LAYOUT NAME: C1.04 DATE: Oct 10, 2016 - 3:22pm CAD OPERATOR: danny LIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_KEYMAP] [1067-001_xPHAS_Table] [1067-001_xGRAD] [1067-001_xTOPO] [1067-001_xPHAS_3] These drawings are X X X X X X OHE OHE OHE OHE OHE X X X X X GV ELEC ELEC CONTROL IRR V.P. X X X X X X X X X X X X X X X X VAULT ELEC T FO FOT T FO FO S M M M M GAS MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T VAULT F.O. VAULT ELEC T GAS MH ELEC C ELEC ELEC E E X X X 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G E E G E E X X X X X X FO G G G G G G G G G G X X X X X X X X X X X X X X X GV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G GAS AS X E E E E E E E E 5040 5045 5050 5055 5060 5040 5045 5050 5055 5060 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 5053.73 5054.03 5054.54 5053.81 5052.58 5049.54 5046.51 5045.50 5044.97 5053.17 5053.28 5053.65 5054.33 5054.53 5054.60 5054.37 5054.18 5054.00 5053.62 5053.43 5053.10 5051.88 5051.13 5050.38 5048.69 5047.84 5047.10 5046.08 5045.80 5045.65 5045.35 5045.20 5045.05 1.50% 1.10% -0.75% -3.00% -3.40% -0.60% -2.22% PVI STA = 10+00.00 PVI ELEV = 5053.73 PVI STA = 10+33.29 PVI ELEV = 5052.95 PVI STA = 11+08.22 PVI ELEV = 5054.15 PVI STA = 14+76.49 PVI ELEV = 5050.34 90.0' VC 5035 5040 5045 5050 5055 5035 5040 5045 5050 5055 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 5044.97 5046.13 5047.18 5045.12 5041.24 5039.17 5045.04 5045.26 5045.62 5046.67 5047.03 5047.20 5046.95 5046.54 5045.92 5044.14 5043.14 5042.14 5040.49 5039.90 5039.46 2.25% -4.00% -1.00% PVI STA = 23+05.62 PVI ELEV = 5039.12 200.0' VC HP ELEV = 5047.22 HP STA = 19+84.10 PVI STA = 20+12.11 PVI ELEV = 5048.66 BVCS: 19+12.11 BVCE: 5046.41 EVCS: 21+12.11 EVCE: 5044.66 A.D. = 6.25 K = 32.00 120.0' VC LP ELEV = 5044.97 LP STA = 18+00.80 PVI STA = 18+35.54 PVI ELEV = 5044.68 ECVS: 18+95.54 EVCE: 5046.03 A.D. = 2.85 K = 42.11 120.0' VC PVI STA = 22+32.24 PVI ELEV = 5039.85 5045 5050 5055 5060 5065 5045 5050 5055 5060 5065 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 5059.17 5058.64 5058.21 5057.82 5057.46 5057.19 5056.91 5056.64 5056.39 5056.14 5055.88 5055.59 5055.30 5055.05 5054.85 5054.46 5054.05 5053.84 5053.75 5053.61 5053.36 5053.11 5052.87 5052.71 5052.49 5052.20 5051.88 5051.65 5051.46 5051.20 5051.00 5050.82 5050.68 5045 5050 5055 5060 5065 5070 5045 5050 5055 5060 5065 5070 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 5054.51 5054.22 5053.93 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+00 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+50 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+00 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 5046 5048 5052 5056 5060 5046 5048 X X X X X X X X X X X GV X X X X X X X X X X X X X X X X X X X X X X S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S M M M M GAS MH M GAS MH M X X 1 4 10 2 4 5 7 GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 10 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT ERNEST M. & KRISTEN K. SCHMIDTBERGER ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO DAVID & GRETCHEN OSBORN ONE-STORY METAL BUILDING DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC 9 6 11 8 11 2' CONCRETE PAN PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED POND OUTFALL PROPOSED STORM MH WITH PUMP PROPOSED WATER QUALITY WEIR DETENTION / EXTENDED DETENTION POND 1 IRRIGATION DITCH EMERGENCY SPILLWAY (CONCRETE WEIR) BERM FUTURE DETENTION/EXTENDED EXISTING BANK DETENTION POND 2 LID FOREBAY 1 (12-HOUR PLD DESIGN) PROPOSED INLET 2' CONCRETE PAN 20' DRAINAGE EASEMENT FUTURE LID FEATURE 2 FUTURE LID FEATURE 3 FUTURE LID FEATURE 5 TO TREAT BASIN 4 PRIOR TO DISCHARGE INTO FUTURE CONVEYANCE LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 LOT 7 PROPERTY LINE (TYP) LOT LINE (TYP) 7 FUTURE CONVEYANCE (PIPE OR SWALE) TO CONVEY FLOW FROM BASIN 4 INTO DETENTION POND 1 FUTURE DETENTION/EXTENDED DETENTION POND 3 5 1 3 2 3 POND EMERGENCY SPILL SECTION TIES TO NATURAL GRADE TO MAINTAIN FLOODPLAIN REQUIREMENTS 8 6 FUTURE LID FEATURE 6 FUTURE LID FEATURE 4 FUTURE DETENTION/EXTENDED DETENTION POND 4 9 FUTURE DEVELOPMENT WITHIN BASIN 10 ALLOWED TO MATCH HISTORIC 100-YEAR RUNOFF FROM EXISTING PARKING LOT OF 4.3 CFS OS1 OS1 CITY FLOODPLAIN BOUNDARY (TYP) CITY FLOODWAY BOUNDARY (TYP) FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LEGEND: 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 PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARKS. NOTES: 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 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner PROPOSED CONTOUR PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER EXISTING STORM SEWER LINE PROPERTY BOUNDARY EXISTING INLET GRATE PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED PERMEABLE PAVERS B a BASIN ACREAGE DESIGN POINT BASIN DELINEATION MAJOR RUNOFF COEFFICIENT PROPOSED BASIN LINES Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Drng\1067-001_DRNG.dwg LAYOUT NAME: C5.00 DATE: Oct 10, 2016 - 3:24pm CAD OPERATOR: danny LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [1067-001_xTOPO] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xGRAD_OVERLOT] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C5.00 DRAINAGE EXHIBIT ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH KEYMAP C5.00 75% On-Site Treatment by LID Summary Table Basin (s) Forebay ID Basin New Impervious Area (Ac.) Req'd Min. Area to be Treated (Ac.) LID Forebay Req'd Min. Volume (Cu.-Ft.) 2, 8 1 3.42 2.57 3724 5,6 2 (Future) 2.43 1.82 2646 7 3 (Future) 2.40 1.80 2617 9 4 (Future) 0.64 0.48 696 4 5 (Future) 2.12 1.59 2309 10 6 (Future) 0.40 0.30 436 Total Site New Impervious Area Treated = 8.56 Ac. Percent of New Impervious Area Treated = 75 % 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 3.71 0.25 0.31 29.7 27.5 1.2 5.5 2 2 5.21 0.64 0.80 18.5 17.3 5.6 25.6 3 3 2.94 0.25 0.31 33.9 31.4 0.9 4.1 4 4 2.36 0.95 1.19 16.8 15.7 4.0 18.0 5 5 1.23 0.95 1.19 12.9 12.0 2.4 10.6 6 6 1.80 0.85 1.06 15.9 14.8 2.8 12.6 7 7 2.67 0.95 1.19 16.8 15.7 4.5 20.3 8 8 1.47 0.95 1.19 8.2 7.8 3.4 15.0 9 9 0.71 0.95 1.19 12.4 11.5 1.4 6.1 10 10 0.44 0.95 1.19 6.2 5.8 1.1 5.0 11 11 0.22 0.79 0.99 5.9 5.5 0.5 2.2 OS1 OS1 1.08 0.47 0.59 19.1 17.8 0.8 3.8 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+00 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+00 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+50 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+00 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+50 5046 5048 5052 5056 5060 5046 5048 5052 5056 5060 -40 -20 0 20 40 5055.9 5055.3 5055.30 5054.8 5054.85 5054.0 5054.05 5053.8 5053.75 5053.4 5053.36 5052.9 5052.87 5052.5 5052.49 5051.9 5051.89 5051.5 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) OHE OHE OHE OHE OHE OHE OHE OHE VAULT ELEC T FO FOT T FO FO S M M M M VAULT ELEC T VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 LAPORTE AVENUE SALUD PARKWAY Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Strt\1067-001_XSEC_LAPORTE AVE.dwg LAYOUT NAME: C4.03 DATE: Oct 10, 2016 - 3:24pm CAD OPERATOR: danny LIST OF XREFS: [1067-001_xSITE] [1067-001_xEXST] [1067-001_C3D_Roads] [NES-xborder] [1067-001_KEYMAP] [1067-001_xSTRT_leg] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C4.03 ROADWAY CROSS SECTIONS LAPORTE AVENUE 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 ) 0 1 INCH = 40 FEET 40 40 80 120 KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST 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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4. 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT C4.03 5053.58 5053.30 5053.12 5052.99 5052.83 5052.63 5052.38 5052.14 5051.95 5051.74 5051.49 5051.25 5051.07 5050.93 5050.79 5050.65 5050.51 5050.37 -0.67% -0.75% -0.50% -0.83% -1.05% -1.45% -1.05% -1.17% -0.56% -0.96% PVI STA = 13+00.00 PVI ELEV = 5054.51 PVI STA = 13+54.00 PVI ELEV = 5053.88 PVI STA = 13+78.75 PVI ELEV = 5053.52 PVI STA = 14+03.49 PVI ELEV = 5053.26 PVI STA = 14+27.26 PVI ELEV = 5053.10 PVI STA = 14+65.22 PVI ELEV = 5052.91 PVI STA = 15+08.64 PVI ELEV = 5052.55 PVI STA = 15+43.59 PVI ELEV = 5052.19 PVI STA = 15+87.05 PVI ELEV = 5051.86 PVI STA = 16+61.32 PVI ELEV = 5051.14 PVI STA = 18+15.00 PVI ELEV = 5050.28 -0.67% -0.75% -0.50% -0.83% -1.05% -1.45% -1.05% -1.17% -0.56% -0.96% PVI STA = 13+00.00 PVI ELEV = 5054.51 PVI STA = 13+54.00 PVI ELEV = 5053.88 PVI STA = 13+78.75 PVI ELEV = 5053.52 PVI STA = 14+03.49 PVI ELEV = 5053.26 PVI STA = 14+27.26 PVI ELEV = 5053.10 PVI STA = 14+65.22 PVI ELEV = 5052.91 PVI STA = 15+08.64 PVI ELEV = 5052.55 PVI STA = 15+43.59 PVI ELEV = 5052.19 PVI STA = 15+87.05 PVI ELEV = 5051.86 PVI STA = 16+61.32 PVI ELEV = 5051.14 PVI STA = 18+15.00 PVI ELEV = 5050.28 PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE TIE INTO EXISTING CURB & GUTTER (-1.44%) S M M M M CABLE PROPOSED 80' ROW EXISTING 60' ROW GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT EXISTING 49'  -  47'  -EOP 10' CONCRETE CROSSPAN SALUD PARKWAY SEE SHEET C4.00 PROPOSED 5' SIDEWALK 14' UTILITY EASEMENT R25' R25' PROPOSED RAMP PROPOSED RAMP EXISTING EOA 30' ℄ -  PROPOSED EDGE OF ASPHALT 12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 200' TAPER 300' TURN LANE 200' TAPER 51.30 FUTURE CURB & GUTTER FUTURE SIDEWALK FUTURE RIGHT-OF-WAY 660' SIGHT DISTANCE TRIANGLE 40 MPH (DESIGN SPEED) 30 MPH (POSTED) Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Strt\1067-001_LAPORTE AVE.dwg LAYOUT NAME: C4.02 DATE: Oct 10, 2016 - 3:24pm CAD OPERATOR: danny LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xAerial] [1067-001_xSTRT_leg] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C4.02 PLAN & PROFILE LAPORTE AVENUE 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 ) 0 1 INCH = 40 FEET 40 40 80 120 CENTERLINE LAPORTE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE LAPORTE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP C4.01 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST 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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4. 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT BCVS: 21+72.24 BVCE: 5042.25 ECVS: 22+92.24 EVCE: 5039.25 A.D. = 3.00 K = 40.00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND (-0.60%) X X X X X X X X X OHE OHE X X LAPORTE AVENUE LLC 9' UTILITY EASEMENT 9' UTILITY EASEMENT R50' 50'  -  72' ROW PROPOSED 30" VERTICAL CURB & GUTTER R28' R28' 8' TRAIL TIE TO CURB & GUTTER TEMPORARY TURN-AROUND TIE TO CURB & GUTTER CONCRETE TRAIL EDGE OF TEMPORARY TURNAROUND (RECYCLED ASPHALT) R25' R25' PROPOSED 5' SIDEWALK (FUTURE ROAD EXTENSION) Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Strt\1067-001_STREET A.dwg LAYOUT NAME: C4.01 DATE: Oct 10, 2016 - 3:23pm CAD OPERATOR: danny LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xSTRT_leg] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 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 ) 0 1 INCH = 40 FEET 40 40 80 120 CENTERLINE SALUD PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) C4.01 PLAN & PROFILE SALUD PARKWAY MATCH LINE SEE SHEET C4.00 STA 17+50 LINE MATCH STA 18+00 KEYMAP C4.00 C4.01 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST 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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4. 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT HP ELEV = 5054.60 HP STA = 11+76.00 PVI STA = 11+67.44 PVI ELEV = 5054.80 BVCS: 11+22.45 BVCE: 5054.31 EVCS: 12+12.43 EVCE: 5054.46 A.D. = 1.85 K = 48.70 75.0' VC PVI STA = 13+80.95 PVI ELEV = 5053.20 BVCS: 13+43.45 BVCE: 5053.48 EVCS: 14+18.45 EVCE: 5052.08 A.D. = 2.25 K = 33.31 112.0' VC PVI STA = 16+01.49 PVI ELEV = 5046.09 BCVS: 15+45.49 BVCE: 5047.99 ECVS: 16+57.49 EVCE: 5045.75 A.D. = 2.80 K = 40.00 BCVS: 17+75.54 BVCE: 5045.04 10' CROSSPAN PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND X X X X X M M 72' ROW 50'  -  72' ROW 14' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER 9' UTILITY EASEMENT 50'  -  LAPORTE AVENUE SEE SHEET C4.02 PROPOSED RAMP PROPOSED BRIDGE TO BE DESIGNED BY OTHERS PROPOSED RAMP 10' CONCRETE CROSSPAN R25' R25' TYPE I DRIVE CUT PROPOSED RAMPS TYPE I DRIVE CUT STOP SIGN PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Strt\1067-001_STREET A.dwg LAYOUT NAME: C4.00 DATE: Oct 10, 2016 - 3:23pm CAD OPERATOR: danny LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xSTRT_leg] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 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 ) 0 1 INCH = 40 FEET 40 40 80 120 CENTERLINE SALUD PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) C4.00 PLAN & PROFILE SALUD PARKWAY MATCH LINE SEE SHEET C4.01 STA 18+00 LINE MATCH STA 17+50 KEYMAP C4.00 C4.01 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST 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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4. 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT E E E E E E E E E E E E E E E E E E E GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO DAVID & GRETCHEN OSBORN ONE-STORY METAL BUILDING DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC 2' CONCRETE PAN 2' CONCRETE PAN PROPOSED POND OUTFALL PROPOSED STORM MH WITH PUMP SALUD PARKWAY LAPORTE AVENUE 12.6% 15.4% 25.0% 20.3% 20.5% 0.5% 0.5% 0.5% 0.5% 0.5% 2.1% 2.1% LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 72' ROW 50'  -  72' ROW 50'  -  PROPOSED RAIN GARDEN DETENTION POND IRRIGATION DITCH EMERGENCY SPILLWAY (CONCRETE WEIR) PROPOSED BRIDGE TO BE DESIGNED BY OTHERS TEMPORARY TURN-AROUND FUTURE ROAD NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE 2.2% 2.3% 2.7% 3.1% 2.1% 2.1% 2.1% 1.2% 0.5% 0.5% 0.5% 0.5% 0.5% LOT 7 EXISTING FLOODWAY EXISTING FLOODPLAIN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: 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 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 PROJECT ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL STRUCTURAL WALLS, RETAINING WALLS, LANDSCAPE WALLS, ETC. LOD PROPOSED VERTICAL CURB & GUTTER EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED SWALE PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PEDESTRIAN ACCESS RAMPS APPROXIMATE LIMITS OF DEVELOPMENT PROPOSED PAVERS SIDEWALK CHASE FIELD SURVEY BY: Northern Engineering Services, Inc NE Project No. 1067-001 Date: February 13, 2015 Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: C3.00 DATE: Oct 10, 2016 - 3:23pm CAD OPERATOR: danny LIST OF XREFS: [1067-001_xSITE] [1067-001_xTOPO] [NES-xborder] [1067-001_xPUTIL] [1067-001_xEXST] [1067-001_KEYMAP] [1067-001_xGRAD_OVERLOT] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C3.00 GRADING PLAN OVERALL NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 KEYMAP C3.00 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES G G W FO FO FO FO FO FO G G E E E E E E E E W W G G FO FO FO FO FO FO FO OHE OHE OHE OHE OHE OHE OHE FO FO FO FO FO FO E G FO FO FO FO T E E LEC X X X X X X GV E G ELEC ELEC E E E E E E CONTROL IRR V.P. X X X X X X X X X X X X X X X X X X X OHE OHE OHE X X X X X X X X X X X X X X X X X X X X X X X X G T T T T T E E E CTV CTV E E E X X X 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS W V WV H2O FO FOT T FO FO WV H2O GAS V.P. MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T W H2O ELEC T VAULT F.O. GAS V.P. MH V.P. V.P. ELEC C ELEC ELEC M C T T ELEC ELEC ELEC GV X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ONE-STORY METAL BUILDING ONE STORY ALUM. SIDING BUILDING S W F 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 C O GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT LAPORTE AVENUE LLC LAPORTE AVENUE LLC DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN PROPOSED 4" SANITARY SERVICE (TYP.) 170.24 LF 8" PVC N00°49'37"E 83.66 LF 8" PVC N23°19'37"E 53.78 LF 8" PVC N34°33'35"E 5 1 . 67 L F 8 " P V C R = 750. 00 ' 141.26 LF 8" PVC N38°30'25"E 192.10 LF 8" PVC N38°30'25"E 131.81 LF 8" PVC N61°00'25"E 6.18 LF 8" PVC N83°30'25"E 87 . 8 2 L F 8 " P V C R = 7 0 0 .0 0 ' 279.76 LF 8" PVC S89°18'17"E 41.76 LF 8" PVC N38°30'25"E 44.85 LF 6" PVC N89°10'23"W CONNECT TO EXISTING 8" PVC FROM LAPORTE AVE N:131837.08 E:185739.35 22.50° BEND w/TB N:132007.30 E:185741.81 11.25° BEND w/TB N:132084.11 E:185774.94 BEGIN HORZ. DEFLECTION N:132128.41 E:185805.45 END HORZ. DEFLECTION N:132169.91 E:185836.20 8"x6" TEE w/TB 1-6" GV (SW) N:132304.60 E:185893.72 22.50° BEND w/TB N:132463.46 E:186069.75 22.50° BEND w/TB N:132527.35 E:186185.05 BEGIN HORZ. DEFLECTION N:132528.05 E:186191.19 END HORZ. DEFLECTION N:132532.49 E:186278.84 CONNECT TO EXISTING 6" WATER 1-8"x6" REDUCER 1-8" GV (E) N:132529.09 E:186558.58 11.25° BEND w/TB N:132313.71 E:185882.24 END HORZ. DEFLECTION N:132447.67 E:185621.33 BEGIN HORZ. DEFLECTION N:132424.44 E:185670.31 RELOCATED FH ASSEMBLY N:131857.70 E:185694.80 8"x6" TEE w/TB & 1-6" GV (NW) N:132430.78 E:186043.75 72' ROW 50' -  9' UTILITY EASEMENT 9' UTILITY EASEMENT 72' ROW 50'  -  LAPORTE AVENUE SALUD PARKWAY 9' UTILITY EASEMENT 14' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK INLET 1-2 INV. IN=5039.71 (S) INV. OUT=5039.61 (NW) FG=5044.39 INLET 1-4 INV. IN=5040.18 (SE) INV. OUT=5040.08 (NW) FG=5044.28 INLET 1-3 INV. IN=5039.93 (SE) INV. OUT=5039.83 (N) FG=5044.28 INLET 1-1 INV. IN=5039.24 (SE) INV. OUT=5039.14 (NW) FG=5043.75 STORM STUBOUT INV. OUT=5040.31 (NW) FG=5046.42 STORM FLAPGATE 1 INV. IN=5038.61 (SE) FG=5038.61 INLET 2-5 INV. OUT=5042.18 (NW) FG=5044.62 INLET 2-4 INV. IN=5041.33 (SE) INV. OUT=5041.23 (NE) FG=5044.20 INLET 2-3 INV. IN=5040.59 (SW) INV. OUT=5040.49 (NE) FG=5043.57 INLET 2-2 INV. IN=5039.99 (SW) INV. OUT=5039.89 (NW) FG=5043.06 STMH 2-1 w/ 2-YR ORIFACE (SW) INV. IN=5038.97 (SE) INV. OUT=5039.75 (NE) INV. OUT=5038.87 (SW) FG=5043.00 STORM FLAPGATE 2 INV. IN=5039.67 (SW) FG=5039.67 FES 2-1A INV. IN=5038.75 (NE) FG=5038.75 8"x6" TEE w/TB 1-6" GV (N) 1-8" GV (E) N:132532.51 8" CAP w/ TB E:186264.31 1-8" GV (E) & TEMP. BLOWOFF VALVE N:132454.93 E:185593.04 8"x8" TEE w/TB 1-8" GV (NE) N:132280.46 E:185924.15 22.50° BEND w/TB N:132454.80 E:185604.66 19.01 LF 6" PVC N00°23'46"E 10.33 LF 8" PVC S38°25'58"W CONNECT TO EXISTING SANITARY SERVICE WITH CLEANOUT 8" PVC SANITARY 38.84 LF 8" PVC S51°34'02"E 14.66 LF 8" PVC S51°34'02"E 239.11 LF 8" PVC S62°24'48"E 54 .22 L F 8 " PV C R = 7 00 . 00 ' 18.13 LF 8" PVC S66°51'05"E 11.62 LF 8" PVC S89°21'05"E INSTALL 4" SANITARY SERVICE 8"x6" TEE w/TB 1-6" GV (N,E) N:131857.05 E:185739.64 FH ASSEMBLY N:132296.51 E:185887.30 FH ASSEMBLY N:132551.52 E:186264.44 20' UTILITY EASEMENT 20' SANITARY SEWER EASEMENT 30' DRAINAGE AND UTILITY EASEMENT LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 EXISTING SANITARY CLEANOUT EXISTING SANITARY CLEANOUT LIFT STATION INV. IN=5036.89 (S) INV. OUT=5039.89 (N) FG=5043.74 OUTLET 1 INV. OUT=5037.00 (N) FG=5039.21 FES 3 INV. IN=5042.50 (S) FG=5043.42 FES 4-1 INV. OUT=5037.63 (NW) FES 4 FG=5037.63 INV. IN=5037.33 (SE) FG=5037.33 FUTURE ROAD PROPOSED 1" WATER SERVICE (TYP.) PROPOSED 6" FIRE SERVICE (TYP.) 8" GATE VALVE TO REMAIN CLOSED PROPOSED ELECTRIC LINE PROPOSED ELECTRIC LINE SSMH A SSMH A1 DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT INSTALL 1" WATER SERVICE TEMPORARY TURN-AROUND PROPOSED BRIDGE TO BE DESIGNED BY OTHERS NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE IRRIGATION DITCH EMERGENCY SPILLWAY (CONCRETE WEIR) N:132889.85 E:186561.01 N:132511.89 E:186558.40 N:132515.65 E:186273.43 N:132051.96 E:186020.92 N:131954.53 E:185775.47 N:132243.05 E:185563.44 20' UTILITY EASEMENT 24' PUBLIC AND EMERGENCY ACCESS EASEMENT LOT 7 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 & 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 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 STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 11. 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 OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 12. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 13. CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER CONTRACTOR. 14. CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO CONFLICTS WITH OTHER UTILITIES. 15. CONTRACTOR TO PRESSURE TEST AND TREAT PROPOSED 8” WATER LINE PER ALL CURRENT CITY INSTALLATION SPECIFICATIONS. UPON ACCEPTANCE FROM THE CITY INSPECTOR, WATER LINE SHALL BE DRAINED AND REMAIN VACANT UNTIL THE DEVELOPMENT OF LOT 6. EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV EXISTING ELECTRIC E EXISTING TELEPHONE EXISTING GAS W PROPOSED WATER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER EXISTING FIRE HYDRANT PROPERTY BOUNDARY CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Util\1067-001_UTIL.dwg LAYOUT NAME: C2.00 DATE: Oct 10, 2016 - 3:23pm CAD OPERATOR: danny LIST OF XREFS: [NES-xborder] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xEXST] [1067-001_KEYMAP] [1067-001_xGRAD] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C2.00 UTILITY PLAN NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROPOSED WATER W PROPOSED SANITARY SEWER PROPOSED FH PROPOSED ELECTRIC E KEYMAP C2.00 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES M C T ELEC ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN LOT 1 LOT 2 LOT 6 LOT 4 LOT 7 OVERLOT GRADING Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Phasing\1067-001_PHAS_4.dwg LAYOUT NAME: C1.05 DATE: Oct 10, 2016 - 3:23pm CAD OPERATOR: danny LIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_KEYMAP] [1067-001_xPHAS_Table] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH C1.05 PHASE 4 DETAILS City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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. 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. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING STRUCTURES (TO BE REMOVED) EXISTING CONCRETE / ASPHALT / GRAVEL (TO BE REMOVED) KEYMAP C1.05 PHASING SEQUENCE PHASE 1 2 3 4 General site demolition for construction of Salud Parkway, existing Salud facility to remain active Installation of utilities (water, wastewater, storm, elec, etc.) Grading of detention facilities Construction of Salud Parkway Remodeling of new Salud facility Reconstruction of Laporte Ave and relocation of existing Salud facility access Demolition and overlot grading of existing Salud Facility PHASE 4 NOTES: 1. COMPLETION OF REMODEL OF PROPOSED SALUD FACILITY 2. DEMOLITION OF EXISTING SALUD FACILITY AND PARKING LOT 3. OVERLOT GRADING OF LOTS 1 AND 2 4. SALUD PARKWAY OPEN TO PUBLIC ACCESS 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH C1.04 PHASE 3 DETAILS City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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. 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. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING STRUCTURES (TO BE REMOVED) EXISTING CONCRETE / ASPHALT / GRAVEL (TO BE REMOVED) KEYMAP C1.04 PHASING SEQUENCE PHASE 1 2 3 4 General site demolition for construction of Salud Parkway, existing Salud facility to remain active Installation of utilities (water, wastewater, storm, elec, etc.) Grading of detention facilities Construction of Salud Parkway Remodeling of new Salud facility Reconstruction of Laporte Ave and relocation of existing Salud facility access Demolition and overlot grading of existing Salud Facility PHASE 3 NOTES: 1. RELOCATION OF ACCESS TO THE EXISTING SALUD FACILITY FROM LAPORTE AVE TO SALUD PARKWAY WHILE REMODELING OF PROPOSED SALUD FACILITY IS OCCURING. 2. TEMPORARY RESTRIPING OF EXISTING SALUD PARKING LOT TO WORK WITH RELOCATION OF ACCESS. 3. RECONSTRUCTION OF LAPORTE AVENUE. 4. SALUD PARKWAY TO BE LIMITED TO CONSTRUCTION TRAFFIC ONLY NORTH OF RELOCATED ACCESS TO EXISTING SALUD FACILITY G E E E E E E W W G G FO FO FO FO FO OHE OHE OHE OHE OHE FO FO FO FO FO E FO FO FO T E ELEC X X X X X GV E ELEC ELEC E E E E E CONTROL IRR V.P. X X X X X X X X X X X X X X X X X X X X X X S S X X X X X X OHE OHE X X X X X X X X X X X X X X X X X X X X G T T T T E E CTV CTV E E X X X 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS W V WV H2O H2O H2O WV WV WV VAULT ELEC T C S FO FOT T FO FO WV VAULT F.O. AC AC AC ELEC ELEC ELEC ELEC C S S WV WV M WV W W M W M M H2O AC GAS V.P. MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T W H2O ELEC T VAULT F.O. VAULT ELEC C S T GAS V.P. MH V.P. V.P. ELEC C ELEC ELEC M C T T ELEC ELEC ELEC GV X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT ERNEST M. & KRISTEN K. SCHMIDTBERGER ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO JACOB BROADCASTING OF COLORADO DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN S W F E E E E E E E E E E E E E E E E E E E E E E CO PROVIDE TEMPORARY ASPHALT PATCH DURING CONSTRUCTION OF SALUD PARKWAY AND NEW FACILITY EXISTING SALUD FAMILY HEALTH CENTER FACILITY SALUD PARKWAY TO BE OPEN TO CONSTRUCTION TRAFFIC ONLY PROPOSED SALUD FAMILY HEALTH CENTER FACILITY LAPORTE AVENUE SALUD PARKWAY LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 LOT 7 Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Phasing\1067-001_PHAS_2.dwg LAYOUT NAME: C1.03 DATE: Oct 10, 2016 - 3:22pm CAD OPERATOR: danny LIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xGRAD] [1067-001_xTOPO] [1067-001_xPHAS_Table] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH C1.03 PHASE 2 DETAILS City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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. 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. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING STRUCTURES (TO BE REMOVED) EXISTING CONCRETE / ASPHALT / GRAVEL (TO BE REMOVED) KEYMAP C1.03 PHASING SEQUENCE PHASE 1 2 3 4 General site demolition for construction of Salud Parkway, existing Salud facility to remain active Installation of utilities (water, wastewater, storm, elec, etc.) Grading of detention facilities Construction of Salud Parkway Remodeling of new Salud facility Reconstruction of Laporte Ave and relocation of existing Salud facility access Demolition and overlot grading of existing Salud Facility PHASE 2 NOTES: 1. INSTALLATION OF ALL WATER, SANITARY SEWER, AND STORM SEWER UTILITIES. 2. GRADING OF STORMWATER DETENTION FACILITIES. 3. SITE CONSTRUCTION OF PROPOSED SALUD FACILITY. 4. CONSTRUCTION OF SALUD PARKWAY. SALUD PARKWAY TO BE LIMITED TO CONSTRUCTION TRAFFIC ONLY. 5. EXISTING SALUD FACILITY TO REMAIN OPERATIONAL DURING REMODELING OF PROPOSED SALUD FACILITY. G G G E E E E E G G G E E E E W W X X X X X X X X X X X X X X X X FO E E G G G G G G G G G G G G G G W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W CTV CTV CTV SS CTV CTV G G G G E E E W W W W G G G G FO FO FO FO FO FO FO FO FO FO FO FO OHE OHE FO FO FO FO FO E E E M G FO FO FO FO FO FO FO FO FO T T E E OHE OHE OHE FO X V.P. E X X X X X X X X X OHE OHE W CTV CTV CTV CTV E E E E E WV WV H2O H2O H2O WV WV WV VAULT ELEC T C S T FO FO M VAULT F.O. AC AC AC ELEC ELEC ELEC ELEC C S S WV WV M WV W W M W M M H2O AC V.P. V.P. MH ELECC ELEC M ELEC ELEC ELEC ELEC T VAULT ELEC C S T MH ELEC C ELEC ELEC M ELEC ELEC GV GV GV 6" SS 6" SS 6" SS 6" SS 6" SS VAULT ELEC CABLE VAULT ELEC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT GABRIEL PROPERTIES, LLC / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING ASPHALT TO BE REMOVED EXISTING PORTION OF ONE-STORY BUILDING TO REMAIN EXISTING PORTION OF ONE-STORY BUILDING TO BE REMOVED EXISTING ONE-STORY BUILDING TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING UTILITY POLE TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING GRAVEL TO BE REMOVED EXISTING FIRE HYDRANT TO BE RELOCATED EXISTING FENCE TO BE REMOVED TO PROPERTY LINE EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING UTILITY POLES TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING GRAVEL DRIVE TO BE REMOVED REMOVE EXISTING 6" SANITARY EXISTING GRAVEL TO BE REMOVED EXISTING ASPHALT TO BE REMOVED EXISTING ASPHALT TO BE REMOVED BUILDING TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING ASPHALT TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED TO PROPERTY LINE SAWCUT ASPHALT / / / / / / / / REMOVE EXISTING TEE AND VALVES LAPORTE AVENUE Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Phasing\1067-001_PHAS_1.dwg LAYOUT NAME: C1.02 DATE: Oct 10, 2016 - 3:22pm CAD OPERATOR: danny LIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xSITE] [1067-001_xAerial] [1067-001_xPHAS_Table] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH C1.02 PHASE 1 DETAILS Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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 MATCH LINE - SEE SHEET C1.01 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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. 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. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING STRUCTURES (TO BE REMOVED) EXISTING CONCRETE / ASPHALT / GRAVEL (TO BE REMOVED) KEYMAP C1.02 C1.01 TOP C1.01 BOTTOM PHASING SEQUENCE PHASE 1 2 3 4 General site demolition for construction of Salud Parkway, existing Salud facility to remain active Installation of utilities (water, wastewater, storm, elec, etc.) Grading of detention facilities Construction of Salud Parkway Remodeling of new Salud facility Reconstruction of Laporte Ave and relocation of existing Salud facility access Demolition and overlot grading of existing Salud Facility 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 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. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION. 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. TREE PROTECTION NOTES NATURAL HABITAT BUFFER ZONES X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G T T T T T T T T E E E E X X X 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS T VAULT F.O. V.P. V.P. T 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING CONCRETE TO BE REMOVED EXISTING GRAVEL TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING ONE-STORY BUILDING TO REMAIN EXISTING WALL TO BE REMOVED REMOVE EXISTING FENCE EXISTING UTILITY POLE TO BE REMOVED REMOVE EXISTING FENCE EXISTING ASPHALT TO BE REMOVED EXISTING STORM CULVERT TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING GRAVEL TO BE REMOVED X X X X X X X X X X X X X OHE OHE OHE X X X X C C W H2O EXISTING GRAVEL TO BE REMOVED LAPORTE AVENUE LLC / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING STRUCTURES TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED EXISTING STRUCTURE TO BE REMOVED EXISTING FENCE TO BE REMOVED TO PROPERTY LINE EXISTING UTILITY POLE EXISTING STRUCTURE TO BE REMOVED TO BE REMOVED Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Phasing\1067-001_PHAS_1.dwg LAYOUT NAME: C1.01 DATE: Oct 10, 2016 - 3:22pm CAD OPERATOR: danny LIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xSITE] [1067-001_xAerial] [1067-001_xPHAS_Table] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH C1.01 PHASE 1 DETAILS MATCH LINE - SEE SHEET C1.02 MATCH LINE - SEE THIS SHEET MATCH LINE - SEE THIS SHEET EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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. 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. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING STRUCTURES (TO BE REMOVED) EXISTING CONCRETE / ASPHALT / GRAVEL (TO BE REMOVED) KEYMAP C1.01 TOP C1.01 BOTTOM C1.02 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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 PHASING SEQUENCE PHASE 1 2 3 4 General site demolition for construction of Salud Parkway, existing Salud facility to remain active Installation of utilities (water, wastewater, storm, elec, etc.) Grading of detention facilities Construction of Salud Parkway Remodeling of new Salud facility Reconstruction of Laporte Ave and relocation of existing Salud facility access Demolition and overlot grading of existing Salud Facility 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 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. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION. 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. TREE PROTECTION NOTES NATURAL HABITAT BUFFER ZONES G W W W W W FO FO FO FO FO W W W W W W CTV G E E E E E E W W G G FO FO FO FO FO OHE OHE OHE OHE OHE FO FO FO FO FO E M FO FO FO T E OHE F O X X ELEC V.P. V.P. X X X X X GV X E X ELEC ELEC V.P. E E E E E AC AC CONTROL IRR V.P. V.P. X X X X X X X X X X X X X X X X X X X X X X X X S S X X X X X X X OHE OHE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G OHE T T T T E E CTV CTV E E X X X 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS W V WV H2O H2O H2O WV WV WV VAULT ELEC T C S FO FOT T FO FO WV M VAULT F.O. AC AC AC ELEC ELEC ELEC ELEC C S S WV WV M WV W W M W M M H2O AC V.P. V.P. GAS V.P. V.P. MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T C C W H2O ELEC T VAULT F.O. VAULT ELEC C S T GAS V.P. MH V.P. V.P. V.P. ELEC C ELEC ELEC M C T T ELEC ELEC ELEC GV GV GV 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT ERNEST M. & KRISTEN K. SCHMIDTBERGER ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO JACOB BROADCASTING OF COLORADO EXISTING ONE-STORY BUILDING EXISTING ONE-STORY BUILDING EXISTING FH EXISTING 20" CAST IRON WATER MAIN EXISTING GAS EXISTING FIBER OPTIC EXISTING FIBER OPTIC EXISTING ELECTRIC VAULT EXISTING ONE-STORY HOUSE EXISTING LIGHTPOLE EXISTING MAILBOX EXISTING WATER SERVICE EXISTING WATER SERVICE EXISTING ELECTRIC SERVICE EXISTING GAS SERVICE EXISTING FIBER OPTIC SERVICE EXISTING ONE-STORY STRUCTURE EXISTING GRAVEL DRIVE EXISTING CONCRETE WALK EXISTING STRUCTURES EXISTING FIBER OPTIC SERVICE EXISTING BRIDGE EXISTING DITCH EXISTING ELECTRIC UTILITIES DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC EXISTING FENCE EXISTING FENCE EXISTING CONCRETE LOADING DOCK EXISTING CONCRETE PAD EXISTING CONCRETE WALK EXISTING STRUCTURES EXISTING LIGHTPOLE DAVID & GRETCHEN OSBORN EXISTING ONE-STORY BUILDING LAPORTE AVENUE 64' ROW 80' ROW 60' ROW EXISTING FLOODWAY EXISTING FLOODPLAIN EXISTING ASPHALT NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE 450' TEMPORARY LIMITS OF DEVELOPMENT FOR RED-TAILED HAWK NEST RED-TAILED HAWK NEST APPROXIMATE LOCATION EXISTING BRIDGE EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: 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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5. 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. 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MONITORING WELL VAULT ELEC CONTROL IRR EXISTING LOT LINE EXISTING TREES Northern Engineering Services, Inc NE Project No. 1067-001 Date: February 13, 2015 EXISTING ELEC/TV E/TV CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\Exist\1067-001_ECON.dwg LAYOUT NAME: C1.00 DATE: Oct 10, 2016 - 3:21pm CAD OPERATOR: danny LIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xTOPO] [1067-001_KEYMAP] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C1.00 EXISTING CONDITIONS KEYMAP C1.00 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 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. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION. 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. TREE PROTECTION NOTES NATURAL HABITAT BUFFER ZONES 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's 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 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 Larimer County. 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 10-07 Southeast corner of Taft Hill Rd. and LaPorte Ave. on the northeast wingwall of the bridge over an irrigation ditch. Elevation=5062.84 City of Fort Collins benchmark 31-97 Southwest corner of LaPorte Ave. and Shields St. on a concrete traffic signal base. Elevation=5023.65 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17'. Basis of Bearings The Basis of Bearings is the South line of the Northwest Quarter of Section 10, Township 7 North Range 69 West of the 6th P.M. as bearing South 89°14'44" East 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. 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 Salud Family Health Center dated October 12, 2016 by Northern Engineering Services, Inc., 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 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 box and tracer wire test lid per City Water Detail 25. Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: C0.01 DATE: Oct 10, 2016 - 3:21pm CAD OPERATOR: danny LIST OF XREFS: [Ripley Design] [NES-xborder] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C0.01 CONSTRUCTION NOTES GENERAL & NGVD29 Unadjusted = NAVD88 - 3.17'. Basis of Bearings The Basis of Bearings is the South line of the Northwest Quarter of Section 10, Township 7 North Range 69 West of the 6th P.M. as bearing South 89°14'44" East Northern Engineering Services, Inc NE Project No. 1067-001 Date: February 13, 2015 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX COVER SHEET GRADING PLAN UTILITY PLAN C3.00 C2.00 GENERAL & CONSTRUCTION NOTES C0.00 C0.01 C1.00 EXISTING CONDITIONS PRELIMINARY UTILITY PLANS FOR TRACTS OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1750, 1824, & 1830 WEST LAPORTE AVENUE) SALUD FAMILY HEALTH CENTER CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418 John Santistevan Salud Family Health Centers 203 S. Rollie Avenue Fort Lupton, CO 80621 (303) 892-6401 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT Ripley Design, Inc. 419 Canyon Avenue, Suite 200 Fort Collins, CO 80521 ■ land planning ■ landscape architecture ■ (970) 224-5828 ■ urban design ■ entitlement ■ ARCHITECT TW Beck Architects 170 South St. Vrain Ave. PO Box 57 Estes Park, CO 80517 (970) 586-3913 Sheet Of 15 Sheets SALUD FAMILY HEALTH CENTER DRAWING FILENAME: D:\Projects\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: C0.00 DATE: Oct 10, 2016 - 3:21pm CAD OPERATOR: danny LIST OF XREFS: [Ripley Design] [NES-xborder] 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 10/12/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C0.00 COVER SHEET TRAFFIC ENGINEER Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 C1.01-C1.05 PHASING PLAN C4.00-C4.01 SALUD PARKWAY PLAN & PROFILE C4.02 LAPORTE AVENUE PLAN & PROFILE C4.03 LAPORTE AVENUE ROADWAY CROSS SECTIONS LARIMER AND WELD IRRIGATION DITCH COMPANY C5.00 DRAINAGE PLAN