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Home My WebLink AboutGATEWAY AT PROSPECT - BDR200010 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPROSPECT ROAD INTERSTATE - 25 HWY 14 / E. MULBERRY ST JUNE 2020 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: VICINITY MAP NORTH PROJECT DATUM: NAVD88 PROJECT BENCHMARKS: BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01 LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO WELCOME CENTER, ON A CONCRETE HEADWALL TO AN IRRIGATION PIPE. ELEVATION: 4904.41 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01 LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF HIGHWAY BRASS CAP. ELEVATION: 4934.13 PLEASE NOTE THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM). IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 = NAVD88 - 3.19' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 15 AS BEARING SOUTH 89°59'09" WEST (ASSUMED BEARING). ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO OWNER/APPLICANT PROJECT TEAM: SITE ENGINEER Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 CS2 GENERAL & CONSTRUCTION NOTES 02 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 A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall COLLECTOR WITHOUT PARKING STREET B & STREET E 2.2% (TYP.) 11' TRAVEL LANE 3' BIKE LANE BUFFER 7' BIKE LANE 9' UTILITY EASEMENT 66' ROW 42' ROADWAY (FL-FL) 2.2% (TYP.) 11' TRAVEL LANE 3' BIKE LANE BUFFER 7' BIKE LANE 7' PARKWAY 5' SIDEWALK 9' UTILITY EASEMENT COLLECTOR WITH PARKING STREET D 2.2% (TYP.) 11' TRAVEL LANE 3' PARK BUFFER 9' UTILITY EASEMENT 76' ROW 54' ROADWAY (FL-FL) 5' BIKE LANE 2.2% (TYP.) 11' TRAVEL LANE 3' PARK BUFFER 8 PARK' 6' PARKWAY 5' SIDEWALK 9' UTILITY EASEMENT 5' BIKE LANE 7' PARKWAY 6' PARKWAY 5' SIDEWALK 5' SIDEWALK 8 PARK' Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com 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 OHU OHU OHU OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO FO FO FO FO 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 12" W 12" W 12" W 12" W NP NP NP NP NP NP NP NP NP NP NP NP 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 OHU OHU OHU OHE OHE OHE 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W SD SD SD SD SD SD SD SD SD SD SD SD SD 8" SS 8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W NP NP NP NP NP NP NP / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 X X X X X X X 9971 BFE=4912.06 X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W BL BL BL BL BL BL BL BL 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 BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL TRACT B TRACT E 9' UTILITY EASEMENT 5' SIDEWALK FUTURE 72' ROW FUTURE 50' FL-FL FUTURE 72' ROW FUTURE 50' FL-FL PROPOSED 2' CONCRETE PAN FUTURE STORM DRAIN 66' ROW 42' FL-FL 66' ROW 8077 BFE=4908.5 8177 8678 8918 9599 9314 8197 BFE=4908.25 BFE=4908.82 BFE=4908.98 BFE=4910.13 BFE=4910.77 BFE=4911.00 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W W W W W W W W W W W W W 7256 7001 BFE=4902.9 BFE=4905.7 BFE=4903.7 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 X X X X X X X X X X X X X X X W W W W W W W W W 7663 7256 7001 BFE=4902.9 BFE=4905.7 BFE=4903.7 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO FO FO FO FO FO FO FO FO FO 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 X X X X X X X X X X X X X X X X X G G G G G G W W W W W T T 8" SS 8" SS 8" SS 8" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS E W W W W W W W W W T H 2O SS SS SS SS STREET B PROPOSED STORM DRAIN PROSPECT ROAD ∆ ∆ X X X X X X X X X X X X X X X X X X 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS W ∆ STREET B 42' FL-FL 66' ROW FUTURE 57' ROW FUTURE 36' FL-FL FUTURE STREET B VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER PROJECT BOUNDARY (TYP.) STA. = 21+70.78 (STREET B) STA. = 10+00.00 (STREET D) OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE 5 ' S I D E W A X X X X 10" SS 10" SS VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER STA. = 10+00.00 (STREET D) STA. = 21+70.78 (STREET B) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK R20' R20' R20' R20' R20' R20' PROPOSED STORM DRAIN TRACT E PROPOSED DRAINAGE EASEMENT TRACT B TRACT D STREET B SEE SHEET R2 STREET D STREET B SEE SHEET R2 STREET E SEE SHEET R6 8' CROSS PAN 76' ROW 54' FL-FL 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) ∆ FUTURE 50' FL-FL FUTURE 72' ROW FUTURE STORM DRAIN FUTURE STORM DRAIN PROPOSED LOT LINE PROPOSED FUTURE VERTICAL LOT LINE CURB & GUTTER FUTURE VERTICAL CURB & GUTTER R20' R20' R20' R20' TRACT B TRACT D STA. = 18+25.67 (STREET D) STA. = 10+00.00 (STREET E) TRACT C STREET E SEE SHEET R6 8' CROSS PAN 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 -0.82% PVI STA = 18+66.75 PVI ELEV = 4910.19 -0.82% 0.53% PVI STA = 18+66.75 PVI ELEV = 4910.19 PVI STA = 23+98.61 PVI ELEV = 4911.78 120.0' VC LOW PT ELEV = 4909.64 LOW PT STA = 19+70.65 PVI STA = 19+57.76 PVI ELEV = 4909.45 BVCS: 18+97.76 BVCE: 4909.94 FUTURE 36' FL-FL FUTURE 57' ROW FUTURE VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER EXISTING GRAVEL ROAD TRACT B TRACT B STREET E 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4+00 5+00 6+00 7+00 8+00 8+50 4911.85 4911.73 4911.60 4911.48 4911.35 4911.23 4911.17 4911.17 4911.25 4911.37 4911.49 4911.61 4911.67 4911.65 4911.57 4911.45 -0.50% 0.50% -0.50% PVI STA = 4+40.00 PVI ELEV = 4911.90 90.0' VC HP ELEV = 4911.67 HP STA = 7+57.89 PVI STA = 7+57.89 PVI ELEV = 4911.78 BVCS: 7+12.89 BVCE: 4911.56 EVCS: 8+02.89 EVCE: 4911.56 A.D. = 1.00 K = 90.00 90.0' VC LOW PT ELEV = 4911.16 LOW PT STA = 6+10.68 X X X X X X X X X X X X X X X X X X X 27" SS 27" SS 27" SS 27" SS 27" SS GAS BL BL BL BL BL BL BL BL BL BL BL BL BL STA. = 10+00.00 (STREET E) STA. = 18+25.67 (STREET D) PROPOSED STORM DRAIN 66' ROW 42' FL-FL VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER ∆ TRACT E TRACT B FRONTAGE ROAD FRONTAGE ROAD STREET E STREET D SEE SHEET R3 STREET D SEE SHEET SD SD SD SD SD SD SD SD SD SD SD SD SD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X FO FO FO FO 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 X X X X X EC2 ERIOSION CONTROL DETAILS 21 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO FO 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 2 % 4:1 2 % MAX 2 % 2 % 'SL' 'SR' 2' 5' 6.5' 2.5' 5' 3' 11' 11' 11' 1.5' 3' 1.5' 11' 3' 5' 11' 2.5' 6.5' 5' 2' THRU LANE TURN LANE TURN LANE 6' MEDIAN WALK PARK STRIP BIKE LANE 2 % 2 % 2 % 2 % 2 % MAX 4:1 STA. 11+80'SR' TO STA. 14+82'SR' CONCRETE SIDEWALK (6 INCH) CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CONCRETE SIDEWALK (6 INCH) CURB & GUTTER-TYPE 1 (TYP) SEE PAVEMENT DETAILS (TYP) THRU LANE BIKE LANE TURN LANE PARK STRIP WALK 1' (TYP) FRONTAGE ROAD 2 % 4:1 2 % MAX 2 % 'SL' / 'NEL' 'SR' / 'NER' 2' 5' 6.5' 2.5' 5' 3' 11' 1.5' 1.5' 11' 3' 5' 2.5' 6.5' 5' 2' THRU LANE VAR MEDIAN WALK PARK STRIP BIKE LANE 2 % 2 % 2 % 2 % MAX 4:1 STA. 14+82'SR' TO STA. 16+76'SR' CONCRETE SIDEWALK (6 INCH) CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CONCRETE SIDEWALK (6 INCH) CURB & GUTTER-TYPE 1 (TYP) SEE PAVEMENT DETAILS (TYP) SEE LANDSCAPE PLANS FOR MEDIAN SURFACE TREATMENT THRU LANE PARK STRIP WALK BIKE LANE 1' (TYP) FRONTAGE ROAD 2 % 2 % 2 % PAVEMENT (8 INCH) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / OHU OHU OHU OHU / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / S S 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4907.85 4908.12 4908.39 4908.66 4908.92 4909.18 4909.45 4909.71 4909.96 4910.26 4907.88 4908.47 4909.05 4909.64 4910.22 4910.81 4911.39 4911.98 4912.48 4912.93 14+50 15+00 15+50 16+00 16+50 17+00 4908.09 4908.26 4908.43 4908.61 4908.82 4909.06 4909.29 4909.55 4909.75 4908.71 4907.91 4908.52 4909.12 4909.73 4910.34 4910.94 4911.55 4912.15 4912.66 4913.11 14+50 15+00 15+50 16+00 16+50 17+00 2.34% 1.79% / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS W W W W W W W W W W X X X X X X GAS VAULT ELEC 17+00'NEL' 18+00'NEL' 19+00'NEL' 17+00'NER' 18+00'NER' 19+00'NER' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W Profile View of EOP-Island NE_R V Scale : 4 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4908.04 4907.93 4907.67 4905.52 4900.97 4902.10 4904.64 4904.66 4904.50 4903.95 4903.36 4909.02 4909.52 4910.02 4910.50 4910.90 4911.23 4911.48 4911.65 4911.77 4911.90 4912.02 4912.15 4912.31 4912.49 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+75 0.84% 0.50% 2.00% 0.50% STA 15+46.25'NWR' EL 4912.66 STA 14+44.92'NWR' EL 4912.00 VPC STA 12+56.94'NWR' VPC EL 4910.16 VPI STA 13+16.94'NWR' VPI EL 4911.36 VPT STA 13+76.94'NWR' VPT EL 4911.66 VCL = 120.00 K = 80.00 VPC STA 14+62.50'NWR' VPC EL 4912.09 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4904.13 4904.29 4904.86 4905.29 4906.12 4907.47 4909.94 4910.41 4910.89 4911.36 4911.83 4912.31 9+50 10+00 10+50 11+00 11+50 11+75 1.90% 1.89% STA 10+00.00'SWR' EL 4909.94 STA 10+43.55'SWR' EL 4910.77 STA 11+39.03'SWR' EL 4912.57 4904.13 4904.29 4904.86 4905.14 4905.57 4906.34 4909.94 4910.41 4910.87 4911.28 4911.69 4912.09 9+50 10+00 10+50 11+00 11+50 11+75 1.90% 1.63% STA 10+00.00'SWL' EL 4909.94 STA 10+43.55'SWL' EL 4910.77 STA 11+45.60'SWL' EL 4912.43 'SWL' LINE 'SWR' LINE 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4910.68 4909.63 4908.86 4908.03 4907.97 4907.92 4907.71 4910.08 4910.42 4908.38 4907.47 4907.72 4906.56 4905.56 4905.48 4907.05 4910.38 4911.17 4913.89 4914.09 4914.22 4914.17 4914.01 4913.84 4913.68 4913.52 4913.35 4913.19 4913.03 4912.87 4912.83 4912.97 4913.17 4913.37 4913.57 4913.77 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 'ICD' LINE 0.80% -0.65% 0.80% STA 10+00.00'ICD' EL 4913.89 STA 14+39.82'ICD' EL 4913.89 VPC STA 10+27.83'ICD' VPC EL 4914.11 VPI STA 10+52.83'ICD' 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 4906.19 4906.38 4906.58 4906.79 4907.23 4907.21 4907.26 4907.48 4907.76 4907.95 4907.93 4907.86 4907.77 4907.45 4906.98 4911.23 4911.93 4912.41 4912.88 4913.23 4913.28 4913.04 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 -1.62% 2.82% 1.90% STA 16+00.00'SE' EL 4911.23 STA 16+25.00'SE' EL 4911.93 STA 17+75.00'SE' EL 4912.63 VPC STA 16+76.50'SE' VPC EL 4912.91 VPI STA 17+14.00'SE' VPI EL 4913.62 VPT STA 17+51.50'SE' VPT EL 4913.02 VCL = 75.00 K = 21.28 'SE' LINE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 4906.95 4907.43 4907.90 4908.10 4908.24 4908.12 4908.35 4908.77 4909.28 4909.63 4909.86 4910.09 4910.38 4910.67 4912.16 4912.58 4913.06 4913.57 4913.68 4913.38 4912.82 4912.45 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 -2.27% -1.47% 1.68% 1.92% 2.61% STA 10+25.00'NE' EL 4912.16 STA 11+75.00'NE' EL 4912.82 STA 12+00.00'NE' EL 4912.45 STA 10+50.00'NE' EL 4912.58 STA 10+74.99'NE' EL 4913.06 VPC STA 10+79.00'NE' VPC EL 4913.16 VPI STA 11+16.50'NE' VPI EL 4914.14 VPT STA 11+54.00'NE' VPT EL 4913.29 VCL = 75.00 K = 15.37 'NE' LINE / / / / / / / / / / / / / / / / / / / / / / / / 4901 4905 4910 4915 4920 4901 4905 4910 4915 4920 4905.27 4904.63 4904.13 4903.66 4903.93 4907.23 4910.82 4911.61 4911.59 4911.75 4911.99 4911.72 4910.66 4912.06 4912.30 4912.74 4913.01 4913.01 4912.71 4912.29 4912.05 14+50 15+00 15+50 16+00 16+50 17+00 17+50 -1.68% 1.75% -0.99% 0.87% 1.06% STA 15+00.00'N' EL 4912.06 STA 15+12.50'N' EL 4912.17 STA 15+25.00'N' EL 4912.30 STA 16+50.00'N' EL 4912.29 STA 16+75.00'N' EL 4912.05 VPC STA 15+48.50'N' VPC EL 4912.71 VPI STA 15+86.00'N' VPI EL 4913.37 VPT STA 16+23.50'N' VPT EL 4912.74 VCL = 75.00 K = 21.89 'N' LINE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 4904.26 4904.40 4903.82 4903.23 4903.48 4904.68 4905.15 4905.11 4904.49 4904.28 4904.16 4911.92 4912.03 4912.25 4912.39 4912.33 4912.06 4911.68 4911.29 14+50 15+00 15+50 16+00 16+50 17+00 0.87% -1.55% 0.42% STA 14+75.00'NW' EL 4911.92 STA 15+00.00'NW' EL 4912.03 STA 16+50.00'NW' EL 4911.29 VPC STA 15+28.00'NW' VPC EL 4912.27 VPI STA 15+65.50'NW' VPI EL 4912.60 VPT STA 16+03.00'NW' VPT EL 4912.02 VCL = 75.00 K = 30.89 'NW' LINE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 4907.45 4907.97 4908.57 4908.82 4908.51 4907.85 4907.62 4906.91 4907.26 4906.27 4905.36 4904.74 4910.39 4911.06 4911.73 4912.23 4912.55 4912.55 4912.21 4911.71 4911.10 15+50 16+00 16+50 17+00 17+50 18+00 18+50 2.00% 2.67% -2.54% -2.00% STA 15+75.00'SW' EL 4910.39 STA 16+25.00'SW' EL 4911.73 STA 17+55.00'SW' EL 4911.61 STA 17+98.47'SW' EL 4910.50 VPC STA 16+49.50'SW' VPC EL 4912.22 VPI STA 16+87.00'SW' VPI EL 4912.97 VPT STA 17+24.50'SW' VPT EL 4912.22 VCL = 75.00 K = 18.75 'SW' LINE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 13'SR'+50 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 14'SR'+00 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 14'SR'+50 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 15'SR'+00 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 15'SR'+50 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 -28.00, 4904.93 -50.50, 4904.48 -47.00, 4904.55 -63.00, 4906.32 -65.84, 4905.61 -14.77, 4905.19 -11.77, 4905.25 0.00, 4904.91 33.50, 4904.24 30.00, 4904.31 46.00, 4906.09 49.64, 4905.18 -3.00, 4904.97 2.0% 2.0% 4.0:1 2.0% 2.0% 2.0% 4.0:1 13'NER'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4910.39 22.00, 4909.95 25.50, 4909.88 38.00, 4911.73 46.06, 4909.71 -3.00, 4910.45 -8.99, 4910.46 -11.99, 4910.40 -33.99, 4909.96 -37.49, 4909.89 -11.99, 4910.40 -33.99, 4909.96 -75.52, 4905.35 -49.99, 4911.74 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 13'NER'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4910.05 22.00, 4909.61 25.50, 4909.54 38.00, 4911.39 45.97, 4909.40 -3.00, 4910.11 -8.99, 4910.16 -11.99, 4910.10 -33.99, 4909.66 -37.49, 4909.59 -11.99, 4910.10 -33.99, 4909.66 -73.11, 4905.66 -49.99, 4911.44 2.0% 2.0% 19'NER'+00 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4912.31 19.00, 4912.29 22.50, 4912.22 35.00, 4914.07 50.60, 4910.17 -12.00, 4912.37 -30.69, 4911.99 -34.19, 4911.92 -47.00, 4913.79 -82.64, 4904.88 0.00, 4912.31 0.1% 2.0% 4.0:1 2.0% 2.0% 4.0:1 0.4% 0.00, 4912.14 19.00, 4912.00 22.50, 4911.93 35.00, 4913.77 49.90, 4910.05 -12.00, 4912.24 -31.00, 4911.86 -34.50, 4911.79 -47.00, 4913.63 -59.83, 4910.42 0.00, 4912.14 0.7% 2.0% 4.0:1 2.0% 2.0% 4.0:1 0.8% 18'NER'+75 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 14'NWR'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4910.73 12.32, 4910.49 15.82, 4910.42 35.00, 4912.39 66.84, 4904.43 -17.28, 4910.39 -20.77, 4910.32 -17.28, 4910.39 -35.79, 4912.22 -64.86, 4904.96 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 15'NWR'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 0 20 40 60 80 100 120 140 0.00, 4911.01 18.04, 4910.66 14.51, 4910.73 47.65, 4910.54 38.80, 4912.69 61.16, 4907.29 70.26, 4905.14 77.26, 4903.53 2.0% 2.0% 2.1% 4.1:1 4.2:1 4.2:1 4.3:1 15'NWR'+35 4880 4890 4900 4910 4920 4880 4890 20'SER'+15 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 0 20 40 60 80 65.98, 4907.52 59.98, 4908.97 19.66, 4911.72 16.13, 4911.78 59.98, 4908.97 40.36, 4913.76 0.00, 4912.05 16.12, 4911.78 -3.00, 4912.11 4.1:1 2.2% 4.1:1 1.6% 20'SER'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 0 20 40 60 80 100 0.00, 4911.52 14.02, 4911.24 17.52, 4911.17 38.03, 4913.18 60.70, 4907.51 -2.50, 4911.57 2.0% 2.0% 4.0:1 20'SER'+70 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -80 -60 -40 -20 0 20 40 60 80 100 0.00, 4911.22 13.51, 4910.95 10'SWR'+75 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 0 20 40 60 0.00, 4910.07 74.26, 4906.86 64.74, 4906.69 20.54, 4909.81 17.02, 4909.87 57.39, 4908.03 49.23, 4909.76 1.2% 2.6% 2.4% 5.0:1 4.7:1 5.1:1 11'SWR'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 0 20 40 60 11'SWR'+30 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 0 20 40 60 10'SWR'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 0.00, 4909.60 -12.13, 4909.34 -15.63, 4909.27 -12.13, 4909.34 -18.64, 4911.05 79.04, 4907.49 74.71, 4906.87 17.80, 4909.30 14.26, 4909.36 36.55, 4907.33 20.84, 4911.09 1.7% 2.0% 2.0% 4.0:1 2.4% 8.5:1 4.2:1 -51.78, 4902.77 'SWR' LINE 46.35, 4906.27 75.00, 4906.91 62.05, 4908.68 76.27, 4906.89 67.10, 4906.88 10'SWL'+75 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 0.00, 4909.99 -13.41, 4909.72 -16.91, 4909.65 -53.99, 4902.97 2.0% 2.0% 4.0:1 11'SWL'+02 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 -14.33, 4910.16 -17.83, 4910.09 -73.21, 4903.28 -37.50, 4912.20 0.00, 4910.43 2.50, 4910.48 -14.33, 4910.16 0.00, 4910.43 2.0% 4.0:1 1.9% 11'SWL'+35 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 -20.68, 4910.62 -66.57, 4906.61 -80.12, 4903.38 -47.98, 4911.10 -41.46, 4912.68 0.00, 4910.96 -17.14, 4910.69 3.00, 4911.02 2.2% 2.2% 4.2:1 4.1:1 4.1:1 1.6% 'SWL' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X6 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 XS06 44 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD CROSS SECTIONS NOT FOR CONSTRUCTION REVIEW SET 17.01, 4910.88 37.52, 4912.89 59.11, 4907.49 -2.78, 4911.24 -16.10, 4911.00 -19.65, 4910.95 -40.60, 4913.04 -61.11, 4908.25 2.0% 2.0% 4.0:1 1.8% 1.8% 2.4% 2.3% 4.3:1 'SER' LINE 20'SEL'+17 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -80 -60 -40 -20 00 2.97, 4912.24 -0.03, 4912.18 -18.07, 4911.84 -21.58, 4911.77 -42.15, 4913.83 -64.28, 4908.44 1.9% 2.2% 4.1:1 20'SEL'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -80 -60 -40 -20 00 0.00, 4911.59 -15.21, 4911.29 2.50, 4911.64 -15.21, 4911.29 -18.75, 4911.23 -39.49, 4913.30 -63.74, 4907.52 2.0% 2.3% 4.2:1 'SEL' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X5 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 XS05 43 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD CROSS SECTIONS NOT FOR CONSTRUCTION REVIEW SET 4900 4910 4920 0 20 40 60 80 100 0.00, 4911.28 17.69, 4910.98 -3.00, 4911.34 21.23, 4910.91 64.98, 4907.22 41.80, 4912.94 79.41, 4903.56 1.7% 2.1% 4.1:1 4.1:1 'NWR' LINE 13'NWR'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4909.61 19.00, 4909.23 22.50, 4909.16 35.00, 4911.01 46.62, 4908.10 0.00, 4909.61 -19.00, 4909.23 -22.50, 4909.16 -35.00, 4911.01 -46.73, 4908.07 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 13'NWR'+95 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 23.24, 4909.98 19.63, 4910.05 0.00, 4910.46 81.58, 4900.76 71.98, 4903.09 59.78, 4906.06 39.86, 4910.91 36.16, 4911.81 -19.63, 4910.10 -23.24, 4910.04 0.00, 4910.46 -19.63, 4910.10 -39.86, 4911.01 -36.16, 4911.90 -39.86, 4911.01 -59.79, 4906.21 -78.25, 4901.76 2.1% 1.8% 4.1:1 4.1:1 4.1:1 4.1:1 1.8% 2.1% 4.2:1 4.2:1 4.2:1 14'NWR'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4910.48 18.57, 4910.11 22.07, 4910.04 35.00, 4911.89 68.38, 4903.55 0.00, 4910.48 -19.00, 4910.10 -22.50, 4910.03 -35.00, 4911.88 -68.86, 4903.41 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 0.00, 4910.19 19.00, 4909.81 22.50, 4909.74 35.00, 4911.58 58.20, 4905.78 0.00, 4910.19 -19.00, 4909.81 -22.50, 4909.74 -35.00, 4911.58 -50.23, 4907.77 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 13'NWR'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 SKEWED SECTION OVER CULVERT 'NWR' LINE 15'NWL'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 0.00, 4911.03 -13.93, 4910.75 -17.43, 4910.68 -37.96, 4912.69 -69.69, 4904.75 -50.98, 4909.45 -57.64, 4907.79 2.0% 2.0% 4.0:1 15'NWL'+37 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 3.00, 4911.48 0.00, 4911.42 -16.10, 11, 4911.16 -19.63, 4911.10 -40.30, 4913.16 -55.54, 4909.43 -76.16, 4904.44 1.6% 4.1:1 4.1:1 'NWL' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X4 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 XS04 42 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD CROSS SECTIONS NOT FOR CONSTRUCTION REVIEW SET 'NER' LINE 11'NEL'+40 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -80 -60 -40 -20 00 -19.84, 4911.53 -23.35, 4911.47 -80.96, 4904.47 -67.90, 4907.63 -43.93, 4913.50 0.00, 4911.85 3.00, 4911.91 0.00, 4911.85 4.1:1 1.6% 11'NEL'+64 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 -78.87, 4904.51 -21.23, 4911.15 -41.96, 4913.22 -0.01, 4911.51 -17.69, 4911.21 2.99, 4911.57 -0.01, 4911.51 4.2:1 1.7% 'NEL' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X3 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 XS03 41 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD CROSS SECTIONS NOT FOR CONSTRUCTION REVIEW SET 4.0:1 2.0% 2.0% 4.0:1 14'NER'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4909.82 22.00, 4909.38 25.50, 4909.31 38.00, 4911.15 45.25, 4909.34 -3.00, 4909.88 -9.00, 4910.02 -12.00, 4909.96 -34.00, 4909.52 -37.50, 4909.45 -12.00, 4909.96 -34.00, 4909.52 -71.82, 4905.83 -50.00, 4911.29 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 14'NER'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4909.80 22.00, 4909.36 25.50, 4909.29 38.00, 4911.13 44.80, 4909.43 -3.00, 4909.86 -8.99, 4910.09 -11.99, 4910.03 -33.89, 4909.59 -37.39, 4909.52 -11.99, 4910.03 -33.89, 4909.59 -70.65, 4906.17 -49.89, 4911.36 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 'NER' LINE 11'NER'+50 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 140 64.02, 4908.57 61.20, 4909.24 21.18, 4911.69 17.63, 4911.75 43.38, 4913.47 42.04, 4913.79 0.00, 4912.03 17.63, 4911.75 -3.00, 4912.09 4.2:1 2.4% 1.6% 11'NER'+75 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 0 20 40 60 80 100 120 140 18.43, 4911.25 14.92, 4911.31 58.93, 4908.32 41.15, 4912.73 38.97, 4913.27 0.00, 4911.61 14.92, 4911.31 -3.00, 4911.67 2.1% 4.0:1 2.0% 12'NER'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4910.74 21.47, 4910.31 24.97, 4910.24 38.00, 4912.10 50.25, 4909.03 -3.00, 4910.80 -9.00, 4910.79 -11.99, 4910.73 -28.78, 4910.39 -32.28, 4910.32 -11.99, 4910.73 -28.78, 4910.39 -79.06, 4905.01 -49.99, 4912.27 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 -27.45, 4910.93 -31.00, 4910.87 -88.80, 82, 4904.55 -68.08, 4909.13 -55.92, 4911.97 -51.95, 4912.92 0.00, 4911.26 14.41, 4910.97 17.91, 4910.90 38.08, 4912.90 55.20, 4908.62 -3.00, 4911.32 -9.56, 4911.28 -12.57, 4911.22 -27.45, 4910.93 4.4:1 2.0% 2.0% 4.0:1 1.9% 12'NER'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 'NER' LINE 15'NER'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4909.99 21.08, 4909.57 24.58, 4909.50 37.11, 4911.35 45.60, 4909.22 -3.00, 4910.05 -9.00, 4910.34 -12.00, 4910.28 -31.09, 4909.90 -34.59, 4909.83 -12.00, 4910.28 -31.09, 4909.90 -67.60, 4906.55 -47.09, 4911.67 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 15'NER'+50 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4910.26 19.00, 4909.88 22.50, 4909.81 35.00, 4911.66 48.69, 4908.23 -12.00, 4910.54 -31.00, 4910.16 -34.50, 4910.09 -47.00, 4911.94 -67.66, 4906.77 0.00, 4910.26 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 2.3% 16'NER'+00 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4910.53 19.00, 4910.15 22.50, 4910.08 35.00, 4911.93 45.82, 4909.22 -12.00, 4910.80 -31.00, 4910.42 -34.50, 4910.35 -47.00, 4912.20 -61.57, 4908.55 0.00, 4910.53 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 2.3% 16'NER'+50 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4910.80 19.00, 4910.42 22.50, 4910.35 35.00, 4912.19 47.17, 4909.15 -12.00, 4911.06 -31.00, 4910.68 -34.50, 4910.61 -47.00, 4912.46 -56.17, 4910.17 0.00, 4910.80 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 2.2% 'NER' LINE 17'NER'+00 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4911.07 19.00, 4910.69 22.50, 4910.62 35.00, 4912.46 47.03, 4909.45 -12.00, 4911.32 -31.00, 4910.94 -34.50, 4910.87 -47.00, 4912.72 -52.35, 4911.38 0.00, 4911.07 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 2.1% 17'NER'+50 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4911.34 19.00, 4910.96 22.50, 4910.89 35.00, 4912.73 45.68, 4910.06 -12.00, 4911.58 -31.00, 4911.20 -34.50, 4911.13 -47.00, 4912.98 -52.79, 4911.53 0.00, 4911.34 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 2.1% 18'NER'+00 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4911.60 19.00, 4911.22 22.50, 4911.15 35.00, 4913.00 47.61, 4909.85 -12.00, 4911.84 -31.00, 4911.46 -34.50, 4911.39 -47.00, 4913.24 -52.78, 4911.79 0.00, 4911.60 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 2.0% 18'NER'+50 4890 4900 4910 4920 4930 4890 4900 4910 4920 4930 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 0.00, 4911.96 19.00, 4911.70 22.50, 4911.63 35.00, 4913.47 49.12, 4909.94 -12.00, 4912.11 -31.00, 4911.73 -34.50, 4911.66 -47.00, 4913.50 -57.71, 4910.82 0.00, 4911.96 1.4% 2.0% 4.0:1 2.0% 2.0% 4.0:1 1.2% 'NER' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X2 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 XS02 40 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD CROSS SECTIONS NOT FOR CONSTRUCTION REVIEW SET -28.00, 4905.60 -50.50, 4905.15 -47.00, 4905.22 -63.00, 4906.99 -67.39, 4905.90 -19.77, 4905.76 -16.77, 4905.82 0.00, 4905.60 33.50, 4904.93 30.00, 4905.00 46.00, 4906.77 50.96, 4905.53 -3.00, 4905.66 2.0% 2.0% 4.0:1 2.0% 2.0% 2.0% 4.0:1 -28.00, 4906.59 -50.50, 4906.14 -47.00, 4906.21 -63.00, 4907.99 -70.30, 4906.16 -24.77, 4906.66 -21.77, 4906.72 0.00, 4906.62 22.50, 4906.17 19.00, 4906.24 35.13, 4908.02 42.47, 4906.18 -3.00, 4906.68 2.0% 2.0% 4.0:1 2.0% 2.0% 2.0% 4.0:1 -24.68, 4907.82 -27.69, 4907.76 -50.20, 4907.29 -46.70, 4908.12 -74.30, 4906.22 -62.71, 4909.13 0.00, 4907.83 22.50, 4907.38 19.00, 4907.45 35.00, 4909.23 47.30, 4906.15 -3.00, 4907.89 2.1% 2.1% 1.9% 4.0:1 2.0% 2.0% 4.0:1 -19.73, 4908.97 -22.78, 4908.90 -46.34, 4908.34 -42.75, 4909.18 -74.58, 4906.26 -62.43, 4909.32 -59.22, 4910.13 0.00, 4909.04 20.83, 4908.63 17.33, 4908.70 35.38, 4910.51 51.27, 4906.54 -3.00, 4909.10 2.4% 1.5% 4.0:1 2.0% 2.0% 4.0:1 'SR' LINE 11'SR'+25 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 11'SR'+50 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 12'SR'+00 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 12'SR'+50 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 13'SR'+00 4890 4900 4910 4890 4900 4910 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 -28.00, 4903.12 -60.14, 4902.48 -56.64, 4902.55 -73.12, 4904.33 -75.67, 4903.70 -6.00, 4903.56 -3.50, 4903.61 -2.50, 4903.17 32.30, 4902.48 0.00, 4903.12 28.80, 4902.55 45.47.70, 48, 4904.4903.34 90 2.0% 2.0% 4.0:1 2.0% 2.0% 2.0% 4.0:1 -28.00, 4903.13 -54.78, 4902.59 -51.28, 4902.66 -67.49, 4904.44 -68.90, 4904.09 -6.00, 4903.57 -3.50, 4903.62 -2.50, 4903.18 25.62, 4902.62 0.00, 4903.13 22.12, 4902.69 38.39, 4904.47 40.64, 4903.91 2.0% 2.0% 4.0:1 2.0% 2.0% 2.0% 4.0:1 -28.00, 4903.44 -50.50, 4902.99 -47.00, 4903.06 --63.63.61, 00, 4904.4904.68 83 -6.00, 4903.88 -3.50, 4903.93 -2.50, 4903.48 23.83, 4902.95 0.00, 4903.43 20.33, 4903.02 36.37, 4904.80 39.34, 4904.06 2.0% 2.0% 4.0:1 2.0% 2.0% 2.0% 4.0:1 -28.00, 4903.94 -50.50, 4903.49 -47.00, 4903.56 -63.00, 4905.33 -64.66, 4904.92 -6.00, 4904.38 -3.50, 4904.43 -2.50, 4903.97 27.75, 4903.37 0.00, 4903.92 24.25, 4903.44 40.30, 4905.22 43.05, 4904.53 2.0% 2.0% 4.0:1 2.0% 2.0% 2.0% 4.0:1 -28.00, 4904.43 -50.50, 4903.98 -47.00, 4904.05 -63.00, 4905.83 -65.16, 4905.28 -9.77, 4904.80 -6.77, 4904.86 0.00, 4904.42 31.68, 4903.79 28.18, 4903.86 44.22, 4905.63 47.35, 4904.85 -3.00, 4904.48 2.0% 2.0% 4.0:1 2.0% 2.0% 2.0% 4.0:1 'SR' LINE 16'SR'+00 4890 4900 4910 4890 4900 4910 0 20 40 60 80 100 120 140 16'SR'+50 4890 4900 4910 4890 4900 4910 0 20 40 60 80 100 120 140 16'SR'+60 4890 4900 4910 4890 4900 4910 0 20 40 60 80 0.00, 4910.26 14.01, 4909.98 -3.00, 4910.32 17.53, 4909.91 14.03, 4909.98 37.96, 4911.93 57.67, 4907.02 2.0% 2.0% 4.0:1 0.00, 4911.37 -3.00, 4911.43 22.82, 4910.98 19.30, 4911.04 47.59, 4912.03 43.47, 4913.04 47.68, 4912.01 49.87, 4911.47 66.67.08, 22, 4907.4907.57 30 1.7% 2.2% 4.1:1 0.00, 4911.55 -3.00, 4911.61 23.57, 4911.13 20.07, 4911.19 61.67, 4908.90 44.17, 4913.18 68.22, 4907.32 1.8% 2.2% 2.2% 4.1:1 'SR' LINE 16'SL'+00 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 0.00, 4910.10 -20.30, 4909.76 -16.80, 4909.82 -39.71, 4911.73 -58.83, 4906.95 3.00, 4910.16 1.7% 2.0% 4.0:1 16'SL'+51 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 -19.90, 4910.91 -23.42, 4910.85 -44.10, 4912.91 -60.07, 4909.01 -68.64, 4906.93 -0.01, 4911.21 -19.90, 4910.91 2.99, 4911.27 -0.01, 4911.21 2.2% 4.1:1 4.1:1 1.5% 16'SL'+61 4880 4890 4900 4910 4920 4880 4890 4900 4910 4920 -140 -120 -100 -80 -60 -40 -20 00 -21.00, 4911.07 -24.53, 4911.01 -45.24, 4913.06 -62.84, 4908.76 -70.52, 4906.90 2.99, 4911.44 -0.01, 4911.38 -21.00, 4911.07 2.2% 2.2% 4.1:1 4.1:1 1.5% 'SL' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X1 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 XS01 39 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD CROSS SECTIONS NOT FOR CONSTRUCTION REVIEW SET / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X 11+00'ICD' 12+00'ICD' 13+00'ICD' 16+00'SW' 17+00'SW' 18+00'SW' 16+00'SE' 17+00'SE' 18+00'SE' 16+00'NW' 17+00'NW' 1 7 + 4 ' N W Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 12 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP12 38 of 44 GATEWAY AT PROSPECT ROUNDABOUT EOP CURB RETURN PLAN & PROFILE KEY MAP N SCALE, FEET0 10 20 PLAN VIEW PROFILE VIEW FRONTAGE ROAD COMMERCIAL ROAD NOT FOR CONSTRUCTION REVIEW SET 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB MOUNTABLE CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT PROPOSED ROW PROPOSED ROW PROPOSED ROW TRUCK APRON TRACT G TRACT F 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK 18" SPILL CURB FUTURE ELEV. EXISTING ELEV. / / / / / / / / 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 X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X 12+00'ICD' 13+00'ICD' 14+00'ICD' 16+00'SW' 17+00'SW' 18+00'SW' 16+00'SE' 1 2 + 6 8 ' N 13+00'N' 14+00'N' 15+00'N' 1 2 + 6 8 ' N W 13+00'NW' 14+00'NW' 15+00'NW' 16+00'NW' 17+00'NW' Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 11 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP11 37 of 44 GATEWAY AT PROSPECT ROUNDABOUT EOP CURB RETURN PLAN & PROFILE KEY MAP N SCALE, FEET0 10 20 PLAN VIEW PROFILE VIEW RESIDENTIAL ROAD COMMERCIAL ROAD FRONTAGE ROAD NOT FOR CONSTRUCTION REVIEW SET TRACT F TRACT G TRACT D 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT PROPOSED ROW PROPOSED ROW PROPOSED ROW 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB TRUCK APRON MOUNTABLE CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB BOX ELDER CREEK 18" SPILL CURB 18" SPILL CURB FUTURE ELEV. EXISTING ELEV. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 GAS 13+00'ICD' 14+00'ICD' 17+00'SW' 18+00'SW' 12+00'NE' 13+00'NE' 14+00'NE' 15+00'N' 16+00'N' 17+00'N' 18+00'N' 19+00'N' 15+00'NW' 16+00'NW' 17+00'NW' Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 10 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP10 36 of 44 GATEWAY AT PROSPECT ROUNDABOUT EOP CURB RETURN PLAN & PROFILE KEY MAP N SCALE, FEET0 10 20 PLAN VIEW PROFILE VIEW FRONTAGE ROAD COMMERCIAL ROAD RESIDENTIAL ROAD NOT FOR CONSTRUCTION REVIEW SET TRACT G TRACT D TRACT F 9.0' UTILITY EASEMENT 10' SIDEWALK TRUCK APRON MOUNTABLE CURB 30" VERTICAL CURB 30" VERTICAL CURB PROPOSED ROW PROPOSED ROW PROPOSED ROW 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 5' SIDEWALK 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB 30" VERTICAL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB FUTURE ELEV. EXISTING ELEV. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X GAS 11+00'ICD' 14+00'ICD' 17+00'SE' 18+00'SE' 1 8 + 5 9 ' S E 10+00'NE' 11+00'NE' 12+00'NE' 13+00'NE' 16+00'N' 17+00'N' 18+00'N' Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 09 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP09 35 of 44 GATEWAY AT PROSPECT ROUNDABOUT EOP CURB RETURN PLAN & PROFILE KEY MAP N SCALE, FEET0 10 20 PLAN VIEW PROFILE VIEW COMMERCIAL ROAD FRONTAGE ROAD NOT FOR CONSTRUCTION REVIEW SET TRACT G TRACT D 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT PROPOSED ROW PROPOSED ROW PROPOSED ROW 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB 18" SPILL CURB FUTURE ELEV. EXISTING ELEV. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 X X X X X X 11+00'ICD' 12+00'ICD' 14+00'SW' 15+00'SW' 16+00'SW' 15+00'SE' 16+00'SE' 17+00'SE' 18+00'SE' 1 8 + 5 9 ' S E 10+00'NE' 11+00'NE' Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 08 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP08 34 of 44 GATEWAY AT PROSPECT ROUNDABOUT EOP CURB RETURN PLAN & PROFILE KEY MAP N SCALE, FEET0 10 20 PLAN VIEW PROFILE VIEW FRONTAGE ROAD COMMERCIAL ROAD NOT FOR CONSTRUCTION REVIEW SET PROPOSED ROW PROPOSED ROW PROPOSED ROW TRACT F TRACT G 30" VERTICAL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 10' SIDEWALK 5' SIDEWALK 5' SIDEWALK 9.0' UTILITY EASEMENT 10' SIDEWALK 30" VERTICAL CURB 18" SPILL CURB FUTURE ELEV. EXISTING ELEV. VPI EL 4914.32 VPT STA 10+77.83'ICD' VPT EL 4914.15 VCL = 50.00 K = 34.30 VPC STA 12+69.90'ICD' VPC EL 4912.90 VPI STA 12+94.90'ICD' VPI EL 4912.73 VPT STA 13+19.90'ICD' VPT EL 4912.93 VCL = 50.00 K = 34.38 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X GAS FRONTAGE ROAD 12+00'NER' 15+00'NWL' 15+00'NWR' 11+00'SWL' 11+00'SWR' 2 1 + 7 ' S E L 21+00'SEL' 21+00'SER' 22+00'SER' COMMERCIAL ROAD COMMERCIAL ROAD 11+00'ICD' 12+00'ICD' 13+00'ICD' 14+00'ICD' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 07 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP07 33 of 44 GATEWAY AT PROSPECT KEY MAP N SCALE, FEET0 10 20 PLAN VIEW PROFILE VIEW NOT FOR CONSTRUCTION REVIEW SET ROUNDABOUT MEDIAN PLAN & PROFILE 9.0' UTILITY EASEMENT 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK TRUCK APRON MOUNTABLE CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB DOUBLE 18" SPILL CURB 9.0' UTILITY EASEMENT 10' SIDEWALK 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB 18" SPILL CURB 18" SPILL CURB 30" VERTICAL CURB 10' SIDEWALK DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB PROPOSED ROW PROPOSED ROW PROPOSED ROW TRACT F TRACT G FUTURE ELEV. EXISTING ELEV. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X GAS 1 0 + ' S W L 11+00'SWL' 1 0 + ' S W R 11+00'SWR' 2 1 + 7 ' S E L 21+00'SEL' 21+00'SER' 22+00'SER' COMMERCIAL ROAD COMMERCIAL ROAD 11+00'ICD' 12+00'ICD' 13+00'ICD' 14+00'ICD' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 4905 4910 4915 4920 4905 4910 4915 4920 Profile View of EOP-Island SE_L 4905 4910 4915 4920 4905 4910 4915 4920 4908.01 4908.05 4907.97 4907.85 4907.41 4906.94 4906.46 4905.98 4905.68 4913.56 4913.19 4912.81 4912.44 4912.06 19+50 20+00 20+50 21+00 21+50 22+00 -1.50% -1.50% STA 20+00.00'SER' EL 4913.56 STA 20+74.34'SER' EL 4912.45 STA 21+17.04'SER' EL 4911.81 4908.07 4908.02 4907.86 4907.41 4913.33 4912.88 4912.44 4912.06 19+50 20+00 20+50 21+00 21+50 -1.78% -1.50% STA 20+02.39'SEL' EL 4913.73 STA 20+74.34'SEL' EL 4912.45 STA 21+17.04'SEL' EL 4911.81 'SEL' LINE 'SER' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 06 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP06 32 of 44 GATEWAY AT PROSPECT KEY MAP N SCALE, FEET0 10 20 PLAN VIEW PROFILE VIEW NOT FOR CONSTRUCTION REVIEW SET ROUNDABOUT MEDIAN PLAN & PROFILE 9.0' UTILITY EASEMENT 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK TRUCK APRON MOUNTABLE CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB DOUBLE 18" SPILL CURB 9.0' UTILITY EASEMENT 10' SIDEWALK 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB 18" SPILL CURB 18" SPILL CURB 30" VERTICAL CURB PROPOSED ROW PROPOSED ROW PROPOSED ROW PROPOSED ROW TRACT F TRACT G TRACT G FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. VPI STA 15+00.00'NWR' VPI EL 4912.27 VPT STA 15+37.50'NWR' VPT EL 4912.59 VCL = 75.00 K = 217.62 4902.10 4904.64 4904.66 4904.51 4904.00 4903.51 4912.02 4912.15 4912.32 4912.57 14+00 14+50 15+00 15+50 15+75 1.38% 0.50% STA 14+44.92'NWL' EL 4912.00 STA 15+49.18'NWL' EL 4912.87 VPC STA 14+71.50'NWL' VPC EL 4912.13 VPI STA 15+09.00'NWL' VPI EL 4912.32 VPT STA 15+46.50'NWL' VPT EL 4912.84 VCL = 75.00 'NWL' LINE K = 85.21 'NWR' LINE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X GAS 15+00'NWL' 13+00'NWR' 14+00'NWR' 15+00'NWR' STREET E 11+00'SWL' 11+00'SWR' 11+00'ICD' 12+00'ICD' 13+00'ICD' 14+00'ICD' 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 12" W 12" W 12" W 12" W SD SD SD SD SD SD SD SD NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 05 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP05 31 of 44 GATEWAY AT PROSPECT KEY MAP N SCALE, FEET0 10 20 PLAN VIEW PROFILE VIEW NOT FOR CONSTRUCTION REVIEW SET STREET E (CONTINUATION) PLAN & PROFILE TRACT D TRACT F BOX ELDER CREEK BOX ELDER CREEK 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT TRACT E 5' SIDEWALK 5' SIDEWALK PROPOSED ROW PROPOSED ROW 42' 66' FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. H Scale : 20 4905 Exaggeration : 5 4910 4915 4920 4905 4910 4915 4920 Profile View of EOP-Island NE_L V Scale : 4 H Scale : 20 4905 Exaggeration : 5 4910 4915 4920 4905 4910 4915 4920 4913.14 4913.23 4913.35 4913.39 4913.49 4913.59 4913.56 4913.59 4913.64 4913.71 4913.88 4914.09 4912.36 4912.49 4912.63 4912.76 4912.90 4913.07 4913.25 4913.43 4913.60 17+00 17+50 18+00 18+50 19+00 19+50 20+00 0.71% STA 18+00.00'NER' EL 4912.90 STA 19+07.67'NER' EL 4913.66 4913.15 4913.22 4913.29 4913.40 4913.51 4913.61 4913.64 4913.65 4913.66 4913.71 4913.78 4913.91 4912.61 4912.74 4912.88 4913.01 4913.14 4913.27 4913.40 4913.53 4913.66 17+00 17+50 18+00 18+50 19+00 19+50 20+00 STA 19+07.68'NEL' EL 4913.70 'NEL' LINE 'NER' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 04 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP04 30 of 44 GATEWAY AT PROSPECT KEY MAP N SCALE, FEET0 10 20 MATCHLINE STA. 17+00'NER' PLAN VIEW PROFILE VIEW NOT FOR CONSTRUCTION REVIEW SET FRONTAGE ROAD PLAN & PROFILE 54' 78' 30" VERTICAL CURB 30" VERTICAL CURB 5' SIDEWALK 5' SIDEWALK PROPOSED ROW PROPOSED ROW UTILITY EASEMENT TRACT G TRACT D FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 AS GAS VAULT ELEC FRONTAGE ROAD 12+00'NEL' 13+00'NEL' 14+00'NEL' 15+00'NEL' 16+00'NEL' 17+00'NEL' 12+00'NER' 13+00'NER' 14+00'NER' 15+00'NER' 16+00'NER' 17+00'NER' FRONTAGE ROAD FRONTAGE ROAD 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W 4905 4910 4915 4920 4905 4910 4915 4920 4905 4910 4915 4920 4905 4910 4915 4920 4910.80 4911.15 4911.43 4911.67 4911.83 4912.07 4912.21 4912.38 4912.50 4912.58 4912.58 4912.57 4912.56 4912.65 4912.61 4912.72 4912.87 4912.96 4913.05 4913.14 4912.26 4912.03 4911.86 4911.68 4911.51 4911.34 4911.20 4911.11 4911.07 4911.09 4911.16 4911.28 4911.42 4911.55 4911.69 4911.82 4911.96 4912.09 4912.22 4912.36 12+25 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 -0.68% 0.54% VPC STA 13+51.00'NER' VPC EL 4911.34 VPI STA 14+21.00'NER' VPI EL 4910.86 VPT STA 12+60.00'NER' VPT EL 4911.96 VPT STA 14+91.00'NER' VPT EL 4911.24 VCL = 120.00 K = 99.02 VCL = 140.00 K = 114.89 4911.53 4911.80 4911.95 4912.12 4912.23 4912.38 4912.54 4912.59 4912.71 4912.80 4912.81 4912.77 4912.78 4912.79 4912.80 4912.81 4912.91 4913.00 4913.08 4913.15 4912.13 4911.94 4911.79 4911.64 4911.49 4911.36 4911.28 4911.24 4911.26 4911.33 4911.44 4911.57 4911.70 4911.83 4911.96 4912.09 4912.22 4912.35 4912.48 4912.61 12+25 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 -0.59% 0.52% VPC STA 13+30.00'NEL' VPC EL 4911.46 VPI STA 14+00.00'NEL' VPI EL 4911.05 VPT STA 12+60.00'NEL' VPT EL 4911.88 VPT STA 14+70.00'NEL' VPT EL 4911.42 VCL = 120.00 K = 129.97 VCL = 140.00 K = 125.64 'NEL' LINE 'NER' LINE LOW POINT STA 14+04.47 LOW POINT EL 4911.24 LOW POINT STA 14+29.29 LOW POINT EL 4911.07 STA. = 14+00.51 INV. = 4905.36 FUTURE STORM DRAIN STA. = 14+04.71 INV. = 4905.69 FUTURE STORM DRAIN Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 03 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP03 29 of 44 GATEWAY AT PROSPECT KEY MAP N SCALE, FEET0 10 20 MATCHLINE STA. 12+25'NER' PLAN VIEW PROFILE VIEW MATCHLINE STA. 17+00'NER' NOT FOR CONSTRUCTION REVIEW SET FRONTAGE ROAD PLAN & PROFILE 9.0' UTILITY EASEMENT DOUBLE 18" SPILL CURB 30" VERTICAL CURB 30" VERTICAL CURB 5' SIDEWALK 5' SIDEWALK TRACT G TRACT D UTILITY EASEMENT PROPOSED STORM DRAIN PROPOSED ROW PROPOSED ROW 54' 78' FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. STA 16+35.00'SL' EL 4912.21 STA 16+76.87'SL' EL 4912.96 VPT STA 14+52.50'SL' VPT EL 4907.94 2.42% 1.79% STA 16+35.00'SR' EL 4912.40 STA 16+75.92'SR' EL 4913.13 VPT STA 14+52.50'SR' VPT EL 4907.97 'SL' LINE 'SR' LINE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS 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 GAS FRONTAGE ROAD FRONTAGE ROAD 15+00'SR' 16+00'SR' 15+00'SL' 16+00'SL' 12+00'NEL' 12+00'NER' FRONTAGE ROAD 11+00'ICD' 12+00'ICD' 13+00'ICD' 14+00'ICD' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W NP NP NP NP NP NP NP NP NP NP NP NP Profile View of EOP-Island NE_R 4905 4910 4915 4920 4905 4910 4915 4920 Profile View of EOP-Island NE_L 4905 4910 4915 4920 4905 4910 4915 4920 4909.86 4910.13 4910.45 4910.80 4913.32 4912.90 4912.55 4912.26 11+00 11+50 12+00 12+25 -1.89% STA 11+35.52'NER' EL 4913.59 VPC STA 11+40.00'NER' VPC EL 4913.50 VPI STA 12+00.00'NER' VPI EL 4912.37 VCL = 120.00 K = 99.02 -1.52% STA 11+25.72'NEL' EL 4913.36 VPC STA 11+40.00'NEL' VPC EL 4913.15 VPI STA 12+00.00'NEL' VPI EL 4912.24 VCL = 120.00 K = 129.97 4910.96 4910.89 4911.18 4911.53 4913.00 4912.66 4912.37 4912.13 11+00 11+50 12+00 12+25 'NEL' LINE 'NER' LINE Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 02 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PP02 28 of 44 GATEWAY AT PROSPECT KEY MAP N SCALE, FEET0 10 20 MATCHLINE STA. 14+50'SR' PLAN VIEW PROFILE VIEW MATCHLINE STA. 12+25'NER' NOT FOR CONSTRUCTION REVIEW SET FRONTAGE ROAD PLAN & PROFILE TRACT G TRACT F TRACT D 9.0' UTILITY EASEMENT 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK TRUCK APRON MOUNTABLE CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 9.0' UTILITY EASEMENT DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB DOUBLE 18" SPILL CURB FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. S W W W W W W W W W W W W W OHE OHE 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 X X X X X X X X X X X X X X X X X X X X VAULT ELEC ELEC ELEC ELEC ELEC VAULT ELEC VAULT ELEC E PROSPECT RD E PROSPECT RD FRONTAGE ROAD 1 0 + ' S R 10+00'SR' 11+00'SR' 12+00'SR' 13+00'SR' 14+00'SR' 1 0 + ' S L 11+00'SL' 12+00'SL' 13+00'SL' 14+00'SL' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W 8" W 8" W 8" W 12" W 12" W 12" W 12" W 12" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 4895 4900 4905 4910 4895 4900 4905 4910 4895 4900 4905 4910 4895 4900 4905 4910 4905.50 4905.29 4904.96 4905.05 4905.12 4905.40 4905.62 4905.84 4906.06 4906.27 4906.47 4906.66 4906.91 4907.13 4907.36 4907.57 4907.72 4907.91 4908.09 4904.91 4904.69 4904.51 4904.41 4904.42 4904.52 4904.72 4904.97 4905.22 4905.46 4905.71 4905.96 4906.21 4906.50 4906.89 4907.36 4907.91 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 4905.26 4905.05 4905.18 4905.30 4905.54 4905.74 4905.95 4906.11 4906.31 4906.49 4906.67 4906.86 4907.07 4907.27 4905.33 4906.09 4907.18 4907.85 4904.90 4904.68 4904.50 4904.41 4904.42 4904.53 4904.73 4904.98 4905.23 4905.47 4905.72 4905.97 4906.22 4906.51 4906.89 4907.35 4907.88 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 -0.87% 0.99% STA 10+41.70'SL' EL 4904.97 VPC STA 10+79.00'SL' VPC EL 4904.65 VPC STA 13+47.50'SL' VPC EL 4906.19 VPI STA 11+39.00'SL' VPI EL 4904.13 VPI STA 14+00.00'SL' VPI EL 4906.71 VPT STA 11+99.00'SL' VPT EL 4904.72 VCL = 120.00 K = 64.56 VCL = 105.00 K = 77.83 -0.87% 0.99% STA 10+43.40'SR' EL 4904.97 VPC STA 10+80.00'SR' VPC EL 4904.65 VPC STA 13+47.50'SR' VPC EL 4906.18 VPI STA 11+40.00'SR' VPI EL 4904.13 VPI STA 14+00.00'SR' VPI EL 4906.70 VPT STA 12+00.00'SR' VPT EL 4904.72 VCL = 120.00 K = 64.54 VCL = 105.00 K = 73.18 'SL' LINE 'SR' LINE LOW POINT STA 11+35.03 LOW POINT EL 4904.40 LOW POINT STA 11+36.15 LOW POINT EL 4904.41 STA. = 11+65.35 INV. = 4898.75 FUTURE STORM DRAIN STA. = 11+52.42 INV. = 4900.01 FUTURE STORM DRAIN STA. = 11+64.37 INV. = 4898.70 STA. = 11+52.42 FUTURE STORM DRAIN INV. = 4900.15 FUTURE STORM DRAIN PP01 27 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD KEY MAP N SCALE, FEET0 10 20 MATCHLINE STA. 14+50'SR' PLAN VIEW Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 01 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PROFILE VIEW PLAN & PROFILE 81' CDOT ROW PROPOSED ROW 5' SIDEWALK 5' SIDEWALK 9.0' UTILITY EASEMENT PROPOSED ROW NOT FOR CONSTRUCTION REVIEW SET 70' TRACT F TRACT G 30" VERTICAL CURB 18" SPILL CURB DOUBLE 18" SPILL CURB 30" VERTICAL CURB PROPOSED STORM DRAIN PROPOSED STORM DRAIN COORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN COORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN FUTURE ELEV. EXISTING ELEV. FUTURE ELEV. EXISTING ELEV. 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 AS VAULT ELEC 13+00'NEL' 14+00'NEL' 15+00'NEL' 16+00'NEL' 17+00'NEL' 18+00'NEL' 19+00'NEL' 13+00'NER' 14+00'NER' 15+00'NER' 16+00'NER' 17+00'NER' 18+00'NER' 19+00'NER' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_ID.DWG LAYOUT NAME: 03 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PD03 26 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD FRONTAGE RD MATCHLINE 13+00'NER' FRONTAGE RD 6.5' 2.5' 5' 3' 14' 12' 1.5' 1.5' 5' 6.5' 2.5' 5' 3' 14' R200' R300' R288' R266' R322' 19' 11' 11' 12' KEY MAP N SCALE, FEET0 10 20 5' R60' R4.0' 36' 17.6' 12' NOT FOR CONSTRUCTION REVIEW SET UTILITY EASEMENT TRACT G PROPOSED ROW 5' SIDEWALK 5' SIDEWALK PROPOSED ROW UTILITY EASEMENT TRACT D 5' SIDEWALK 5' SIDEWALK PLAN DETAILS 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 GAS 1 0 + ' I C D 11+00'ICD' 12+00'ICD' 13+00'ICD' 14+00'ICD' 1 4 + 0 ' I C D 1 + 2 6 ' N E L 12+00'NEL' 13+00'NEL' 1 + 3 6 ' N E R 12+00'NER' 13+00'NER' 14+00'NER' 1 5 + 4 6 ' N W R 13+00'NWR' 14+00'NWR' 15+00'NWR' 16+00'SL' 1 6 + 7 ' S L 16+00'SR' 1 6 + 7 ' S R 2 0 + ' S E L 21+00'SEL' 2 1 + 7 ' S E L 2 0 + ' S E R 21+00'SER' 1 0 + ' S W L 11+00'SWL' 1 + 4 6 ' S W L 1 + 3 9 ' S W R 1 0 + ' S W R 11+00'SWR' 1 5 + 4 9 ' N W L 15+00'NWL' 14' 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W SD SD SD NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_ID.DWG LAYOUT NAME: 02 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 PD02 25 of 44 FRONTAGE RD MATCHLINE 13+00'NER' MATCHLINE 16+00'SR' FRONTAGE RD R200' R150' R100' R91' 180' R150' 20.7' 22.1' R91' R91' R91' R91' R100' R60' R150' R274' R100' R100' R60' R150' R400' R50' R65' R100' R60' R100' R100' R70' R100' 5' 10' 7' 2.5' 5' 3' 14.1' 19.0' 14' 1.5' 12' 10' 10' 10' 10' 10' 20' 0.83' 10' 18.6' 20.4' 16.8' 18.1' 17.8' 20.6' R150' R400' 13.6' 13' 1.5' 14' 3' 5' 6.5' 6.5' 7' 5' 10' 22' 22' 9.5' R75' 1.5' 1.5' 2.5' 2.5' 9.5' 9.5' 9.5' 9.5' 5' 5' 10' 10' 10' 10' 2.5' 2.5' 13.2' 12' 14' 18.2' 10' 2.5' 2.5' 7' 5' 6' 2.5' 5' 3' 11' 11' 5' 19' 19' 3' 5' 2.5' 6.5' 5' 5' 7' 10' 10' 14' 14.6' 15' 14' COMMERCIAL STREET E COMMERCIAL BOX ELDER CREEK A A' SECTION A-A' 10' 9.5' 2.5' VARIES 1' 10' PATH CIRCULATORY ROADWAY TRUCK APRON MOUNTABLE CURB CURB & GUTTER 2% R3' R3' R3' R300' R288' R400' R150' R100' GATEWAY AT PROSPECT FRONTAGE ROAD KEY MAP N SCALE, FEET0 10 20 17.3' PLAN DETAILS NOT FOR CONSTRUCTION REVIEW SET 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT TRACT F TRACT G TRACT D 10' SIDEWALK PROPOSED ROW PROPOSED ROW PROPOSED ROW PROPOSED ROW PROPOSED ROW 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK 10' SIDEWALK 5' SIDEWALK R500' R150' R60' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / S S W W W W W W W W W W W W W W W W W W W W W W W W W W OHU OHE OHE OHE OHE OHE OHE OHE OHE OHE 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 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 X VAULT ELEC ELEC ELEC ELEC VAULT ELEC VAULT ELEC 1 0 + ' S L 11+00'SL' 12+00'SL' 13+00'SL' 14+00'SL' 15+00'SL' 16+00'SL' 1 0 + ' S R 10+00'SR' 11+00'SR' 12+00'SR' 13+00'SR' 14+00'SR' 15+00'SR' 16+00'SR' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W 8" W 8" W 8" W 12" W 12" W 12" W 12" W 12" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS PD01 24 of 44 FRONTAGE RD FRONTAGE E PROSPECT RD E PROSPECT RD MATCHLINE 16+00'SR' 5' 6.5' 5' 3' 11' 11' 11' 6' 11' 3' R519' R500' 11' R500' 10' 10' 7' 7' 2.5' 1.5' 1.5' 19' 19.9' 19' 11' GATEWAY AT PROSPECT FRONTAGE ROAD KEY MAP N SCALE, FEET0 10 20 Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_ID.DWG LAYOUT NAME: 01 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 5' 6.5' 5' 2.5' 2.5' 24' 24' NOT FOR CONSTRUCTION REVIEW SET PLAN DETAILS CDOT ROW TRACT G TRACT F PROPOSED ROW 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT PROPOSED ROW COORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN COLOR XXXXXX STA. 11+35'NER' TO STA. 15+25'NER' TOPSOIL (SPECIAL) 2 % 4:1 2 % MAX 2 % 2' 5' 6.5' 2.5' 5' 3' 11' WALK PARK STRIP BIKE LANE THRU LANE CURB & GUTTER-TYPE 2 CONCRETE SIDEWALK (6 INCH) SEE PAVEMENT DETAILS (TYP) 2 % 11' 3' 5' 2.5' 6.5' 5' 2' VAR 2 % 2 % MAX 4:1 CONCRETE SIDEWALK (6 INCH) CURB & GUTTER-TYPE 2 BIKE LANE PARK STRIP WALK 1' (TYP) 12' TURN LANE THRU LANE FRONTAGE ROAD STA. 15+25'NER' TO STA. 19+08'NER' 'NEL' 'NER' VAR VAR 4 % 4 % 4 % 4 % 4 % 4 % ROW ROW ROW ROW ROW ROW 9' MIN UTILITY EASEMENT 9' MIN UTILITY PROPOSED ROW EASEMENT 9' MIN UTILITY EASEMENT 9' MIN UTILITY PROPOSED ROW EASEMENT PROPOSED ROW 9' MIN UTILITY EASEMENT 9' MIN UTILITY EASEMENT Sheet DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\020301_TS.DWG LAYOUT NAME: TY01 PLOT DATE: 4/23/2020 3665 JFK Parkway, Bldg. 2, Suite 100 Fort Collins, CO 80525-3152 TS01 23 of 44 GATEWAY AT PROSPECT FRONTAGE ROAD TYPICAL SECTIONS NOT FOR CONSTRUCTION REVIEW SET X OHE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X G G G T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X E E T T / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T T W S W FO W S W S W W W W W W W W W W S FO W W W I FO W W W W S W W W W W S W FO W T W W T S VAULT T ELEC CONTROL IRR VAULT ELEC T S V.P. GAS TEST STA VAULT ELEC T S TEST STA MH X X X / / / / / / / / X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X GAS GAS GAS CONTROL IRR CONTROL IRR F.O. F.O. F.O. ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC AC SS A1 B1 C1 E1 F1 G1 D1 D2 E3 C2 E2 BOX1 ZONING: LMN USE BOX2 G2 PUD1 ZONING: E USE ZONING: C USE ZONING: C USE ZONING: MMN USE e2 e3 c2 g2 b1 INTERIM POND B INTERIM POND C INTERIM POND G INTERIM POND E POND D OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: GLANZ THOMAS J/LAURA P BOXELDER ESTATES 2ND OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: K AND M COMPANY OWNER: BOARD OF GOVERNORS CSU SYSTEM OWNER: GLANZ THOMAS J LAURA P OWNER: NORMANDIN KIM W OWNER: JORDAN DAVID W OWNER: SILVERTIP REALTY LLC OWNER: HIXON TIMOTHY R OWNER: 913 SMITHFIELD LLC OWNER: R W PROPERTIES OWNER: AMERIGAS PROPANE LP OWNER: SCHNORR GARY L TRUST OWNER: CT ENTERPRISES LLC OWNER: 901 HOLDING COMPANY LLP OWNER: DAKA PROPERTIES LLC OWNER: FORNEY INDUSTRIES INC OWNER: 3824 CANAL LLC OWNER: 3800 CANAL DR LLC OWNER: AMERICAN BUILDERS AND CONTRACTORS OWNER: CANAL HOLDINGS LLC OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLC OWNER: RASS HOLDINGS LLC OWNER:DEAN ANDREW G OWNER: BALDWIN THOMAS R/JANELLE R OWNER: CROISSANT PETER A OWNER: SLATE ROBERT STEPHEN OWNER: SHEAFOR SHERYL OWNER: BEITZ MAYNARD L/CALISTA K OWNER: SLATE ROBERT STEPHEN OWNER: MARTINEZ RONALD A/LINDA M/SHANE M M/CAROLINA G OWNER: US MOBILE MODULAR OWNER: US MODULAR SALES CO OWNER: AMERIGAS PROPANE LP OWNER: SOUKUP REED M/CATHARINE K OWNER: COOPERSLEW OPENSPACE ASSN OWNER: 3445 KENWOOD DR LLC OWNER: SMITH MACKENZIE R OWNER: SULLIVAN SHERI SUE OWNER: BACA DAVID/LUCIE I OWNER: GRIEGO PATRICIA J TRUST OWNER: SECOR RAYMOND D/ANN D OWNER: RAINSBERGER NICHOLAS J OWNER: ROGERS ROY D/SHARON S OWNER: OAKES FAMILY TRUST OWNER: NEWTON GERRITT B OWNER: MCNEAL STEPHEN W OWNER: GEILENKIRCHEN GLEN J OWNER: WERTH GAIL R OWNER: LUNDE ERIK/LUCILE OWNER: PIOTROWSKI PETER MARK OWNER: DAVIDSON REED OWNER: MOWERY DEVELOPMENT LLC OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: 1303 FRONTAGE HOLDINGS LLC PROSPECT ROAD STREET B STREET E FRONTAGE ROAD SW FRONTAGE RD TEMPORARY SWALE EXISTING BOX CULVERTS EXISTING BOX CULVERTS FRONTAGE ROAD BOXELDER CREEK BOXELDER CREEK NATURAL HABITAT BUFFER ZONE BOXELDER CREEK NATURAL HABITAT BUFFER ZONE TRACT B TRACT D TRACT E TRACT G TRACT A TRACT F TRACT C UNDEVELOPED AND GREENBELT PROPOSED BRIDGE OR BOX CULVERT NODE 884 (PER AYERS ASSOCIATES SWMM MODEL) DIVIDER 885 (PER AYERS ASSOCIATES SWMM MODEL) NODE 887 (PER AYERS ASSOCIATES SWMM MODEL) NODE 886 (PER AYERS ASSOCIATES SWMM MODEL) BOXELDER CREEK 100-YR OVERFLOW CHANNEL CACHE LA POUDRE RIVER INLET ZONING: UE USE ZONING: UE USE ZONING LINE EXISTING 100-YR FLOODWAY PROPOSED 100-YR FLOODWAY KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 DR1 DRAINAGE EXHIBIT 22 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 LEGEND: PROPOSED STORM SEWER PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED STORM INLET EXISTING CURB & GUTTER PROPOSED OVERLAND FLOW EXISTING MAJOR CONTOUR PROPOSED MAJOR CONTOUR RUNOFF SUMMARY: A2 a3 DRAINAGE BASIN AREA DRAINAGE BASIN ID DRAINAGE BASIN MINOR/MAJOR COEFF. EXISTING STORM SEWER PROPOSED DIRECT FLOW BASIN DELINEATION 1. REFER TO "DRAINAGE REPORT FOR GATEWAY AT PROSPECT DATED" PREPARED BY NORTHERN ENGINEERING ON 06/08/2020 FOR ADDITIONAL INFORMATION. NOTES: ( IN FEET ) 0 1 INCH = 200 FEET 200 200 400 600 BASIN TOTAL AREA (acres) Tc (min) C2 C100 Q2 (cfs) Q100 (cfs) A1 29.57 65.6 0.01 0.49 0.39 66.66 B1 67.01 15.0 0.01 0.49 1.25 214.08 C1 23.88 13.9 0.01 0.49 0.47 79.74 C2 0.48 5.0 0.60 0.79 0.82 3.78 D1 2.11 5.0 0.01 0.49 0.06 10.29 D2 1.57 5.9 0.60 0.79 2.60 11.95 E1 14.43 10.6 0.01 0.49 0.31 53.53 E2 3.45 9.4 0.34 0.67 2.70 18.56 E3 0.97 5.0 0.60 0.79 1.65 7.60 F1 5.78 10.8 0.01 0.49 0.13 21.45 G1 23.26 12.5 0.01 0.49 0.47 80.22 G2 1.51 5.0 0.51 0.75 2.20 11.30 BOX1 3.58 9.2 0.01 0.49 0.08 14.07 BOX2 1.57 15.3 0.01 0.49 0.03 5.00 PUD1 3.13 25.0 0.01 0.49 0.04 7.63 Basin C (C1 and C2) 24.36 5.0 0.01 0.49 0.69 118.77 Basin D (D1 and D2) 3.68 5.0 0.26 0.63 2.73 23.08 Basin E (E1, E2, and E3) 18.85 5.0 0.06 0.52 3.22 97.52 Basin G (G1 and G2) 24.77 5.0 0.03 0.50 2.12 123.23 DR1 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC IP 001 CONCRETE WASHOUT AREA 003 ROCK SOCK DETAIL 004 VEHICLE TRACKING CONTROL PAD 007 CURB INLET PROTECTION ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2. CRUSHED ROCK SHALL BE 11 2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (11 2" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF 1 2", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES WIRE ENCLOSED 1 1/2" WASHED ROCK 2' RS 002 005 SILT FENCE/PERIMETER PROTECTION SWALE WATTLE DIKE NOTES 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 4. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 5. THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. 8. LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA *IMPERMEABLE LINER MAY BE NEEDED IF GROUND WATER IS ENCOUNTERED. POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED. ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 1 2" x 1 1 2" WOODEN FENCE POSTS SF SF RP NOT TO SCALE PLANTED RIPRAP INSTALLATION 006 RIPRAP DETAIL X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL SD SD SD SD SD SD SD LMN USE E USE C USE C USE MMN USE POND C POND E POND G PROPOSED 2' CONCRETE PAN FUTURE STORM DRAIN TRACT E TRACT D TRACT F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROSPECT ROAD FRONTAGE ROAD STREET B STREET D FRONTAGE ROAD PROSPECT ROAD STREET E PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN OUTFALL PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN OUTFALL PROPOSED STORM DRAIN OUTFALL PROPOSED DRAINAGE AND UTILITY EASEMENT NORTH EC1 ERIOSION CONTROL PLAN 20 ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 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 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET WATTLE DIKE INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SILT FENCE SF SF ROCK SOCK RS RIP RAP RP 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE 3LBS/ACRE GREEN NEEDLEGRASS2LBS/ACRE INDIAN RICEGRASS 1LBS/ACRE SLENDER WHEATGRASS 2LBS/ACRE THICKSPIKE WHEATGRASS 3LBS/ACRE WESTERN WHEATGRASS 4LBS/ACRE TRITICALE 10LBS/ACRE WINTER WHEAT 5LBS/ACRE 5. REFER TO THE DRAINAGE REPORT FOR GATEWAY AT PROSPECT DATED 06/08/2020 FOR ADDITIONAL INFORMATION. GENERAL NOTES: WD CONCRETE WASH AREA CWA OUTLET PROTECTION OP EC1 R4 TRACT D R20' R20' R20' R20' PROPOSED DRAINAGE EASEMENT BRIDGE OR BOX CULVERT DESIGN BY OTHERS PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT 30' PEDESTRIAN ACCESS & TRAIL EASEMENT PROPOSED STORM DRAIN DETENTION POND C 9 ' U T I L I T Y E AS E M E N T 9 ' U T I L I T Y EA SE M E N T 5 ' S I D EWA L K 5 ' S I D EW A L K TRACT F 8' CROSS PAN 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PVI STA = 9+51.43 PVI ELEV = 4910.29 PVI STA = 13+92.88 PVI ELEV = 4911.69 PVI STA = 9+70.57 PVI ELEV = 4909.90 PVI STA = 10+00.00 PVI ELEV = 4910.53 PVI STA = 10+25.04 PVI ELEV = 4910.02 120.0' VC PVI STA = 13+26.78 PVI ELEV = 4911.36 BVCS: 12+66.78 BVCE: 4910.81 EVCS: 13+86.78 EVCE: 4911.66 A.D. = 0.42 K = 288.66 160.0' VC LP ELEV = 4909.76 LP STA = 11+02.58 PVI STA = 11+22.56 PVI ELEV = 4909.49 BCVS: 10+42.56 BVCE: 4909.93 ECVS: 12+02.56 EVCE: 4910.22 A.D. = 1.47 K = 109.14 4910.04 4910.53 4910.02 4909.89 4909.80 4909.76 4909.79 4909.87 4910.00 4910.20 4910.43 4910.65 4910.88 4911.09 4911.28 4911.45 4911.60 -0.50% 50.0' VC PVI STA = 9+16.57 PVI ELEV = 4910.99 BVCS: 8+91.57 BVCE: 4911.11 EVCS: 9+41.57 EVCE: 4910.49 A.D. = 1.50 K = 33.33 -0.50% 50.0' VC PVI STA = 9+16.57 PVI ELEV = 4910.99 BVCS: 8+91.57 BVCE: 4911.11 EVCS: 9+41.57 EVCE: 4910.49 A.D. = 1.50 K = 33.33 FUTURE GRADE (TYP.) BRIDGE DESIGN BY OTHERS SEE ROUNDABOUT DESIGN PER AYRES PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) -0.55% 0.50% -2.00% 1.98% -2.03% 0.92% Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 R6 PLAN & PROFILE STREET E 19 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 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 CENTERLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT 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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. 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 ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 NORTH R6 R5 LINE MATCH STA 8+50 MATCH LINE SEE SHEET R5 STA 8+50 PVI STA = 6+10.68 PVI ELEV = 4911.05 BVCS: 5+65.68 BVCE: 4911.27 EVCS: 6+55.68 EVCE: 4911.27 A.D. = 1.00 K = 90.00 FUTURE ELEV. (TYP.) EXISTING ELEV. (TYP.) FUTURE GRADE (TYP.) EXISTING GROUND (TYP.) Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 R5 PLAN & PROFILE STREET E 18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 CENTERLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT 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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. 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 ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 NORTH R6 R5 LINE MATCH STA 8+50 MATCH LINE SEE SHEET R6 STA 8+50 EVCS: 20+17.76 EVCE: 4909.76 A.D. = 1.35 K = 88.89 -0.82% 0.53% PVI STA = 18+66.75 PVI ELEV = 4910.19 PVI STA = 23+98.61 PVI ELEV = 4911.78 120.0' VC LOW PT ELEV = 4909.64 LOW PT STA = 19+70.65 PVI STA = 19+57.76 PVI ELEV = 4909.45 BVCS: 18+97.76 BVCE: 4909.94 EVCS: 20+17.76 EVCE: 4909.76 A.D. = 1.35 K = 88.89 FUTURE GRADE (TYP.) EXISTING GROUND (TYP.) 4910.54 4910.33 4910.13 4909.92 4909.76 4909.66 4909.64 4909.69 4909.80 4909.94 4910.07 4910.20 4910.33 4910.47 4910.60 4910.73 4910.86 4911.00 4911.13 4911.26 4911.39 4911.53 4911.66 FUTURE ELEV. EXISTING ELEV. FUTURE 72' ROW FUTURE 50' FL-FL FUTURE VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER ∆ TRACT B TRACT D TRACT C Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 R4 PLAN & PROFILE STREET D 17 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 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 CENTERLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT 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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. 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 ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 LINE MATCH STA 18+00 LINE MATCH STA 22+50 LINE MATCH STA 22+50 MATCH LINE SEE SHEET R3 STA 18+00 PROPOSED LOT LINE PROPOSED LOT LINE R3 R4 EXISTING ELEV. (TYP.) 4910.51 4910.17 4911.04 4911.32 4911.50 4911.62 4911.75 4911.86 4911.91 4911.92 4911.87 4911.77 4911.65 4911.52 4911.40 4911.27 4911.15 4911.02 4910.90 4910.78 4910.69 4910.66 4910.68 4910.76 4910.88 4911.01 4911.11 4911.14 4911.12 4911.05 4910.92 0.50% -1.99% 2.00% -0.50% 0.54% -0.53% PVI STA = 10+00.00 PVI ELEV = 4910.51 PVI STA = 10+21.03 PVI ELEV = 4910.08 PVI STA = 17+83.03 PVI ELEV = 4910.88 90.0' VC PVI STA = 10+80.03 PVI ELEV = 4911.27 BVCS: 10+35.03 BVCE: 4910.37 EVCS: 11+25.03 EVCE: 4911.50 A.D. = 1.50 K = 60.00 120.0' VC HP ELEV = 4911.92 HP STA = 12+40.27 PVI STA = 12+40.27 PVI ELEV = 4912.07 BVCS: 11+80.27 BVCE: 4911.77 EVCS: 13+00.27 EVCE: 4911.77 A.D. = 1.00 K = 120.00 120.0' VC HP ELEV = 4911.14 HP STA = 17+03.65 PVI STA = 17+03.03 PVI ELEV = 4911.30 BVCS: 16+43.03 BVCE: 4910.98 EVCS: 17+63.03 EVCE: 4910.99 A.D. = 1.07 K = 112.02 120.0' VC LP ELEV = 4910.66 LP STA = 15+52.34 PVI STA = 15+54.71 PVI ELEV = 4910.50 BCVS: 14+94.71 BVCE: 4910.80 ECVS: 16+14.71 EVCE: 4910.83 A.D. = 1.04 K = 115.25 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 R3 PLAN & PROFILE STREET D 16 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 CENTERLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT 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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. 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 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 LINE MATCH STA MATCH LINE SEE SHEET STA 18+00 18+00 R4 R3 R4 L K 5 ' S I D E W A L K 9 ' U T I L I T Y E A SE M E N T 9 ' U T I LI T Y E A S E M E N T TRACT B TRACT E STREET D SEE SHEET R3 R20' R20' TRACT B 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 4906.44 4906.68 4906.95 4907.25 4907.56 4907.88 4908.19 4908.50 4908.81 4909.13 4909.44 4909.75 4910.06 4910.38 4910.69 4911.00 4911.31 4911.50 4911.56 4911.48 4911.30 1.25% -0.75% PVI STA = 23+36.78 PVI ELEV = 4911.21 90.0' VC HP ELEV = 4911.56 HP STA = 22+73.03 PVI STA = 22+61.78 PVI ELEV = 4911.77 BVCS: 22+16.78 BVCE: 4911.21 EVCS: 23+06.78 EVCE: 4911.44 A.D. = 2.00 K = 45.00 120.0' VC PVI STA = 18+30.39 PVI ELEV = 4906.38 ECVS: 18+90.39 EVCE: 4907.13 A.D. = 0.73 K = 164.38 EXISTING GROUND (TYP.) FUTURE GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) -0.75% 0.50% PVI STA = 22+16.78 PVI ELEV = 4911.21 PVI STA = 27+30.86 PVI ELEV = 4912.62 90.0' VC HP ELEV = 4911.56 HP STA = 22+73.03 PVI STA = 22+61.78 PVI ELEV = 4911.77 BVCS: 22+16.78 BVCE: 4911.21 EVCS: 23+06.78 EVCE: 4911.44 A.D. = 2.00 K = 45.00 90.0' VC LOW PT ELEV = 4911.01 LOW PT STA = 23+90.78 PVI STA = 23+81.78 PVI ELEV = 4910.87 BVCS: 23+36.78 BVCE: 4911.21 EVCS: 24+26.78 EVCE: 4911.10 A.D. = 1.25 K = 72.00 PROPOSED GRADE (TYP.) 4911.31 4911.50 4911.56 4911.48 4911.30 4911.12 4911.03 4911.01 4911.09 4911.21 4911.34 4911.46 4911.59 4911.71 4911.84 4911.96 4912.09 4912.21 4912.34 4912.46 4912.59 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 R2 PLAN & PROFILE STREET B 15 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 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 CENTERLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT 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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. 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 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 LINE MATCH STA MATCH LINE SEE SHEET R1 STA 18+00 18+00 R2 R1 VERTICAL CURB & GUTTER PROJECT BOUNDARY (TYP.) 66' ROW 42' FL-FL PROSPECT ROAD IMPROVEMENTS SHOWN FOR REFERENCE ONLY SEE PLANS BY OTHERS R25' R25' DETENTION POND E PROPOSED DRAINAGE EASEMENT EXISTING CITY OF GREELEY WATERLINE PROPOSED DRAINAGE EASAEMENT OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK TRACT E TRACT B 4895 4900 4905 4910 4915 4920 4895 4900 4905 4910 4915 4920 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) -2.34% 0.52% -2.00% -0.50% 0.52% PVI STA = 10+20.11 PVI ELEV = 4904.07 PVI STA = 10+37.00 PVI ELEV = 4903.68 PVI STA = 10+49.45 PVI ELEV = 4903.43 PVI STA = 15+00.10 PVI ELEV = 4904.66 120.0' VC LP ELEV = 4903.04 LP STA = 11+57.46 PVI STA = 11+58.69 PVI ELEV = 4902.88 BCVS: 10+98.69 BVCE: 4903.18 ECVS: 12+18.69 EVCE: 4903.20 A.D. = 1.02 K = 117.54 BCVS: 17+70.39 BVCE: 4906.07 4903.96 4903.30 4903.18 4903.08 4903.04 4903.05 4903.11 4903.23 4903.36 4903.49 4903.62 4903.75 4903.88 4904.01 4904.14 4904.27 4904.40 4904.53 4904.66 4904.79 4904.92 4905.05 4905.18 4905.31 4905.44 4905.57 4905.70 4905.83 4905.96 4906.09 15" RCP STORM STA.=11+58.70 INV.=4898.64 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 R1 PLAN & PROFILE STREET A 14 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 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 CENTERLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT 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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. 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 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 LINE MATCH STA MATCH LINE SEE SHEET STA 18+00 18+00 R2 R2 R1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X F .O. 70' FL-FL 22' FL-FL 44' FL-FL EXISTING 80' ROW PROPOSED 2' CONCRETE PAN 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT INTERIM POND G FRONTAGE ROAD SW FRONTAGE RD PROSPECT ROAD OWNER: COLORADO STATE UNIVERSITY OWNER: CITY OF FORT COLLINS PROPOSED STORM DRAIN PROPOSED STORM DRAIN OUTFALL PROPOSED DRAINAGE EASEMENT EXISTING CDOT ROW EXISTING CDOT ROW I-25 OFF-RAMP TRACT G PROPOSED OUTLET STRUCTURE ROUNDABOUT AND FRONTAGE ROAD CONTOURS PER AYERS. SEE AYERS DESIGN FOR MORE INFORMATION. 7663 7256 7001 BFE=4902.9 BFE=4905.7 BFE=4903.7 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 NORTH G5 GRADING PLAN 13 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER G2 G3 G4 G5 G1 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 MATCHLINE-SEE SHEET G4 MATCHLINE-SEE SHEET G3 W W W W W W W W W W W W W W W W T W W W W W A C BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD TRACT E TRACT F 66' ROW 42' FL-FL 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED 2' CONCRETE PAN 9' UTILITY EASEMENT INTERIM POND E PROSPECT ROAD STREET B OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: GLANZ THOMAS J/LAURA P BOXELDER ESTATES 2ND OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: K AND M COMPANY PROPOSED 20' DRAINAGE EASEMENT APPROXIMATE LOCATION EXISTING WATERLINE (CITY OF GREELEY) PROPOSED DRAINAGE EASEMENT PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN OWNER: MOODY MARILYN JOANNE BOXELDER CREEK 100 YEAR OVERFLOW CHANNEL PROPOSED 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT BOXELDER CREEK NATURAL HABITAT BUFFER ZONE BOXELDER CREEK PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED STORM DRAIN PROSPECT IMPROVEMENTS SHOWN. SEE PLANS BY OTHERS FOR PROSPECT WIDENING. OWNER: BOARD OF GOVERNORS CSU SYSTEM EXISTING BOX CULVERTS EXISTING BOX CULVERTS OWNER: CITY OF FORT COLLINS PROPOSED OUTLET STRUCTURE EXISTING 100-YR FLOODWAY EXISTING 100-YR FLOODWAY PROPOSED 100-YR FLOODWAY 7256 7001 BFE=4902.9 BFE=4905.7 BFE=4903.7 7256 BFE=4903.7 7663 BFE=4905.7 EROSION BUFFER LIMITS Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 NORTH G4 GRADING PLAN 12 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER G2 G3 G4 G5 G1 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 MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G2 W W W W W W W W BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL 54' FL-FL 80' ROW 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK INTERIM POND C POND D TRACT D FRONTAGE ROAD BOXELDER CREEK NATURAL HABITAT BUFFER ZONE PROPOSED 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT PROPOSED DRAINAGE EASEMENT BOXELDER CREEK OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: 1303 FRONTAGE HOLDINGS LLC PROPOSED STORM DRAIN PROPOSED STORM DRAIN EXISTING CDOT ROW PROPOSED ROW PROPOSED ROW TRACT G PROPOSED OUTLET STRUCTURE STREET E ROUNDABOUT AND FRONTAGE ROAD CONTOURS PER AYERS. SEE AYERS DESIGN FOR MORE INFORMATION. PROPOSED 100-YR FLOODWAY EXISTING 100-YR FLOODWAY EXISTING 100-YR FLOODPLAIN EXISTING 100-YR FLOODWAY EXISTING 100-YR FLOODPLAIN 8077 BFE=4908.5 8177 8678 8918 9599 9314 8197 BFE=4908.25 BFE=4908.82 BFE=4908.98 BFE=4910.13 BFE=4910.77 BFE=4911.00 EROSION BUFFER LIMITS KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 NORTH G3 GRADING PLAN 11 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER G2 G3 G4 G5 G1 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 MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G5 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 MATCHLINE-SEE SHEET G1 42' FL-FL 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK INTERIM POND C INTERIM POND B FUTURE 9' UTILITY EASEMENT FUTURE 9' UTILITY EASEMENT FUTURE STORM DRAIN PROPOSED SIDEWALK CULVERT PROPOSED SIDEWALK CULVERT PROPOSED STORM DRAIN PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT TRACT D TRACT C PROPOSED 8' CROSS PAN PROPOSED 8' CROSS PAN STREET D STREET E STREET B FUTURE CONNECTOR ROADWAY FUTURE COMMERCIAL LOCAL ROADWAY FUTURE CONNECTOR ROADWAY FUTURE STORM DRAIN BRIDGE OR BOX CULVERT DESIGN BY OTHERS PROPOSED 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT TEMPORARY SWALE BOXELDER CREEK NATURAL HABITAT BUFFER ZONE OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE PROPOSED STORM DRAIN OWNER: ANDERSON KENNTH E & JULIE ANN BOXELDER CREEK PROPOSED OUTLET STRUCTURE PROPOSED 2' CONCRETE PAN PROPOSED OUTLET STRUCTURE 76' ROW 54' FL-FL STREET E PROPOSED SIDEWALK CULVERT PROPOSED SIDEWALK CULVERT EXISTING 100-YR FLOODWAY EXISTING 100-YR FLOODWAY PROPOSED 100-YR FLOODWAY 8177 8197 BFE=4908.25 BFE=4908.82 EROSION BUFFER LIMITS Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 NORTH G2 GRADING PLAN 10 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER G2 G3 G4 G5 G1 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 MATCHLINE-SEE SHEET G3 MATCHLINE-SEE SHEET G4 BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL TRACT D FUTURE COMMERCIAL TRACT C LOCAL ROADWAY PROPOSED 20' WATER LINE EASEMENT LAKE CANAL PARCEL OF LAND AS DESCRIBED IN BOOK 1338, PAGE 10 NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 20' SANITARY SE WER EASEMENT REC. NO . 87032253LIN ACCESS EASEMENT REC. NO. 97075689 40' WATERLINE EASEMENT REC. NO. 20060044720 20' WATERLINE EASEMENT REC. NO. 97004214 20' SANITARY SEWER EASEMENT REC. NO. 87032253 20' SANITARY SEWER EASEMENT REC. NO. 87032253 BOXELDER CREEK EXISTING 100-YR FLOODPLAIN EXISTING 100-YR FLOODWAY 9971 BFE=4912.06 8918 BFE=4910.13 9314 BFE=4910.77 9599 BFE=4911.00 EROSION BUFFER LIMITS CACHE LA POUDRE INLET CANAL Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 NORTH G1 GRADING PLAN 09 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER G2 G3 G4 G5 G1 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 MATCHLINE-SEE SHEET G3 X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T V.P. GAS TEST STA TEST STA X X X X / / / / / / / / / / / / / / / / / / / / / / / / X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X G AS GAS GAS ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL PROSPECT ROAD STREET B STREET D STREET E FRONTAGE ROAD INTERSTATE - 25 SW FRONTAGE RD TRACT B TRACT E TRACT F 66' R.O.W 9' UTILITY EASEMENT (TYP.) 76' R.O.W 9' UTILITY EASEMENT (TYP.) TRACT G TRACT D TRACT C OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: GLANZ THOMAS J/LAURA P BOXELDER ESTATES 2ND OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: K AND M COMPANY OWNER: BOARD OF GOVERNORS CSU SYSTEM OWNER: NORMANDIN KIM W OWNER: JORDAN DAVID W OWNER: SILVERTIP REALTY LLC OWNER: SOUKUP REED M/CATHARINE K OWNER: COOPERSLEW OPENSPACE ASSN OWNER: 3445 KENWOOD DR LLC OWNER: SMITH MACKENZIE R OWNER: SULLIVAN SHERI SUE OWNER: BACA DAVID/LUCIE I OWNER: GRIEGO PATRICIA J TRUST OWNER: SECOR RAYMOND D/ANN D OWNER: RAINSBERGER NICHOLAS J KENWOOD DR GREENBRIAR DR BOXELDER DR OWNER: ROGERS ROY D/SHARON S OWNER: OAKES FAMILY TRUST OWNER: NEWTON GERRITT B OWNER: MCNEAL STEPHEN W OWNER: GEILENKIRCHEN GLEN J OWNER: WERTH GAIL R OWNER: LUNDE ERIK/LUCILE OWNER: PIOTROWSKI PETER MARK SURREY LN PROSPECT IMPROVEMENTS SHOWN. SEE PLANS BY OTHERS FOR PROSPECT WIDENING OWNER: DAVIDSON REED OWNER: MOWERY DEVELOPMENT LLC FRONTAGE ROAD BOXELDER CREEK BOXELDER CREEK 100-YEAR OVERFLOW CHANNEL 66' R.O.W BOXELDER CREEK CACHE LA POUDRE INLET CANAL LAKE CANAL SMITHFIELD DRIVE FUTURE CONNECTOR ROADWAY FUTURE CONNECTOR ROADWAY FUTURE COMMERCIAL LOCAL ROADWAY INTERIM INTERIM POND G POND E INTERIM POND C POND D INTERIM POND B OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: 1303 FRONTAGE HOLDINGS LLC TEMPORARY SWALE EXISTING BOX CULVERTS EXISTING BOX CULVERTS BOXELDER CREEK NATURAL HABITAT BUFFER ZONE BRIDGE OR BOX CULVERT DESIGN BY OTHERS CDOT ROW CDOT ROW BOXELDER CREEK NATURAL HABITAT BUFFER ZONE ROUNDABOUT AND FRONTAGE ROAD CONTOURS PER AYERS. SEE AYERS DESIGN FOR MORE INFORMATION. EXISTING 100-YR FLOODPLAIN EXISTING 100-YR FLOODWAY PROPOSED 100-YR FLOODWAY EXISTING 100-YR FLOODWAY PROPOSED 100-YR FLOODWAY EXISTING 100-YR FLOODWAY EXISTING 100-YR FLOODPLAIN KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 NORTH OG1 OVERALL GRADING PLAN 08 ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER ## ## ## ## 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 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 NP NP NP NP NP NP NP NP NP NP NP / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO FO FO FO FO 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 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 OHE OHE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X G G G G G G G W W T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS 8" SS 8" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 24" SS 24" SS E E E E E W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T W T W W W W W W W W W W W I FO W SS SS SS 24" SS 24" SS 8" SS 8" SS 8" SS 8" SS 8" SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X G AS GAS GAS CONTROL IRR CONTROL IRR H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O F.O. F.O. ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC AC W W W W W W W W W W W W SS SS SS SS SS SS SD SD SD SD SD SD SD TIE TO EXISTING ELCO WATERLINE TRACT E TRACT F TRACT C TRACT G TRACT D TRACT B TRACT C OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: GLANZ THOMAS J/LAURA P BOXELDER ESTATES 2ND OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: K AND M COMPANY OWNER: BOARD OF GOVERNORS CSU SYSTEM PROPOSE 20' WATERLINE EASEMENT BOXELDER CREEK BOXELDER CREEK LOT 16 PROSPECT IMPROVEMENTS SHOWN. SEE PLANS BY OTHERS FOR PROSPECT WIDENING. PROSPECT ROAD FRONTAGE ROAD STREET B STREET D STREET E FRONTAGE ROAD SW FRONTAGE ROAD 76' R.O.W. 9' UTILITY EASEMENT (TYP.) 66' R.O.W 9' UTILITY EASEMENT (TYP.) 66' R.O.W 9' UTILITY EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) 80' R.O.W FUTURE 72' R.O.W FUTURE 9' UTILITY EASEMENT (TYP.) 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT FUTURE CONNECTOR ROADWAY FUTURE CONNECTOR ROADWAY FUTURE COMMERCIAL LOCAL 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT PROPOSED 20' DRAINAGE EASEMENT 20' DITCH EASEMENT BOOK 1230, PAGE 470 20' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT BOOK 1299 PAGE 205 30' PERMANENT UTILITY EASEMENT REC. NO. 88022711 15' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 20' SANITARY SEWER EASEMENT BOXELEDER SANITATION DISTRICT BOOK 1299 PAGE 205 10' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 15' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 15' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 20' SANITARY SEWER EASEMENT BOXELEDER SANITATION DISTRICT BOOK 1299 PAGE 205 15' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 13' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 20' SANITARY SEWER EASEMENT REC. NO. 87032253 20' SANITARY SEWER EASEMENT REC. NO. 87032253 TIE TO EXISTING BOXELDER SANITARY SEWER PROPOSED 27" PVC SANITARY SEWER PROPOSED 12" PVC WATER LINE PROPOSED 27" PVC SANITARY SEWER PROPOSED 12" PVC WATER LINE TIE TO EXISTING ELCO WATERLINE PROPOSED 12" PVC WATER LINE PROPOSED FIRE HYDRANT TEMPORARY FIRE HYDRANT TEMPORARY FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT TEMPORARY FIRE HYDRANT APPROXIMATE LOCATION EXISTING WATERLINE (CITY OF GREELEY) EXISTING 24" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) PROPOSED FIRE HYDRANT PROPOSED 12" PVC WATER LINE EXISTING 10" SANITARY SEWER PROPOSED STORM DRAIN OUTFALL PROPOSED STORM DRAIN PROPOSED SUBDRAIN PROPOSED STORM DRAIN OUTFALL PROPOSED STORM DRAIN PROPOSED STORM DRAIN OUTFALL FUTURE STORM DRAIN FUTURE STORM DRAIN FUTURE STORM DRAIN PROPOSED STORM DRAIN OUTFALL PROPOSED SUBDRAIN PROPOSED 12" WATER LINE BOXELDER CREEK PROPOSED NON-POTABLE WATER LINE PROPOSED STORM DRAIN OUTFALL SOUTH QUARTER CORNER SECTION 16, T.7N., R.68W. BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING 12" ELCO WATERLINE PROPOSED STORM DRAIN PROPOSED DRAINAGE EASEMENT CDOT ROW CDOT ROW PROPOSED DRAINAGE AND UTILITY EASEMENT TIE TO EXISTING 12" ELCO WATERLINE PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED 8" SANITARY SEWER PROPOSED DRAINAGE EASEMENT BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED SUBDRAIN BRIDGE OR BOX CULVERT DESIGN BY OTHERS TIE TO EXISTING 27" SANITARY SEWER. ABANDON SEWER NORTH OF PROPOSED MANHOLE TIE TO EXISTING 27" SANITARY SEWER. ABANDON SEWER SOUTH OF PROPOSED MANHOLE NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 OU2 OVERALL UTILITY PLAN 07 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 OU1 OU2 MATCHLINE - SEE SHEET OU1 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 CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION. 3. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE TO TOP OF PIPE. 6. 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. 7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10. ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. EXISTING LOT LINE EASEMENT LINE PROPOSED SEWER SERVICE S PROPOSED WATER SERVICE W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X SS SS SS SS SS 24" SS 24" SS 24" SS 24" SS 24" SS T T T T S S W S W W W W W W S W W W W W S W W W W W S W W W W 24" SS SS SS SS 24" SS 24" SS 24" SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W H 2O H2O H2O H2O H2O H2O H2O W TRACT A TRACT B OWNER: NORMANDIN OWNER: KIM W JORDAN DAVID W OWNER: SILVERTIP REALTY LLC OWNER: HIXON TIMOTHY R OWNER: 913 SMITHFIELD LLC OWNER: R W PROPERTIES OWNER: AMERIGAS PROPANE LP OWNER: SCHNORR GARY L TRUST OWNER: CT ENTERPRISES LLC OWNER: 901 HOLDING COMPANY LLP OWNER: DAKA PROPERTIES LLC OWNER: FORNEY INDUSTRIES INC OWNER: 3824 CANAL LLC OWNER: 3800 CANAL DR LLC OWNER: AMERICAN BUILDERS AND CONTRACTORS OWNER: CANAL HOLDINGS LLC OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLC OWNER: RASS HOLDINGS LLC OWNER:DEAN ANDREW G OWNER: BALDWIN THOMAS R/JANELLE R OWNER: CROISSANT PETER A OWNER: SLATE ROBERT STEPHEN OWNER: SHEAFOR SHERYL OWNER: BEITZ MAYNARD L/CALISTA K LAKE CANAL CACHE LA POUDRE INLET CANAL 20' WATERLINE EASEMENT REC. NO. 97004214 TRACT D OWNER: SLATE ROBERT STEPHEN OWNER: MARTINEZ RONALD A/LINDA M/SHANE M OWNER: GONZALES THOMAS M/CAROLINA G OWNER: KOVAR KENNETH L/LINDA L OWNER: TECHNICAL MOLDED PRODUCTS INC. OWNER: ABRAMS LOUIS BROWN REVOCABLE OWNER: STOCKTON LLC OWNER: US MOBILE MODULAR OWNER: US MODULAR SALES CO OWNER: AMERIGAS PROPANE LP CANAL DRIVE SMITHFIELD DRIVE STOCKTON AVENUE EAST LOCUST STREET PLEASANT ACRES DRIVE 40' WATERLINE EASEMENT REC. NO. 20060044720 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 20' EASEMENT FOR THE CACHE LA POUDRE RESERVOIR BOOK 1338, PAGES 19 20' SANITARY SE WER EASEMENT REC. NO. 87032253LIN 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 40' WATERLINE EASEMENT REC. NO. 20060044720 20' WATERLINE EASEMENT REC. NO. 97004214 20' SANITARY SEWER EASEMENT REC. NO. 87032253 20' SANITARY SEWER EASEMENT REC. NO. 87032253 EXISTING OVERHEAD UTILITIES EXISTING 18" RCP STORM DRAIN PROPOSED NON-POTABLE WATER LINE EXISTING CITY OF GREELEY WATER LINE TIE NON-POTABLE LINE TO IRRIGATION PUMP/RETENTION POND (SEE PLANS BY OTHERS) WEST QUARTER CORNER SECTION 16, T.7N., R.68W. PARCEL OF LAND AS DESCRIBED IN BOOK 1338, PAGE 10 PARCEL OF LAND AS DESCRIBED IN BOOK 1338, PAGE 10 NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 ACCESS EASEMENT REC. NO. 97075689 WATER & SANITARY SEWER EASEMENT BOOK 2285, PAGE 1162 NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 OU1 OVERALL UTILITY PLAN 06 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 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 OU1 OU2 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 CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION. 3. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE TO TOP OF PIPE. 6. 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. 7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10. ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. EXISTING LOT LINE EASEMENT LINE PROPOSED SEWER SERVICE S PROPOSED WATER SERVICE W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV MATCHLINE - SEE SHEET OU2 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 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 X X X X X X X X X X X X X X X OHE OHE OHU OHU / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X / / / / / / / / / / / / / / / / X X X X G G G G G G G W W T T T T OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS 8" SS 8" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 24" SS 24" SS E E E E E W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T W T W W W W W W W W W S S W W I FO S W S W SS SS SS 24" SS 24" SS 8" SS 8" SS 8" SS 8" SS 8" SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E LEC VAULT ELEC X OHU OHU OHU OHU OHU OHU OHE OHE OHE OHE 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 X X X X X X X X X X X GAS GAS GAS CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O F.O. F.O. ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC AC W W W BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL W W W W W W W W W SS SS SS SS SS SS SD SD SD SD SD SD SD PROSPECT ROAD EROSION BUFFER LIMITS (TYP.) FEMA 100-YR FLOODWAY FEMA 100-YR HIGH-RISK FLOODPLAIN EXISTING GRAVEL ROAD TO BE REMOVED EXISTING GRAVEL ROAD TO BE REMOVED PROJECT BOUNDARY (TYP.) BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING SANITARY MANHOLE RIM = 4906.4 INV (S) = 4898.3 INV (W) = 4898.4 EXISTING SANITARY MANHOLE RIM = 4907.7 INV (N) = 4897.2 INV (S) = 4897.2 20' SANITARY SEWER EASEMENT REC. NO. 87032252 OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE OWNER: 1303 FRONTAGE HOLDINGS LLC EXISTING SANITARY MANHOLE RIM = 4908.7 INV (N) = 4898.0 INV (S) = 4898.0 INV (W) = 4898.1 EXISTING SANITARY MANHOLE RIM = 4910.7 INV (NE) = 4902.1 INV (S) = 4901.7 INV (NW) 4901.8 EXISTING 24" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING 10" CLAY SANITARY SEWER (BOXELDER SANITATION) EXISTING SANITARY MANHOLE RIM = 4906.0 INV (N) = 4896.1 INV (E) = 4896.0 EXISTING SANITARY MANHOLE RIM = 4905.5 INV (W) = 4895.5 INV (S) = 4895.5 EXISTING SANITARY MANHOLE RIM = 4904.0 INV (N) = 4893.8 INV (E) = 4893.4 INV (S) = 4893.4 20' SANITARY SEWER EASEMENT BOOK 1299, PAGE 205 OWNER: GLANZ THOMAS J/LAURA P EXISTING SANITARY MANHOLE TO BE ABANDONED IN PLACE 20' SANITARY SEWER EASEMENT REC. NO. 87032253 FRONTAGE ROAD EXISTING ±105 LF 24" ADS TO BE REMOVED EXISTING ±1,249 LF FENCE TO BE REMOVED EXISTING ±15 LF 24" ADS TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / EXISTING FIELD DRAIN TO BE REMOVED BOXELDER CREEK EXISTING FENCE TO BE REMOVED EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING SANITARY MANHOLE RIM = 4905.7 INV (NE) = 4896.6 INV (SW) = 4896.5 EXISTING SANITARY MANHOLE RIM = 4907.3 INV (N) = 4898.4 INV (SW) = 4898.3 EXISTING INLET RIM = 4913.5 INV (N) = 4906.1 15" RCP FES INV = 4904.8 WATERLINE EASEMENT REC. NO. 97004213 EXISTING SANITARY MANHOLE RIM = 4911.0 INV (NE) = 4903.8 INV (W) = 4903.7 20' UTILITY EASEMENT REC. NO. 97004101 EXISTING SANITARY MANHOLE RIM = 4911.0 INV (N) = 4901.3 INV (S) = 4901.3 NOTE: SEE PROSPECT ROAD IMPROVEMENT PLANS BY OTHERS FOR DETAILED EXISTING CONDITIONS & DEMOLITION PLAN SHOWN HERE FOR REFERENCE ONLY NOTE: SEE PROSPECT ROAD IMPROVEMENT PLANS BY OTHERS FOR DETAILED EXISTING CONDITIONS & DEMOLITION PLAN SHOWN HERE FOR REFERENCE ONLY EXISTING PRAIRIE DOG COLONY DELINEATION EXISTING PRAIRIE DOG COLONY DELINEATION EXISTING 79.99' ROW EXISTING 79.98' ROW EXISTING ±1,473 LF FENCE TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING STRIPING TO BE REMOVED EXISTING CDOT ROW EXISTING 12" ELCO WATERLINE FEMA 100-YR HIGH-RISK FLOODPLAIN EXISTING 12" ELCO WATERLINE APPROXIMATE LOCATION EXISTING WATERLINE (CITY OF GREELEY) BOXELDER ESTATES 2ND EXISTING SANITARY MANHOLE RIM = 4905.5 INV (W) = 4895.5 INV (S) = 4895.5 OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: K AND M COMPANY OWNER: BOARD OF GOVERNORS CSU SYSTEM 20' DITCH EASEMENT BOOK 1230, PAGE 470 30' PERMANENT UTILITY EASEMENT REC. NO. 88022711 15' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 20' SANITARY SEWER EASEMENT BOXELEDER SANITATION DISTRICT BOOK 1299 PAGE 205 10' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 TEMPORARY EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 2016001847 TO BE VACATED PER PLAT FEMA 100-YR HIGH-RISK FLOODPLAIN EXISTING 12" ELCO WATERLINE EXISTING BOX CULVERTS EXISTING BOX CULVERTS BOXELDER CREEK 100-YEAR OVERFLOW CHANNEL 20' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT RECEPTION NO. 87032252 15' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 13' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 15' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 15' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 20' WATERLINE EASEMENT REC. NO. 97004214 CDOT ROW DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018474 TO BE VACATED PER PLAT DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018474 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 EX2 & DEMOLITIONS PLAN OVERALL EXISTING CONDITIONS 05 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER 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. 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. 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 9. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER, 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. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) EXISTING STRUTURES TO BE REMOVED EXISTING CONCRETE TO BE REMOVED MATCHLINE - SEE SHEET EX1 EX2 EX1 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X SS SS SS SS SS 24" SS 24" SS 24" SS 24" SS 24" SS T T T T S S W S W W W W W W S W W W W W S W W W W W S W W W W 24" SS SS SS SS 24" SS 24" SS 24" SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W H 2O H2O H2O H2O H2O H2O H2O W BL BL BL BL BL BL BL BL BL BL EXISTING PRAIRIE DOG COLONY DELINEATION EXISTING 12" ELCO WATERLINE EXISTING 24" RPM SANITARY SEWER (BOXELDER SANITATION) FEMA 100-YR FLOODWAY FEMA 100-YR HIGH-RISK FLOODPLAIN FEMA 100-YR HIGH-RISK FLOODPLAIN FEMA 100-YR FLOODWAY OWNER: NORMANDIN OWNER: KIM W JORDAN DAVID W OWNER: SILVERTIP REALTY LLC OWNER: HIXON TIMOTHY R OWNER: 913 SMITHFIELD LLC OWNER: R W PROPERTIES OWNER: AMERIGAS PROPANE LP OWNER: SCHNORR GARY L TRUST OWNER: CT ENTERPRISES LLC OWNER: 901 HOLDING COMPANY LLP OWNER: DAKA OWNER: FORNEY PROPERTIES LLC INDUSTRIES INC OWNER: 3824 CANAL LLC OWNER: 3800 CANAL DR LLC OWNER: AMERICAN BUILDERS AND CONTRACTORS OWNER: CANAL HOLDINGS LLC OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLC OWNER: RASS HOLDINGS LLC OWNER:DEAN ANDREW G OWNER: BALDWIN THOMAS R/JANELLE R OWNER: CROISSANT PETER A OWNER: SLATE ROBERT STEPHEN OWNER: SHEAFOR SHERYL OWNER: BEITZ MAYNARD L/CALISTA K 40' WATERLINE EASEMENT REC. NO. 20060044720 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 20' EASEMENT FOR THE CACHE LA POUDRE RESERVOIR BOOK 1338, PAGES 19 CACHE LE POUDRE INLET CANAL LAKE CANAL PARCEL OF LAND AS DESCRIBED IN BOOK 1338, PAGE 10 PARCEL OF LAND AS DESCRIBED IN BOOK 1338, PAGE 10 NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 20' SANITARY SE WER EASEMENT REC. NO. 87032253LIN 20' WATERLINE EASEMENT REC. NO. 97004214 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 ACCESS EASEMENT REC. NO. 97075689 WATER & SANITARY SEWER EASEMENT BOOK 2285, PAGE 1162 40' WATERLINE EASEMENT REC. NO. 20060044720 20' WATERLINE EASEMENT REC. NO. 97004214 20' SANITARY SEWER EASEMENT REC. NO. 87032253 20' SANITARY SEWER EASEMENT REC. NO. 87032253 Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 EX1 & DEMOLITIONS PLAN OVERALL EXISTING CONDITIONS 04 KEYMAP / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD INTERSTATE - 25 ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER 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. 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. 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 9. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER, 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. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) EXISTING STRUTURES TO BE REMOVED EXISTING CONCRETE TO BE REMOVED NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE - SEE SHEET EX2 EX2 EX1 EXISTING 12" ELCO WATERLINE EXISTING CITY OF GREELEY WATERLINE of 44 CS3 GENERAL & CONSTRUCTION NOTES 03 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 EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION Version: 11/22/2019 The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence over these general notes. 1. Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall be manufactured per the most recent version of applicable industry standards. 2. Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affected utility companies prior to commencing construction. Cost of repairs to any other utility damaged during District waterline installation shall be the responsibility of the Contractor. 3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done and shall be fully responsible for all costs associated with damage to any and all other public and private property. 4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State or Federal agencies having applicable authority. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 6. Design Approval and Construction Start: No construction shall begin without prior design acceptance from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 7. Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with the District. 8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change indicated on copy of the signed design drawings. Any field revision approved and installed shall also be accurately documented on the As-Built drawings. 9. Materials of Construction: a. Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall be specified based on engineered design. b. Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. c. Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. d. Materials and Installation: All materials installed shall be new and free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints. e. Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. f. Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat. g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet. h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings. i. Pipe, Valve and Fitting Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. All fitting bolts shall have zinc caps installed. 10. Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe per the pipe manufacture's installation recommendation. Note maximum trench width detail. 11. Backfill: Backfill of acceptable material shall be placed in 'lifts' of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical equipment type compaction is to used. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in all other locations. Backfill compaction testing frequency shall be at least one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements of the applicable road authority or beginning 1.5-feet above top of pipe at 1-foot increments to grade. 12. Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector. 13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 14. Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 15. Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 17. Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all work, including all materials to be incorporated in the work, excavation. bedding, backfill, testing, and all construction methods and practices of the installed facilities is equal to or better than minimum construction requirements as set forth in the District's Specifications. 18. Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 19. Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and operation such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance of Preliminary Acceptance includes but is not limited to chlorination test report, bacteriological test report, hydrotest report, compaction testing report, verification of project costs, As-built drawings and Record Drawings. Following receipt, review and acceptance by the district of these and other documents as may be required per project specifics, the District will issue Preliminary Acceptance. 20. Project As-Built and Record Drawing Requirements: a. As-built drawings are compiled and maintained during construction by the Contractor and identify, in red ink, on-site changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or otherwise requested by the District) for acceptance and to the project's design engineer for creation of Record Drawings. 21. Record Drawings are prepared by the project’s design engineer and shall accurately reflect any change made in the field which varies from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. The Record Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). 20. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the District. TYPICAL SECTIONS: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT NOTE: REFER TO SHEET TS01 FOR TYPICAL FRONTAGE ROAD CROSS-SECTIONS. 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 Drainage Report for Gateway at Prospect dated 06/08/2020. 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 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 PROJECT BENCHMARKS: BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01 LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO WELCOME CENTER, ON A CONCRETE HEADWALL TO AN IRRIGATION PIPE. ELEVATION: 4904.41 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01 LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF HIGHWAY BRASS CAP. ELEVATION: 4934.13 PLEASE NOTE THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM). IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 = NAVD88 - 3.19' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 15 AS BEARING SOUTH 89°59'09" WEST (ASSUMED BEARING). 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: · N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information. 17. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles and existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas, and/or building sites. 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. 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 Drainage Report for Gateway at Prospect dated 06/08/2020 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. BOXELDER GENERAL NOTES 1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications. 13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete. 14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings. 15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District. 18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure. 19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District. 20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT Northern Engineering Services, Inc. Stephanie Thomas, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SURVEYOR CONTACT INFORMATION PROJECT TEAM: SHEET INDEX ENGINEER ING N O R T H E RN PUBLIC IMPROVEMENT PLANS FOR UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS----------------- Xcel Energy----------------------------- Pat Kreager (970) 225-7840 ELECTRIC-------- City of Fort Collins Light & Power-- Luke Unruh (970) 416-2724 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------ East Larimer County Water District-Randy Siddens (970) 493-2044 WASTEWATER--Boxelder Sanitation District-----------Brian Zick (970) 498-0604 STORMWATER- City of Fort Collins Utilities----------- Dan Mogen (970) 305-5989 LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER GATEWAY AT PROSPECT Aaron Olson 444 Mountain Avenue Berthoud, CO 80513 (970)-532-5891 Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ENGINEER ING N O R T H E RN Earth Engineering Consultants 4396 Greenfield Drive Windsor, CO 80550 (970) 545-3908 Project #: 1152086 Earth Engineering Consultants, Inc. Preliminary Subsurface Exploration Program Report Interstate Land Parcel Prospect Road and I-25 Fort Collins, Colorado EEC Project No. 1002156 Date: August 28, 2000 SUBSURFACE EXPLORATION BY: Fort Collins / I-25 Interchange, LLC Tim Mckenna 2 North Cascade Avenue Suite 1490 Colorado Springs, CO 80903 (719)-540-5800 TRAFFIC ENGINEER Delich Associates 2272 Glen Haven Drive Loveland, CO 80538-4903 (970) 669-2061 Project #: 1501 COVER SHEETS 01 CS1 COVER SHEET 02-03 CS2-CS3 GENERAL & CONSTRUCTION NOTES 04-05 EX1-EX2 EXISTING CONDITIONS & DEMOLITION PLAN UTILITY SHEETS 06-07 OU1-OU2 OVERALL UTILITY PLAN GRADING SHEETS 08 OG1 OVERALL GRADING PLAN 09-13 G1-G5 GRADING PLAN STREET SHEETS 14-15 R1-R2 STREET B - PLAN & PROFILE 16-17 R3-R4 STREET D - PLAN & PROFILE 18-19 R5-R6 STREET E - PLAN & PROFILE EROSION & DRAINAGE SHEETS 20 EC1 ERIOSION CONTROL PLAN 21 EC2 ERIOSION CONTROL DETAILS 22 DR1 DRAINAGE EXHIBIT AYRES ROUNDABOUT & FRONTAGE ROAD DESIGN 23 TS01 FRONTAGE ROAD - TYPICAL SECTIONS 24-26 PD01-PD03 FRONTAGE ROAD - PLAN DETAILS 27-30 PP01-PP04 FRONTAGE ROAD - PLAN & PROFILE 31 PP05 STREET E (CONTINUATION) - PLAN & PROFILE 32-33 PP06-PP07 ROUNDABOUT MEDIAN - PLAN & PROFILE 34-38 PP08-PP12 ROUNDABOUT EOP CURB RETURN - PLAN & PROFILE 39-44 XS01-XS06 FRONTAGE ROAD - CROSS SECTIONS UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT King Surveyors 650 E. Garden Drive Windsor, CO 80550 (970) 686-5011 Project #: 2013484 CITY OF GREELEY The City's acceptance shall not relieve the design engineer's responsibility for errors, omissions, or design deficiencies for which the City is held harmless. Sheet GATEWAY AT PROSPECT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 44 CS1 COVER SHEET 01 UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT LAKE CANAL CACHE LA POUDRE INLET CANAL Earth Engineering Consultants, Inc. Subsurface Exploration Report - Prospect Road and Interstate I-25 Evaluation of Groundwater/Subsurface Conditions and Installation of 4 Piezometers Fort Collins, Colorado EEC Project No. 1152086 Date: September 23, 2015 PROJECT LOCATION