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Home My WebLink AboutRIDGEWOOD HILLS FIFTH FILING - FDP200024 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS76' ROW L 50' - 8' 6' 11' TRAVEL LANE WALK PARKING 5' 8' BIKE LANE PARKWAY MINOR COLLECTOR STREET AVONDALE ROAD C 57' ROW C L 36' - 8' 10' TRAVEL LANE WALK PARKING 4.5' 6' TRAVEL LANE PARKWAY LOCAL CONNECTOR STREET STRASBURG DRIVE STA 22+90 TO 28+25 LONGMONT ST STA 49+05 TO 49+60 FIELD VIEW DR STA 40+00 TO 45+25 LONG VISTA WAY CASTLE VIEW DR 10' 8' TRAVEL LANE WALK PARKING 6' 4.5' TRAVEL LANE PARKWAY 11' 6' 8' TRAVEL LANE PARKING 8' 5' BIKE LANE PARKWAY 6-LANE ARTERIAL COLLEGE AVENUE (FUTURE SECTION) C L 144' ROW 8' 9' 8' 12' 12' 12' 15' UTIL EASEMENT BIKE LANE PARKWAY WALK TRAVEL LANE TRAVEL LANE TRAVEL LANE 110' ROADWAY 18' MEDIAN 2' SLOPED CURB A. PROPERTY DESCRIPTION PARCEL 1: TRACT A, SHENANDOAH P.U.D., FILING ONE, IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. PARCEL 2: THAT PORTION OF THE E ½ OF THE SE ¼ OF SECTION 14, TOWNSHIP 6 NORTH, RAGE 69 WEST OF THE 6TH P.M., LARIMER COUNTY, COLORADO, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF SAID E1/2 OF THE SE ¼ OF SECTION 14 S 89°29’06” W, 50.00 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON THE WESTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 287 AS RECORDED IN BOOK 1057 AT PAGE 548 RECORDS OF SAID COUNTY; THENCE CONTINUING ALONG SAID SOUTH LINE OF THE E1/2 OF THE SE ¼ OF SECTION 14, S 89°29’06” W, 1269.26 FEET;THENCE ALONG THE WEST LINE OF SAID E ½ OF THE SE ¼ OF SECTION 14 N 00°20’32” E, 2659.75 FEET;THENCE ALONG THE NORTH LINE OF SAID E ½ OF THE SE ¼ OF SECTION 14 N 89°07’30” E, 1261.75 FEET TO THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED IN BOOK 1945 AT PAGE 963 RECORDS OF SAID COUNTY;THENCE ALONG THE WESTERLY AND SOUTHERLY LINE OF SAID TRACT THE FOLLOWING FIVE (5) COURSES AND DISTANCES: S 00°17’09” W, 629.58 FEET; S 03°18’54” W, 189.30 FEET; S 06°25’24” W, 93.50 FEET; S 00°17’19” W, 483.00 FEET; S 89°42’51” E, 25.03 FEET TO WEST RIGHT-OF-WAY LINE OF STATE HIGHWAY 287 AS RECORDED IN BOOK 1057 AT PAGE 584, RECORDS OF SAID COUNTY, THENCE ALONG SAID WEST RIGHT-OF-WAY LINE S00°17’09” W, 1272.96 FEET TO THE TRUE POINT OF BEGINNING;EXCEPT ANY PORTION CONTAINED IN DEEDS RECORDED APRIL 23, 1979 IN BOOK 1945 AT PAGE 963 AND JANUARY 18, 1994 AT RECEPTION NO. 94005306, AND DECEMBER 31, 1997 AT RECEPTION NO. 97088249, AND JULY 23, 2002 AT RECEPTION NO. 2002077968 AND NOVEMBER 25, 2002 AT RECEPTION NO. 2002126479,COUNTY OF LARIMER, STATE OF COLORADO. PARCEL 3: THAT PROPERTY DESCRIBED IN DEED RECORDED NOVEMBER 25, 2002 AT RECEPTION NO. 2002126478, MORE FULLY DESCRIBED AS FOLLOWS: A TRACT OF LAND LOCATED IN THE EAST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OFCOLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 14 AS BEARING SOUTH 00°07'59" EAST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF SAID SOUTHEAST 1/4, SOUTH 89°04'09"WEST, 50.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 287 (SOUTH COLLEGE AVENUE); THENCE CONTINUING ALONG SAID SOUTH LINE, SOUTH 89°04'09" WEST, 647.99 FEET; THENCE DEPARTING SAID SOUTH LINE, NORTH 00°55'51" WEST, 64.01 FEET TO THE POINT OF BEGINNING; THENCE, NORTH 00°55'51" WEST, 338.77 FEET; THENCE, SOUTH 36°03'42" EAST, 277.06 FEET; THENCE, SOUTH 53"56'18" WEST, 194.95 FEET TO THE POINT OF BEGINNING. PARCEL 4: A TRACT OF LAND BEING A PORTION OF TRACT C, SHENANDOAH P.U.D., LOCATED IN THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. CONSIDERING THE SOUTHWESTERLY LINE OF SAID TRACT C, AS BEARING NORTH 45º55'42" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO: BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID TRACT C; THENCE ALONG THE SOUTHWESTERLY LINE OF SAIDTRACT C, NORTH 45º55’42” WEST, 342.17 FEET; THENCE DEPARTING SAID LINE, SOUTH 89º42’51” EAST, 300.46 FEET TO A POINT ON THE WESTERLY LINE OF A 40 FOOT WIDE DITCH EASEMENT RECORDED IN PLAT OF SHENANDOAH P.U.D. RECORDED AT RECEPTION NO. 97085966 LARIMER COUNTY CLERK AND RECORDER; THENCE ALONG SAID EASEMENT LINE THE FOLLOWING FIVE (5) COURSES AND DISTANCES, ALONG A NON-TANGENT CURVE CONCAVE TO THE SOUTHEAST HAVING A CENTRAL ANGLE OF 3º41’57” HAVING A RADIUS OF 684.00 FEET, AN ARC LENGTH OF 44.16 FEET, AND THE CHORD OF WHICH BEARS NORTH 43º40’47” EAST, 44.15 FEET; THENCE ALONG A CURVE CONCAVE TO THE SOUTHEAST HAVING A CENTRAL ANGLE OF 8º26’44” HAVING A RADIUS OF 684.00 FEET, AN ARC LENGTH OF 100.82 FEET, AND THE CHORD OF WHICH BEARS NORTH 49º45’08” EAST, 100.73 FEET; THENCE, NORTH 53º58’29” EAST, 21.75 FEET; THENCE ALONG A CURVE CONCAVE TO THE NORTHWEST HAVING A CENTRAL ANGLE OF 53º41’17” HAVING A RADIUS OF 60.00 FEET, AN ARC LENGTH OF 56.22 FEET, AND THE CHORD OF WHICH BEARS NORTH 27º07’51” EAST, 54.19 FEET; THENCE, NORTH 00º17’09” EAST, 203.60 FEET; THENCE DEPARTING SAID EASEMENT LINE, NORTH 45º37’40”WEST, 34.75 FEET TO A POINT ON THE NORTHERLY LINE OF TRACT C; THENCE ALONG THE BOUNDARIES OF SAID TRACT C THE FOLLOWING FIVE (5) COURSES AND DISTANCES, NORTH 44º29’52” EAST, 36.00 FEET TO THE NORTHEAST CORNER OF TRACT C; THENCE, SOUTH 48º06’26” EAST, 22.63 FEET; THENCE ALONG A CURVE CONCAVE TO THE SOUTHWEST HAVING A CENTRAL ANGLE OF 24º21’32” HAVING A RADIUS OF 243.75 FEET, AN ARC LENGTH OF 103.63 FEET, AND THE CHORD OF WHICH BEARS SOUTH 33º14’25” EAST, 102.85 FEET; THENCE, SOUTH 21º03’41” EAST, 319.96 FEET TO THE SOUTHEAST CORNER OF TRACT C; THENCE, SOUTH 57º45’56” WEST, 465.68 FEET TO THE POINT OF BEGINNING. B. GENERAL NOTES - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C1.0_Existing Conditions Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY EXISTING CONDITIONS & DEMO PLAN C1.0 UE W SS STM G UT SCALE: 1"=60' 0 10 30 60 C1.0 MATCHLINE-SEE SHEET C1.1 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C1.0_Existing Conditions Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY EXISTING CONDITIONS & DEMO PLAN C1.1 UE W SS STM G UT SCALE: 1"=60' 0 10 30 60 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C1.0 C1.1 T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY HORIZONTAL CONTROL PLAN C2.0 SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C2.1 HANDICAP RAMP WITH TRUNCATED DOME IN-FALL CURB PROPOSED 2' SIDEWALK CHASE 1 2 3 T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY HORIZONTAL CONTROL PLAN C2.1 SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C2.2 MATCHLINE-SEE SHEET C2.0 HANDICAP RAMP WITH TRUNCATED DOME IN-FALL CURB PROPOSED 2' SIDEWALK CHASE 1 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: T T T T T T > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > T T T T T T > > > > > > - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY HORIZONTAL CONTROL PLAN C2.4 SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C2.5 MATCHLINE-SEE SHEET C2.3 KEYMAP US HWY 287 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY HORIZONTAL CONTROL PLAN C2.5 SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C2.5 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C2.1 C2.0 C2.2 C2.3 C2.4 C2.5 HANDICAP RAMP WITH TRUNCATED DOME IN-FALL CURB PROPOSED 2' SIDEWALK CHASE T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C3.0-C3.1_Phasing Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY SITE & VERTICAL PHASING PLAN C3.0 SCALE: 1"=60' 0 10 30 60 NOTES: LEGEND: PROJECT BOUNDARY PHASE LINE PHASE 1A - PHASE 2A - - 1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. T T T T T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C3.0-C3.1_Phasing Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY SITE & VERTICAL PHASING PLAN C3.1 SCALE: 1"=60' 0 10 30 60 NOTES: LEGEND: PROJECT BOUNDARY S S S S S S S S S S S S S S S S S S S S S S S S S S S S S T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C3.2-C3.3_Utility Phasing Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S T T T T T T T T T T T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.0_Overall Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY C4.1 OVERALL GRADING PLAN C4.0 SCALE: 1"=200' 0 50 100 200 T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.1 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.2 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.3 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.4 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.5 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.6 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.7 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.8 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.9 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.10 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL STM STM STM STM STM STM STM STM STM STM T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.11 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY STM STM - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C4.1-C4.12_Grading Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY GRADING PLAN C4.12 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S MV T T S S MV T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.1-C5.6_Utility Plan.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PLAN C5.1 W SS W SS S SCALE: 1"=30' S S S S MV MV MV MV T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.1-C5.6_Utility Plan.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PLAN C5.2 W SS W SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.1-C5.6_Utility Plan.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S STM STM STM STM STM S S MV MV MV MV MV T T T MV - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.1-C5.6_Utility Plan.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.1-C5.6_Utility Plan.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PLAN C5.6 W SS W SS S SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C5.5 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C5.3 C5.2 C5.4 C5.5 C5.6 S S S S S S S S S S S S S S S S S S S S S S S S S S S - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.8-C5.9_Utility Plan_Private.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S MV MV MV MV MV MV MV MV MV MV MV T T T - - - - UTILITY DETAILS C5.10 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY DETAILS C5.11 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY S S S S S S MV MV MV MV MV T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN S S MV T T S S MV MV T T S S T T KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP S S MV MV T T S S S MV MV MV T T KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: S S S MV MV MV T T S S MV MV T T KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC S S S T T S S MV T T S MV T KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY S MV S T S T KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND MV MV MV MV KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. MV MV S S S KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S STM STM STM S S S S S S S S S S S S S S MV MV MV MV MV MV MV MV MV MV MV S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S MV S S S S S S S S S S S S S S KEYMAP S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S STM STM S S S MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV S S S S S S S S S S S S S S S MV MV T S S S S S S S S S S S S S S S S S S S S S S S MV MV S S S S S S S S S KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - S S MV MV T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.12_Storm Plan and Profile OFFSITE.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. STORM DRAIN DETAILS C6.14 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY STORM DRAIN DETAILS C6.15 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY ORIFICE PLATE POND ID ORIFICE PLATE HOLE DIAMETER (IN) 18" 8" MIN. 8" MIN. ORIFICE PLATE 28.5" 39" FRONT VIEW 6" SIDE VIEW ORIFICE PLATE POND ID ORIFICE PLATE HOLE DIAMETER (IN) 18" 8" MIN. 8" MIN. ORIFICE PLATE 28.5" 39" 6" FRONT VIEW SIDE VIEW STORM DRAIN DETAILS C6.16 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 ADS STORMTECH DETAILS C6.17 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY ADS STORMTECH DETAILS C6.18 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY ADS STORMTECH DETAILS C6.19 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY > > > > > > > > > > > > S S S S S S S S S S MV MV MV MV MV T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C7.0_Irrigation Ditch Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 > > S S S S S S S S S S S S S S S S S S S STM STM STM S M V MV MV MV MV MV MV MV MV MV T T T T T MV KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - S S S MV MV T T KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C7.0_Irrigation Ditch Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY 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. S S S S S S MV MV MV MV MV T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C8.0_Sanitary Sewer Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY KEYMAP US HWY 287 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S S S S S S S S S S S S S S S S S S S S S S > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S S S S S S S S S S S S S S S S S S S S > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S S S S S S S S S S S S S S > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S S S S S S S S S S S S S S S S S S S S MV T T S S MV T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C8.0_Sanitary Sewer Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD LEGEND: NOTES: T S S T S S S T T T S S S T T T S S T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C8.0_Sanitary Sewer Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY KEYMAP SANITARY DETAILS C8.8 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.10-C5.11_Utility-Details.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY ℄ ℄ ℄ S S T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.0_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY STRAUSBURG DRIVE PLAN AND PROFILE C9.0 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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 S S T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.0_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY STRAUSBURG DRIVE PLAN AND PROFILE LT FL C9.1 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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 S S T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.0_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY STRAUSBURG DRIVE PLAN AND PROFILE RT FL C9.2 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.3_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY FIELD VIEW DRIVE & CASTLE VIEW DRIVE PLAN AND PROFILE C9.3 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.3_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY FIELD VIEW DRIVE & CASTLE VIEW DRIVE PLAN AND PROFILE LT FL C9.4 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.3_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY FIELD VIEW DRIVE & CASTLE VIEW DRIVE PLAN AND PROFILE RT FL C9.5 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR T T T T T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.6_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY FIELD VIEW DR & LONGMONT ST PLAN AND PROFILE C9.6 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE T T T T T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.6_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY FIELD VIEW DR & LONGMONT ST PLAN AND PROFILE LT FL C9.7 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE T T T T T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.6_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY FIELD VIEW DR & LONGMONT ST PLAN AND PROFILE RT FL C9.8 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S T T T T T - S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.9_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY FUTURE AVONDALE ROAD PLAN AND PROFILE C9.12 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. S S S T T T T 100' ROW L 88' - C EXISTING 4-LANE ARTERIAL COLLEGE AVENUE 6-LANE ARTERIAL COLLEGE AVENUE (FUTURE SECTION) C L 144' ROW 8' 9' 8' 12' 12' 12' 15' UTIL EASEMENT BIKE LANE PARKWAY WALK TRAVEL LANE TRAVEL LANE TRAVEL LANE 121' ROADWAY 18' MEDIAN 2' SLOPED CURB 2' SLOPED CURB 55' ℄- 66' ℄- - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.13_RD_287.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY S S S S - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.14_RD_287_SECTIONS.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY US HWY 287 FUTURE RIGHT-OF-WAY SECTIONS C9.14 > > > > > > > - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY INTERSECTION DETAILS C9.15 SCALE: 1"=20' 0 10 20 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD A B C D > > > > > > > > > > > > > > > > > > > > > > > > > - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY INTERSECTION DETAILS SITE DETAILS C9.17 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY SITE DETAILS C9.18 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY SITE DETAILS C9.19 1 CURB CHASE C2.2 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C10.0-C10.1_Signage and Striping Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY SIGNAGE & STRIPING PLAN C10.0 SCALE: 1"=60' 0 10 30 60 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD LEGEND: NOTES: STOP SIGN STREET SIGN FIRE LANE - NO PARKING 1 2 3 4 TYPE 3 BARRICADE W/ROAD CLOSED SIGN - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C10.0-C10.1_Signage and Striping Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY SIGNAGE & STRIPING PLAN C10.1 SCALE: 1"=60' 0 10 30 60 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C10.1 C10.0 LEGEND: NOTES: STOP SIGN STREET SIGN FIRE LANE - NO PARKING 1 2 T T T T T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C11.0-C11.1_Erosion Control Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY EROSION CONTROL PLAN C11.1 SCALE: 1"=60' 0 10 30 60 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C11.0-C11.1_Erosion Control Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY SCALE: 1"=60' 0 10 30 60 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD LEGEND: 1. THIS EROSION CONTROL PLAN AND ASSOCIATED SWMP ARE LIVING DOCUMENTS REQUIRING PERIODIC REVIEW AND UPDATING AS SITE CONDITIONS CHANGE OR AS REQUIRED BY LOCAL AUTHORITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ONGOING COMPLIANCE WITH THE REQUIREMENTS OF THE STORMWATER DISCHARGE PERMIT. 2. 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 EROSION CONTROL DETAILS C11.2 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY SILT FENCE SF WATTLE INSTALLATION SWALE WATTLE DIKE DROP INLET PROTECTION IP SF SF SF IPS SF - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY EROSION CONTROL DETAILS C11.3 STRAW WATTLE (SEE DETAIL 2 ON DT09 FOR DETAIL) CURB INLET PROTECTION VEHICLE CONTROL TRACKING PAD IP VTC IPS VTC DANDY BAG CONSTRUCTION FENCE - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY EROSION CONTROL DETAILS CONCRETE WASHOUT AREA C11.4 CWA CWA 1 2 1 11 5 5 5 5 3 3 3 3 3 3 2 2 2 2 OFF-SITE RUNOFF FROM A PORTION OF BASIN N7 - RIDGEWOOD HILLS FOURTH FILING 12 3 3 3 3 3 3 3 2 3 3 acres D4 0.20 0.25 0.29 D5 RF10 RF9 A15 A16 A14 A13 RF8 RF7 A12 A9 A8 A10 A11 A2 A7 RF6 RF5 RF4 RF3 A5 A4 A6 1 10 6 3 3 2 2 3 3 2 2 5 6 OFF-SITE RUNOFF FROM BASIN SB-14 OF RIDGEWOOD HILLS FOURTH FILING Q2=0.05 cfs Q100 = 1.52 cfs 3 D1 C7 C6b C6a C8 C10 C13 C14 C15 C16 C11 C12 C18 C17 C9 AVD2 AVD1 C18 C19 acres PND C 0.20 0.25 1.58 acres RG C 0.27 0.33 0.86 acres D1 0.65 0.82 0.10 acres C5 0.70 0.88 0.22 C5 acres C6b 0.73 0.92 0.99 acres C7 0.55 0.69 0.41 acres C8 0.46 0.57 0.42 acres AVD2 0.04 0.25 0.00 acres C9 0.74 0.93 0.60 acres C10 0.81 1.00 0.46 acres C11 0.84 1.00 0.19 acres C13 0.76 0.95 0.34 acres C12 0.55 0.69 0.41 acres C14 0.72 0.90 1.07 acres C15 0.78 0.97 0.46 acres C16 0.73 0.92 1.60 acres C17 0.70 0.88 0.13 acres C18 0.63 0.79 1.03 acres WT2 0.25 0.31 2.21 WT2 acres WT3 0.20 0.25 1.70 WT3 acres D6 0.20 0.25 0.93 D6 acres WT1 0.41 0.52 0.17 WT1 acres C6a 0.78 0.98 0.25 acres SB-14 0.06 0.51 0.298 SB-14 acres AVD1 0.04 0.25 0.00 15 OFF-SITE RUNOFF FROM AVD1 AND AVD2 TO BE DETERMINED EXISTING WETLAND AREA 16 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED STORM INLET PROPOSED LOTLINE EASEMENT LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPERTY BOUNDARY EXISTING MANHOLE DRAINAGE SYMBOLS: DESIGN POINT MAJOR BASIN BOUNDARY (i.e., C-STORE) SUB-BASIN BOUNDARY (i.e., RATIONAL METHOD) OVERLAND FLOW DIRECTION (I.E., LANDSCAPING) DIRECT FLOW DIRECTION (I.E., PAVEMENT, CURB AND GUTTER) BASIN ID MINOR (2YEAR) RUNOFF COEFFICIENT MAJOR (100YEAR) RUNOFF COEFFICIENT BASIN AREA (ACRES) acres A1 0.23 0.45 1.00 A1 SCALE: 1"=60' 0 10 30 60 MATCHLINE-SEE SHEET C12.0 DRAINAGE PLAN C12.1 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C12.1 C12.0 DRAINAGE NOTES PROPOSED OUTLET STRUCTURE PROPOSED STORM DRAIN PIPE PROPOSED STORM DRAIN INLET (CDOT TYPE R CURB INLET, No. 16 COMBINATION INLET, AREA INLET, ETC.) PROPOSED GRASS-LINED SWALE W/CONCRETE PAN PROPOSED RE-ALIGNMENT OF EXISTING IRRIGATION DITCH EXISTING IRRIGATION DITCH TO BE PROTECTED IN-PLACE PROPOSED INTERIM OUTFALL PROPOSED HEADWALL w/ORIFICE PLATE PROPOSED SIDEWALK CHASE PROPOSED BIORETENTION BASIN PROPOSED ADS STORMTECH SYSTEM EXISTING 48" OUTFALL TO ROBERT BENSON LAKE RE-ROUTED OUTFALL FROM SHENANDOAH PUD FILING ONE POND B OUTFALL ESTIMATED 100-YEAR WATER SURFACE ELEVATION (WSEL) EXISTING 24" OUTFALL CONSTRUCTED W/RIDGEWOOD HILLS PUD 3RD FILING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A3 RF2 RF1 A1 B3 B2 B4 acres PND A 0.22 0.27 0.91 acres PND B 0.30 0.38 1.08 B1 D4 C2 C3 C4 D2 acres A1 0.82 1.00 0.59 acres B1 0.33 0.42 0.27 acres B2 0.57 0.72 1.78 acres B3 0.68 0.85 0.69 acres A2 0.85 1.00 0.99 acres A7 0.42 0.52 0.23 acres A3 0.52 0.65 0.98 acres A5 0.68 0.85 0.33 acres A4 0.60 0.74 0.44 acres A6 0.77 0.96 0.43 acres A8 0.82 1.00 0.16 acres A9 0.84 1.00 0.26 acres A10 0.73 0.91 0.18 acres A11 0.84 1.00 0.16 acres A12 0.87 1.00 0.28 acres A13 0.64 0.81 0.64 acres A14 0.67 0.84 0.34 acres A15 0.72 0.91 0.20 acres A16 0.89 1.00 0.32 acres D5 0.23 0.28 0.42 C1 acres C1 0.37 0.46 0.30 acres C2 0.28 0.35 0.13 acres C3 0.61 0.77 2.25 acres C4 0.74 0.92 0.72 acres C5 0.70 0.88 0.22 C5 acres OS3 0.20 0.25 1.69 acres RBS 0.20 0.25 0.85 RBS A17 acres N-7 0.25 0.31 0.90 acres OS1 0.21 0.27 0.90 acres OS2 0.20 0.25 0.69 acres OS4 0.20 0.25 0.38 acres D2 0.33 0.42 0.74 acres D3 0.20 0.25 0.21 D3 OS1 OS2 OS3 OS4 14 13 15 15 OFF-SITE RUNOFF FROM ±31% OF N-7 RIDGEWOOD HILLS FOURTH FILING Q2=0.18 cfs Q100 =0.64 cfs OFF-SITE RUNOFF FROM ±28% OF N-7 RIDGEWOOD HILLS FOURTH FILING Q2=0.16 cfs Q100 =0.58 cfs OFF-SITE RUNOFF FROM ±41% OF N-7 RIDGEWOOD HILLS FOURTH FILING Q2=0.24 cfs Q100=0.85 cfs - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED STORM INLET PROPOSED LOTLINE EASEMENT LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPERTY BOUNDARY EXISTING MANHOLE DRAINAGE SYMBOLS: DESIGN POINT MAJOR BASIN BOUNDARY (i.e., C-STORE) SUB-BASIN BOUNDARY (i.e., RATIONAL METHOD) OVERLAND FLOW DIRECTION (I.E., LANDSCAPING) DIRECT FLOW DIRECTION (I.E., PAVEMENT, CURB AND GUTTER) BASIN ID MINOR (2YEAR) RUNOFF COEFFICIENT MAJOR (100YEAR) RUNOFF COEFFICIENT BASIN AREA (ACRES) acres A1 0.23 0.45 1.00 A1 SCALE: 1"=60' 0 10 30 60 DRAINAGE PLAN MATCHLINE-SEE SHEET C12.1 C12.0 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C12.1 C12.0 DRAINAGE NOTES PROPOSED OUTLET STRUCTURE PROPOSED STORM DRAIN PIPE PROPOSED STORM DRAIN INLET (CDOT TYPE R CURB INLET, No. 16 COMBINATION INLET, AREA INLET, ETC.) PROPOSED GRASS-LINED SWALE W/CONCRETE PAN PROPOSED RE-ALIGNMENT OF EXISTING IRRIGATION DITCH EXISTING IRRIGATION DITCH TO BE PROTECTED IN-PLACE PROPOSED INTERIM OUTFALL PROPOSED HEADWALL w/ORIFICE PLATE PROPOSED SIDEWALK CHASE PROPOSED BIORETENTION BASIN PROPOSED ADS STORMTECH SYSTEM EXISTING 48" OUTFALL TO ROBERT BENSON LAKE RE-ROUTED OUTFALL FROM SHENANDOAH PUD FILING ONE POND B OUTFALL ESTIMATED 100-YEAR WATER SURFACE ELEVATION (WSEL) EXISTING 24" OUTFALL CONSTRUCTED W/RIDGEWOOD HILLS PUD 3RD FILING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 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. 3. EROSION CONTROL PRACTICES, SITE PROTECTION AND REVEGETATION METHODS SHALL FOLLOW CITY OF FORT COLLINS REGULATIONS. 4. DURING CONSTRUCTION PHASING, INSTALL EROSION CONTROL MEASURES FOLLOWING BMPS WITH EACH PHASE, AS REQUIRED. 5. PERIMETER PROTECTION (I.E., STRAW WATTLES) IS SHOWN AROUND EACH BLOCK THAT IS A PART OF THE PROPOSED IMPROVEMENTS. REFER TO THE LEGEND (SEE RIGHT). THIS PERIMETER PROTECTION SHALL BE INSTALLED WHEN CURB, GUTTER AND SIDEWALK INSTALLATION IS COMPLETED IN THE ADJOINING RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PERIMETER PROTECTION (i.e., STRAW WATTLES) DAMAGED BY CONSTRUCTION TRAFFIC (e.g., TRUCKS DRIVING OVER STRAW WATTLES AND FLATTENING THEM). 6. FOLLOWING OVERLOT GRADING OR ANY OTHER LAND DISTURBING ACTIVITY, ALL OTHER AREAS OF THE SITE TO BE DEVELOPED DURING LATER PHASES OF CONSTRUCTION AND WHICH SHALL REMAIN EXPOSED FOR MORE THAN THIRTY-(30) DAYS WILL REQUIRE TEMPORARY OR PERMANENT EROSION CONTROL (I.E., SEED/MULCH, LANDSCAPING, ETC.). 7. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. 8. SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET CV02, AS WELL AS DETAILS ON SHEETS ####-####. VEHICLE TRACKING CONTROL PAD SILT FENCE INLET PROTECTION CONCRETE WASHOUT AREA NOTE: ALL BMP'S SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. ROCK SOCK SF IP CWA VTC RS GENERAL NOTES: TEMPORARY BMPs SF SF EXISTING STORM SEWER PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE EXISTING MANHOLE EXISTING STORM INLET STABILIZED STAGING AREA SSA ROCK CHECK DAM RCD EROSION CONTROL PLAN C11.0 C11.1 C11.0 AVONDALE RD C11.1 C11.0 LEGEND: 1. THIS EROSION CONTROL PLAN AND ASSOCIATED SWMP ARE LIVING DOCUMENTS REQUIRING PERIODIC REVIEW AND UPDATING AS SITE CONDITIONS CHANGE OR AS REQUIRED BY LOCAL AUTHORITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ONGOING COMPLIANCE WITH THE REQUIREMENTS OF THE STORMWATER DISCHARGE PERMIT. 2. 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. 3. EROSION CONTROL PRACTICES, SITE PROTECTION AND REVEGETATION METHODS SHALL FOLLOW CITY OF FORT COLLINS REGULATIONS. 4. DURING CONSTRUCTION PHASING, INSTALL EROSION CONTROL MEASURES FOLLOWING BMPS WITH EACH PHASE, AS REQUIRED. 5. PERIMETER PROTECTION (I.E., STRAW WATTLES) IS SHOWN AROUND EACH BLOCK THAT IS A PART OF THE PROPOSED IMPROVEMENTS. REFER TO THE LEGEND (SEE RIGHT). THIS PERIMETER PROTECTION SHALL BE INSTALLED WHEN CURB, GUTTER AND SIDEWALK INSTALLATION IS COMPLETED IN THE ADJOINING RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PERIMETER PROTECTION (i.e., STRAW WATTLES) DAMAGED BY CONSTRUCTION TRAFFIC (e.g., TRUCKS DRIVING OVER STRAW WATTLES AND FLATTENING THEM). 6. FOLLOWING OVERLOT GRADING OR ANY OTHER LAND DISTURBING ACTIVITY, ALL OTHER AREAS OF THE SITE TO BE DEVELOPED DURING LATER PHASES OF CONSTRUCTION AND WHICH SHALL REMAIN EXPOSED FOR MORE THAN THIRTY-(30) DAYS WILL REQUIRE TEMPORARY OR PERMANENT EROSION CONTROL (I.E., SEED/MULCH, LANDSCAPING, ETC.). 7. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. 8. SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET CV02, AS WELL AS DETAILS ON SHEETS ####-####. VEHICLE TRACKING CONTROL PAD SILT FENCE INLET PROTECTION CONCRETE WASHOUT AREA NOTE: ALL BMP'S SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. ROCK SOCK SF IP CWA VTC RS GENERAL NOTES: TEMPORARY BMPs SF SF EXISTING STORM SEWER PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE EXISTING MANHOLE EXISTING STORM INLET STABILIZED STAGING AREA SSA ROCK CHECK DAM RCD 3 4 TYPE 3 BARRICADE W/ROAD CLOSED SIGN 5 HANDICAP PARKING SIGN ___ ___ ___ A B C D ___ TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 5 HANDICAP PARKING SIGN ___ ___ ___ A B C D ___ C10.1 C10.0 C9.16 SCALE: 1"=20' 0 10 20 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD E F G H NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY US HWY 287 FUTURE RIGHT-OF-WAY PLAN C9.13 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD FUTURE STATE HWY 287 -- ROAD SECTION THIS SHEET MATCH LINE THIS SHEET MATCH LINE 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD LINE MATCH STA 28+00 MATCH LINE SEE SHEET: C9.9 STA: 28+00 T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.9_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY AVONDALE ROAD PLAN AND PROFILE RT FL C9.11 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 RIGHT FLOWLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.9_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY AVONDALE ROAD PLAN AND PROFILE LT FL C9.10 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 LEFT FLOWLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C9.9_RD.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY AVONDALE ROAD PLAN AND PROFILE C9.9 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 CENTERLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD LINE MATCH STA 28+00 MATCH LINE SEE SHEET: C9.12 STA: 28+00 PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 RIGHT FLOWLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 LEFT FLOWLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 CENTERLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 RIGHT FLOWLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 LEFT FLOWLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 CENTERLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 RIGHT FLOWLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 LEFT FLOWLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK SCALE: 1"=50' 0 10 20 50 CENTERLINE KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD LEGEND: NOTES: T E “ ” ” ” GAS S M M SCALE: 1"=50' 0 10 20 50 SANITARY SEWER PLAN AND PROFILE C8.7 SANITARY SERVICE A2 9+50 10+30.00 50' 5' SANITARY SERVICE A3 9+50 10+33.81 50' 5' SCALE: 1"=50' 0 10 20 50 SANITARY SERVICE A4 9+50 10+33.15 50' 5' SCALE: 1"=50' 0 10 20 50 SANITARY SERVICE A5 9+50 10+32.26 50' 5' SCALE: 1"=50' 0 10 20 50 E “ ” ” ” GAS S M M SCALE: 1"=50' 0 10 20 50 SANITARY SEWER PLAN AND PROFILE C8.6 SANITARY SERVICE C2 9+50 10+41.55 50' 5' SANITARY SERVICE A1 9+50 10+51.56 50' 5' SCALE: 1"=50' 0 10 20 50 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S STM STM STM S S S S S S S S S S S S S S MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV T T T T T T T T MV - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C8.0_Sanitary Sewer Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD SANITARY 4.1 41+00.00 44+94.98 50' 5' LEGEND: NOTES: T E “ ” ” ” GAS S M M SCALE: 1"=50' 0 10 20 50 SANITARY SEWER PLAN AND PROFILE C8.5 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S STM STM STM S S S S S S S S S S S S S S S S S S MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV T T T T T T T T T T T MV - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C8.0_Sanitary Sewer Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD SANITARY 4 40+00.00 49+26.30 50' 5' LEGEND: NOTES: T E “ ” ” ” GAS S M M SCALE: 1"=50' 0 10 20 50 SANITARY SEWER PLAN AND PROFILE C8.4 S S S S S S S S S S S S S S S S S S S S S S S S S MV MV MV MV MV MV MV MV MV MV T T T > > > > > > > > > > > > > > > > S S S S S S S S S S S S S MV - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C8.0_Sanitary Sewer Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD SANITARY 3 30+00.00 38+32.50 50' 5' LEGEND: NOTES: T E “ ” ” ” GAS S M M SCALE: 1"=50' 0 10 20 50 SANITARY SEWER PLAN AND PROFILE C8.0 SANITARY 3.1 31+00 31+89.13 50' 5' > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C8.0_Sanitary Sewer Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD SANITARY 2.2 22+00.00 25+84.80 50' 5' LEGEND: NOTES: T E “ ” ” ” GAS S M M SCALE: 1"=50' 0 10 20 50 SANITARY SEWER PLAN AND PROFILE C8.2 SANITARY 2.1 21+00.00 23+43.18 50' 5' S S S MV MV T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C8.0_Sanitary Sewer Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD SANITARY 2 10+00.00 30+71.68 50' 5' LEGEND: NOTES: T E “ ” ” ” GAS S M M SCALE: 1"=50' 0 10 20 50 SANITARY SEWER PLAN AND PROFILE C8.1 STRASBURG DR TRIANGLE DR AVONDALE RD SANITARY 1 10+00.00 20+22.52 50' 5' LEGEND: NOTES: T E “ ” ” ” GAS S M M SCALE: 1"=50' 0 10 20 50 SANITARY SEWER PLAN AND PROFILE C8.0 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 IRIG C 30+00.00 31+38.89 50' 5' IRRIGATION DITCH C PLAN AND PROFILE C7.2 STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C7.0_Irrigation Ditch Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 IRIG B 20+00.00 23+37.45 50' 5' IRRIGATION DITCH B PLAN AND PROFILE C7.1 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD IRIG A 10+00.00 20+90.56 50' 5' IRRIGATION DITCH A PLAN AND PROFILE C7.0 GNK000010 JEP DBC PRELIMINARY SECTION C-C SECTION A-A WELL SCREEN PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND C C A A B B SECTION B-B FLOW CONTROL PLATE ORIFICE PLATE DETAIL ORIFICE PLATE DETAIL 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD OFFSITE STORM 10+00.00 12+89.90 50' 5' STORM OFFSITE PLAN AND PROFILE C6.13 - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM C-7 70+00.00 70+12.50 50' 5' SCALE: 1"=50' 0 10 20 50 STORM C-9 90+00.00 92+77.13 50' 5' C-9 C-7 STORM C-11, C-7, C-9 PLAN AND PROFILE C6.12 SCALE: 1"=50' 0 10 20 50 STORM C-11 110+00.00 110+12.01 50' 5' C-11 MV T T T T T T MV S S S S S S S S S S S S S S S S S S MV KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM C-3.4 40+00.00 44+65.74 50' 5' SCALE: 1"=50' 0 10 20 50 STORM C-5 50+00.00 53+41.58 50' 5' C-3.4 C-5 STORM C-3.4, C-5 PLAN AND PROFILE C6.11 MV MV MV MV MV T T T T T T T T MV S S S S S S S S S S S S S S S S S S S S MV MV MV MV MV MV MV MV MV MV T T T T T KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM C-3 30+00.00 35+33.17 50' 5' SCALE: 1"=50' 0 10 20 50 STORM C-3.1 10+00.00 10+37.00 50' 5' STORM C-3, C-3.1 PLAN AND PROFILE C6.10 US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM C 39+50 47+53.82 50' 5' MATCH LINE SEE SHEET: C6.8 STA: 39+50 LINE MATCH STA 39+50 STORM C, C-14 PLAN AND PROFILE C6.9 SCALE: 1"=50' 0 10 20 50 STORM C-14 139+50 140+08.72 50' 5' T T T T STM STM STM S T KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C6.0_Storm Plan and Profile.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM C 30+00.00 39+50 50' 5' MATCH LINE SEE SHEET: C6.9 STA: 39+50 LINE MATCH STA 39+50 STORM C, C-2 PLAN AND PROFILE C6.8 STORM C-2 20+00.00 20+51.67 50' 5' EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET B-1 SCALE: 1"=50' 0 10 20 50 STORM B-1 10+00.00 11+30.06 50' 5' STORM B-1, B-2 PLAN & PROFILE C6.7 SCALE: 1"=50' 0 10 20 50 STORM B-2 20+00.00 END 50' 5' B-2 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM B 20+00.00 27+36.72 50' 5' STORM B PLAN AND PROFILE C6.6 SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM A-15 150+00.00 150+70.83 50' 5' A-15 A-16 SCALE: 1"=50' 0 10 20 50 STORM A-16 160+00.00 161+23.73 50' 5' SCALE: 1"=50' 0 10 20 50 STORM A-17 170+00.00 170+28.91 50' 5' A-17 STORM A-15, A-16, A-17 PLAN AND PROFILE C6.5 NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM A-12 120+00.00 120+16.82 50' 5' A-11 A-12 SCALE: 1"=50' 0 10 20 50 STORM A-13 130+00.00 130+13.41 50' 5' SCALE: 1"=50' 0 10 20 50 STORM A-14 140+00.00 140+03.50 50' 5' A-13 A-14 STORM A-12, A-13, A-14 PLAN AND PROFILE C6.4 PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM A-11 110+00.00 113+26.70 50' 5' SCALE: 1"=50' 0 10 20 50 STORM A-11.1 100+00.00 102+44.86 50' 5' A-11 A-11.1 STORM A-11, A-11.1 PLAN AND PROFILE C6.3 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM A-9 90+00.00 92+80.13 50' 5' SCALE: 1"=50' 0 10 20 50 STORM A-10 100+00.00 102+44.86 50' 5' A-9 A-10 STORM A-9, A-10 PLAN AND PROFILE C6.2 DBC PRELIMINARY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 STORM A-2 20+00.00 20+10.85 50' 5' SCALE: 1"=50' 0 10 20 50 STORM A-3 30+00.00 32+46.90 50' 5' SCALE: 1"=50' 0 10 20 50 STORM A-8 80+00.00 80+17.00 50' 5' A-2 A-3 A-8 STORM A-2, A-3, A-8 PLAN AND PROFILE C6.1 SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9. MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% ( 1 4" / 1') FOR 4" DIAMETER. 10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED 8" WATER MAIN 8"W PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET SCALE: 1"=50' 0 10 20 50 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD STORM A 10+00.00 20+33.29 50' 5' STORM A PLAN AND PROFILE C6.0 - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.8-C5.9_Utility Plan_Private.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PLAN - PRIVATE WATER C5.9 W SS W SS S SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C5.8 C5.9 MATCHLINE-SEE SHEET C5.8 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PLAN - PRIVATE WATER C5.8 W SS W SS S SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C5.9 C5.8 C5.9 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PLAN C5.5 W SS W SS S SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C5.6 MATCHLINE-SEE SHEET C5.4 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C5.3 C5.2 C5.4 C5.5 C5.6 MATCHLINE-SEE SHEET #### #### S S MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV T T T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.1-C5.6_Utility Plan.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PLAN C5.4 W SS W SS S SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C5.3 C5.2 C5.4 C5.5 C5.6 MATCHLINE-SEE SHEET C5.3 MATCHLINE-SEE SHEET C5.5 #### COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PLAN C5.3 W SS W SS S SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C5.2 C5.3 C5.4 C5.5 C5.6 MATCHLINE-SEE SHEET C5.2 MATCHLINE-SEE SHEET C5.4 #### SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C5.3 C5.2 C5.4 C5.5 C5.6 MATCHLINE-SEE SHEET C5.3 MATCHLINE-SEE SHEET C5.1 C5.1 #### 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C5.2 C5.1 C5.3 C5.4 C5.5 C5.6 MATCHLINE-SEE SHEET C5.2 #### S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV T T T T T T T T T T T T T T T T MV T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C5.0_Overall Utility Plan.dwg - Donald Cecil - 10/28/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY C5.1 C5.2 C5.3 C5.4 C5.5 C5.6 OVERALL UTILITY PLAN C5.0 SCALE: 1"=200' 0 50 100 200 W SS W SS S EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C4.10 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.11 EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C4.10 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.9 MATCHLINE-SEE SHEET C4.12 EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C4.11 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.12 MATCHLINE-SEE SHEET C4.8 PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C4.8 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.11 MATCHLINE-SEE SHEET C4.6 PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C4.9 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.10 MATCHLINE-SEE SHEET C4.7 PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C4.6 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.8 PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C4.7 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.5 MATCHLINE-SEE SHEET C4.3 MATCHLINE-SEE SHEET C4.9 EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 MATCHLINE-SEE SHEET C4.6 MATCHLINE-SEE SHEET C4.4 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C4.2 MATCHLINE-SEE SHEET C4.5 C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.3 PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C4.4 MATCHLINE-SEE SHEET C4.6 C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.1 PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C4.1 MATCHLINE-SEE SHEET C4.4 C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C4.3 C4.1 C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 MATCHLINE-SEE SHEET C4.2 EXISTING STORM SEWER PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER TO LANDSCAPE AND SITE PLANS. 6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE EXISTING NATURAL HABITAT BUFFER ZONE EXISTING CITY OF FORT COLLINS WETLAND C4.2 C4.3 C4.4 C4.7 C4.6 C4.5 C4.8 C4.9 C4.10 C4.11 C4.12 S S S S S S S S S S S S S S S S S S S S S S S S S S S S T T T T T T T T T T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C3.2-C3.3_Utility Phasing Plan.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PHASING PLAN C3.3 SCALE: 1"=60' 0 10 30 60 NOTES: 1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. 2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS. 3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE. 4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN DURING THE CONSTRUCTION OF THE NEXT PHASE. 5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 6. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2' FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE. 7. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE CONSTRUCTION. KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD TEMP. FIRE HYDRANT PROPOSED ROADWAY END OF PHASE ROADWAY AND UTILITY TERMINATIONS END OF ROAD MARKER SEE DETAIL SHEET C3.2 RIPRAP PAD CONSTRUCT SANITARY TO 8" SS NEXT MANHOLE 8" W 8" W 8" SS RIPRAP PAD CONSTRUCT STORM TO NEXT MANHOLE C3.3 C3.2 WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY UTILITY PHASING PLAN C3.2 SCALE: 1"=60' 0 10 30 60 NOTES: 1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. 2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS. 3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE. 4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN DURING THE CONSTRUCTION OF THE NEXT PHASE. 5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 6. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2' FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE. 7. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE CONSTRUCTION. KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD TEMP. FIRE HYDRANT PROPOSED ROADWAY END OF PHASE ROADWAY AND UTILITY TERMINATIONS END OF ROAD MARKER SEE DETAIL SHEET C3.2 RIPRAP PAD CONSTRUCT SANITARY TO 8" SS NEXT MANHOLE 8" W 8" W 8" SS RIPRAP PAD CONSTRUCT STORM TO NEXT MANHOLE C3.3 C3.2 PHASE LINE PHASE 1A - PHASE 2A - - 1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. 2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS. 3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE. 4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN DURING THE CONSTRUCTION OF THE NEXT PHASE. 5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 6. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2' FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE. 7. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE CONSTRUCTION. PHASE 1B - PHASE 3 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD TEMP. FIRE HYDRANT PROPOSED ROADWAY END OF PHASE ROADWAY AND UTILITY TERMINATIONS END OF ROAD MARKER SEE DETAIL SHEET C3.2 RIPRAP PAD CONSTRUCT SANITARY TO 8" SS NEXT MANHOLE 8" W 8" W 8" SS RIPRAP PAD CONSTRUCT STORM TO NEXT MANHOLE C3.1 C3.0 2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS. 3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE. 4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN DURING THE CONSTRUCTION OF THE NEXT PHASE. 5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 6. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2' FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE. 7. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE CONSTRUCTION. PHASE 1B - PHASE 3 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD C3.1 TEMP. FIRE HYDRANT PROPOSED ROADWAY END OF PHASE ROADWAY AND UTILITY TERMINATIONS END OF ROAD MARKER SEE DETAIL SHEET C3.2 RIPRAP PAD CONSTRUCT SANITARY TO 8" SS NEXT MANHOLE 8" W 8" W 8" SS RIPRAP PAD CONSTRUCT STORM TO NEXT MANHOLE C3.0 1 2 3 4 OUT-FALL CURB STRASBURG DR TRIANGLE DR AVONDALE RD HANDICAP RAMP WITH TRUNCATED DOME IN-FALL CURB PROPOSED 2' SIDEWALK CHASE 1 2 3 4 OUT-FALL CURB C2.1 C2.0 C2.2 C2.3 C2.4 C2.5 > > > > > > > > > > > > > - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY HORIZONTAL CONTROL PLAN C2.3 SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C2.2 MATCHLINE-SEE SHEET C2.4 HANDICAP RAMP WITH TRUNCATED DOME IN-FALL CURB PROPOSED 2' SIDEWALK CHASE 1 2 3 4 OUT-FALL CURB C2.1 C2.0 C2.2 C2.3 C2.4 C2.5 Checked By: # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC PRELIMINARY HORIZONTAL CONTROL PLAN C2.2 SCALE: 1"=30' 0 15 30 KEYMAP US HWY 287 STRASBURG DR TRIANGLE DR AVONDALE RD MATCHLINE-SEE SHEET C2.1 MATCHLINE-SEE SHEET C2.3 HANDICAP RAMP WITH TRUNCATED DOME IN-FALL CURB PROPOSED 2' SIDEWALK CHASE 1 2 3 4 OUT-FALL CURB C2.1 C2.0 C2.2 C2.3 C2.4 C2.5 2 3 4 OUT-FALL CURB C2.1 C2.0 C2.2 C2.3 C2.4 C2.5 4 OUT-FALL CURB C2.1 C2.0 C2.2 C2.3 C2.4 C2.5 MATCHLINE-SEE SHEET C1.0 C1.1 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 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 5.0 feet and the maximum cover is 6.0 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 Final Drainage and Erosion Control Reports for RIDGEWOOD HILLS FILING NO. 5 dated MONTH, DAY 20__ by Galloway and Company, 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 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: ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK, '2-12' AND IS DESCRIBED AS FOLLOWS: ELEVATION = 5005.56' (NAVD 88) '2-12' IS LOCATED & DESCRIBED AS FOLLOWS: SOUTHWEST CORNER OF SOUTH COLLEGE AVE. AND SKYWAY DR. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK, '38-94' AND IS DESCRIBED AS FOLLOWS: ELEVATION = 5093.76' (NAVD 88) '38-94' IS LOCATED & DESCRIBED AS FOLLOWS: AZIMUTH MARK (3 1/4" ALUMINUM CAP) ON THE NORTH SIDE OF TRILBY RD. 1/2 MILE WEST OF COLLEGE AVE. AT THE SOUTHWEST CORNER OF 508 WEST TRILBY RD. (GOOD SAMARITAN RETIREMENT CENTER). ALSO 5.5 FT WEST OF A POWERPOLE AND 24.5 FT SOUTH OF A WOOD FENCE. 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. Approved Variances are listed as follows: Variance request to LCUASS Chapter 7.4 to allow for reduced tangent distance between and intersection and curve for a Residential Connector (Table 7-3). C. CONSTRUCTION NOTES A. GRADING AND EROSION CONTROL NOTES 1. The City Stormwater Department 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 BMPs (e.g., perimeter silt and construction fencing) shall be installed prior to any land disturbing activity (e.g., 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. The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. 6. 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. 7. 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 Stormwater Department. 8. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every fourteen (14) days and after each runoff 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. City Ordinance prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any vehicle. Any inadvertent deposited material shall be cleaned immediately by the contractor. 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 drainageway. 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. D. STREET IMPROVEMENT NOTES 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. E. 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. F. STORM DRAINAGE NOTE 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. The Developer shall be responsible for maintenance of all storm drainage facilities that are constructed outside of the public right-of-way that are cited herein: The stormlines as noted on the plan and profiles of this plan set. 2. All other storm drainage facilities designed with these utility plans are public and shall be maintained by the City of Fort Collins. 3. All recommendations of the Final Drainage and Erosion Control Reports for RIDGEWOOD HILLS FILING NO. 5 dated MONTH, DAY 20__ by Galloway and Company, shall be followed and implemented. 4. 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 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. 5. 18" minimum vertical separation from other utilities is required including storm pipes and irrigation mains. Less than 18" will require a steel or concrete encasement of the lower sewer or water. G. UTILITY NOTES 1. The minimum cover over water lines is 5 feet and the maximum cover is 6 feet unless otherwise noted in the plans and approved by the water utility. 2. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer & water mains. 3. Booster pumps shall not be used for irrigation systems. 4. Existing underground and overhead public and private utilities as shown are indicated according to the best information available to the engineer. The engineer does not guarantee the accuracy of such information. Existing utility mains and services may not be straight lines or as indicated on these drawings. The contractor shall be responsible to call all utility companies (public and private) prior to any construction to verify exact utility locations. 5. The plumbing contractor shall terminate utility laterals 5' outside of building unless noted otherwise. Exact locations (horizontal and vertical) of all utility connections into the proposed building shall be coordinated with approved architectural drawings. 6. All water fittings and valves are only graphically represented and are not to scale. 7. All sanitary manholes to be 4' diameter unless otherwise noted. H. FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT GENERAL NOTES 1. All water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District standards and specifications. 2. Construction of water and sewer facilities require a preconstruction meeting with district operations staff prior to construction. 3. Contractor shall notify district inspectors prior to starting work. 4. Contractor shall contact the sanitation district for sewer inspection 48 hours prior to connecting to existing sewer stubs. 5. All commercial domestic services require a reduced pressure backflow prevention device. 6. All water lines shall be a minimum of (5) five feet and a maximum of (6) six feet below final grade. 7. All district valves shall only be operated by district operations staff. 8. Pipe pressure and vacuum testing shall be witnessed by district inspectors. Waterline bacteria tests shall also be taken by district inspectors. 9. Once the System is operational and all tests have passed, contractor shall request substantial completion with a letter to the district that includes the dollar value of the water and sewer improvements listed separately. 10. As-Builts shall be submitted in PDF and DWG to the district for final approval. 11. If groundwater is encountered within depth of sewer construction, manholes must be waterproofed. GENERAL NOTES C0.1 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C0.0_Cover.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT PRELIMINARY 12' 12' 12' 8' 9' 8' 15' UTIL EASEMENT BIKE LANE PARKWAY WALK TRAVEL LANE TRAVEL LANE TRAVEL LANE 2' SLOPED CURB 57' ROW C L 36' - 8' 10' TRAVEL LANE WALK PARKING 12' 6' TRAVEL LANE PARKWAY LOCAL CONNECTOR STREET W/ TRAIL STRASBURG DRIVE STA 20+00.00 TO STA 22+90 10' 8' TRAVEL LANE WALK PARKING 6' 4.5' TRAVEL LANE PARKWAY 57' ROW C L 36' - 8' 10' TRAVEL LANE WALK PARKING 12' 6' TRAVEL LANE PARKWAY LOCAL CONNECTOR STREET W/ ROLLOVER (RIGHT) FIELD VIEW DR STA 45+25 TO 45+50 LONGMONT ST STA 45+50 TO 49+05 10' 8' TRAVEL LANE WALK PARKING 6' 4.5' TRAVEL LANE PARKWAY 57' ROW C L 36' - 8' 10' TRAVEL LANE WALK PARKING 12' 6' TRAVEL LANE PARKWAY LOCAL CONNECTOR STREET W/ ROLLOVER (LEFT) STRASBURG DRIVE STA 28+25 TO 28+46 10' 8' PARKING 6' 4.5' TRAVEL LANE WALK PARKWAY FINAL UTILITY PLANS FOR: 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: 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. CERTIFICATION STATEMENT: UTILITY CONTACT LIST: * GAS Xcel Energy Stephanie Rich (970) 225-7828 ELECTRIC City of Fort Collins Light and Power Janet Mctague (970) 224-6152 CABLE Xfinity Don Kapperman (970) 484-7166 TELECOM. Centurylink William Johnson (970) 377-6401 WATER FCLWD Jay East (970) 226-3104 WASTEWATER SFCSD Jay East (970) 226-3104 STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6700 UTILITY COMPANY CONTACT PHONE NUMBER * ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. PROJECT BENCHMARKS: BENCHMARKS ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL, NOVEMBER 2013, ' DYER' AND IS DESCRIBED AS FOLLOWS: FOUND 2-1/2" ALUMINUM CAP. LOCATED ON THE WEST SIDE OF S. COLLEGE AVENUE AND SOUTH OF CARPENTER ROAD. ELEVATION = 5031.85' (NAVD 88) SCALE: NTS SHEET INDEX VICINITY MAP COVER SHEET C0.0 C0.0 COVER SHEET C0.1 GENERAL NOTES C1.0-C1.1 EXISTING CONDITIONS & DEMOLITION PLAN C2.0-C2.5 HORIZONTAL CONTROL PLAN C3.0-C3.3 PHASING PLAN C4.0 OVERALL GRADING PLAN C4.1-C4.12 DETAILED GRADING PLAN C5.0-C5.9 UTILITY PLAN C5.10-C5.11 WATER DETAILS C6.0-C6.13 STORM DRAIN PLAN & PROFILE C6.14-C6.19 STORM DRAIN DETAILS C7.0-C7.2 NORTH LOUDEN IRRIGATION DITCH PLAN & PROFILES C7.3-C7.4 NORTH LOUDEN IRRIGATION DITCH DETAILS C8.0-C8.7 SANITARY SEWER PLAN & PROFILE C8.8 SANITARY SEWER DETAILS C9.0-C9.12 ROADWAY PLAN AND PROFILES C9.13 FUTURE US HWY 287 SECTION PLAN C9.14 US HWY 287 CROSS SECTIONS C9.15-C9.16 INTERSECTION DETAILS C9.17-C9.19 SITE DETAILS C10.0-C10.1 SIGNAGE AND STRIPING PLAN C11.0-C11.1 EROSION CONTROL PLAN C11.2-C11.4 EROSION CONTROL DETAILS C12.0-C12.1 DRAINAGE PLAN - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000010 - Triangle Dr. and College Ave\CADD\3-CD\UTIL\GNK10_C0.0_Cover.dwg - Donald Cecil - 10/27/2020 # Date Issue / Description Init. RIDGEWOOD HILLS - FIFTH FILING FINAL UTILITY PLAN FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT FOR CONSTRUCTION 10.26.2020 GNK000010 JEP DBC All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT PRELIMINARY Goodwin Knight Mark Johnson, RLA 8605 Explorer Dr., Suite 250 Colorado Springs, Colorado 80920 719.598.5192 DEVELOPER / APPLICANT GEOTECHNICAL ENGINEER CTL Thompson, Inc. 8605 Explorer Drive, Suite 250 Colorado Springs, Colorado 80920 970.206.9455 PROJECT TEAM: Russell + Mills Studios John Beggs 141 S. College Avenue, Suite 104 Fort Collins, Colorado 80524 970.484.8855 PLANNER/ LANDSCAPE ARCHITECT Galloway & Company James E. Prelog 5265 Ronald Reagan Blvd., Suite 210 Johnstown, Colorado 80534 970.800.3300 SITE ENGINEER / SURVEYOR russell mills studios + RIDGEWOOD HILLS - FIFTH FILING PART OF THE SOUTHEAST QUARTER OF SECTION 14 ALL IN T. 6 N., R. 69 W. OF THE 6TH P.M., FORT COLLINS, LARIMER COUNTY, COLORADO OCTOBER 2020 S. COLLEGE AVE W. TRILBY RD SITE CARPENTER RD TRIANGLE DRIVE AVONDALE ROAD STRASBURG DRIVE CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. Irrigation Line shall be constructed in accordance with North Louden Ditch Company Standard Specifications Except as Noted. NORTH LOUDEN DITCH COMPANY BY DATE TITLE