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HomeMy WebLinkAboutFOOTHILLS MALL REDEVELOPMENT, MULTI-FAMILY - FDP - FDP150048 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSREVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY STANFORD RD STANFORD RD LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 ACCESS EASEMENT TO BE VACATED UTILITY EASEMENT TO BE VACATED EXISTING FIRE ACCESS EASEMENT EXISTING UTILITY EASEMENT EASEMENT LEGEND EXISTING CONDITIONS AND DEMOLITION PLAN CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER C2.1 C2.2 C2.3 C2.4 LEGEND EXISTING C2.5 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SEE SHEET C2.2 MATCHLINE LOT 3 WEST REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER MATCHLINE SEE SHEET C2.1 LOT 3 EAST REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 4 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 5 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 6 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 CP/SSA VTC/CWA VTC/CWA VTC/CWA VTC/CWA SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL SF/SCL TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 STANFORD RD STANFORD RD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER C6.1 C6.2 C6.3 C6.4 GRADING PLAN LEGEND EXISTING PROPOSED REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE CURB CUT BUILDING 1 TYPE D3 BUILDING 2 TYPE C3 BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 EXISTING SAND FILTER -5.0% -1.8% -2.0% -1.9% -1.9% -3.0% -4.9% -4.3% -2.6% -1.4% -2.0% -1.7% -2.6% -1.0% -1.0% -1.0% -1.1% -0.6% -0.7% -2.0% -2.0% -1.0% -2.0% -2.0% -1.0% -1.0% -2.0% -4.7% -2.1% -1.1% -4.3% -1.4% -4.3% -4.1% -1.8% -2.0% -2.4% -2.0% -2.0% -2.0% -2.0% -2.0% -2.0% -1.0% -1.0% -2.0% -1.0% -1.0% -1.0% -1.0% -1.0% -2.1% -2.0% -2.0% -3.2% -2.0% -2.0% PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 STANFORD ROAD RG-33.0 BUILDING 5 TYPE D3 BUILDING 6 TYPE C3 BUILDING 7 TYPE E2 BUILDING 8 TYPE D2 EXISTING SAND FILTER EXISTING RAIN GARDEN -1.0% -1.0% -1.7% -1.0% -4.4% -2.0% -1.0% -1.0% -1.0% -2.0% -5.3% -0.5% -2.0% -2.0% -3.3% -2.0% -4.8% -3.1% -3.3% -1.0% -1.0% -1.0% -1.7% -1.0% -2.8% -1.0% -1.0% -0.9% -2.0% -3.3% -1.0% -1.0% -1.0% -4.7% -2.3% -1.0% -1.0% -1.0% -4.5% -1.8% -2.0% -1.9% -1.7% -3.0% -4.3% -3.8% CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 4 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 5 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR BUILDING 18 -3.9% BUILDING 19 -3.6% -3.7% -2.0% -2.0% -2.0% -4.4% -4.5% -2.0% -1.0% -1.0% -2.2% -1.0% -2.3% -1.4% -2.0% -3.3% -2.0% -1.7% -2.0% -2.0% -2.0% -2.0% -2.0% -2.5% -2.0% -2.0% -1.7% -2.0% -0.7% -1.0% -1.0% -2.0% -1.3% -2.0% -0.0% -2.0% -1.0% -1.3% -1.0% -1.0% -2.0% -1.0% -2.0% -1.0% -2.0% -2.3% -2.0% -4.4% -4.4% -2.0% -2.0% -2.0% -1.0% -1.0% -4.4% -1.9% -2.0% -2.0% -1.0% -1.0% -0.9% -1.2% REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 STANFORD RD STANFORD RD TAP TO MAIN TAP TO MAIN MAIN GATE VALVE DOMESTIC SERVICE DOMESTIC SERVICE METER SEE PLAN FOR SIZE THRUST BLOCK CURB STOP AT EASEMENT OR ROAD LINE FIRE LINE PROPOSED UTILITY EASEMENT PROPOSED FIRE ACCESS EASEMENT EXISTING FIRE ACCESS EASEMENT EXISTING UTILITY EASEMENT EASEMENT LEGEND UTILITY PLAN CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER C8.1 C8.2 C8.3 C8.4 LEGEND EXISTING PROPOSED C8.5 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE EXISTING 10" WATERLINE BUILDING 1 TYPE D3 BUILDING 2 TYPE C3 BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 SEE STORM PLAN AND PROFILES FOR DETAIL SEE STORM PLAN AND PROFILES FOR DETAIL FIRE HYDRANT SEE STORM PLAN AND PROFILES FOR DETAIL CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SEE SHEET C8.2 MATCHLINE LOT 3 WEST REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 BUILDING 5 TYPE D3 BUILDING 6 TYPE C3 BUILDING 7 TYPE E2 BUILDING 8 TYPE D2 SEE STORM PLAN AND PROFILES FOR DETAIL SEE STORM PLAN AND PROFILES FOR DETAIL SEE STORM PLAN AND PROFILES FOR DETAIL CUT AND PATCH STREET CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER MATCHLINE SEE SHEET C8.1 LOT 3 EAST REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 4 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 5 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 6 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 STANFORD RD STANFORD RD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE BUILDING 1 TYPE D3 BUILDING 2 TYPE C3 BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 BUILDING 5 TYPE D3 BUILDING 6 TYPE C3 BUILDING 9 DEMO APPROX. 10.9 LF OF 8" DIAMETER PVC PIPE DEMO EXISTING SS MANHOLE 4980 4984 4988 4992 4996 5000 5004 5008 5012 5016 4980 4984 4988 4992 4996 5000 5004 5008 5012 5016 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 EXISTING MH 1 STA 1+50.00 RIM EL 5006.02 EXISTING 8" DIA PVC INSTALL SS MANHOLE SSMH 3-1 STA 2+77.78 RIM EL 5003.03 129.09 L.F. OF 8" DIA SDR 35 PVC @ 0.45% INSTALL SS MANHOLE SSMH 3-2 STA 4+06.87 RIM EL 5004.85 386.43 L.F. OF 8" DIA SDR 35 PVC @ 2.18% INSTALL SS MANHOLE SSMH 3-3 LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 BUILDING 2 TYPE C3 BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 BUILDING 5 TYPE D3 BUILDING 6 TYPE C3 BUILDING 7 TYPE E2 BUILDING 8 TYPE D2 DEMO APPROX. 10.9 LF OF 8" DIAMETER PVC PIPE DEMO EXISTING SS MANHOLE 4980 4984 4988 4992 4996 5000 5004 5008 5012 4980 4984 4988 4992 4996 5000 5004 5008 5012 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 INV OUT W 4994.30 INV OUT S 4992.44 INV IN W 4992.64 INV IN E 4992.64 INSTALL SS MANHOLE SSMH 3-4 STA 4+92.63 RIM EL 4998.96 342.63 L.F. OF 8" DIA SDR 35 PVC @ 0.48% INSTALL SS MANHOLE SSMH 3-2 STA 1+50.00 RIM EL 5004.85 PROPOSED GRADE EXISTING GRADE PROPOSED SANITARY LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 STANFORD RD STANFORD RD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BUILDING 1 TYPE D3 BUILDING 2 TYPE C3 BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 BUILDING 5 TYPE D3 BUILDING 6 TYPE C3 BUILDING 7 TYPE E2 BUILDING 8 TYPE D2 LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 INSTALL FIRE HYDRANT ASSEMBLY 23.98 LF OF 6" DIA DIP CLASS 50 W/POLYWRAP STA 6+94.97 N 1441774.80 E 3119221.05 INSTALL FIRE HYDRANT ASSEMBLY 8.58 LF OF 6" DIA DIP CLASS 50 W/POLYWRAP STA 10+41.61 N 1441742.10 E 3118874.42 15.0 L.F. 1.5" WATER SERVICE 15.0 L.F. 1.5" WATER SERVICE 15.0 L.F. 1.5" WATER SERVICE 15.0 L.F. 1.5" WATER SERVICE 15.0 L.F. 1.5" WATER SERVICE 15.1 L.F. 1.5" WATER SERVICE 10.1 L.F. 4" FIRE SERVICE 10.0 L.F. 4" FIRE SERVICE 10.1 L.F. 4" FIRE SERVICE 10.0 L.F. 4" FIRE SERVICE 10.0 L.F. 4" FIRE SERVICE 10.0 L.F. 4" FIRE SERVICE 1.5" SERVICE METER PIT 1.5" SERVICE BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 BUILDING 5 TYPE D3 LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 16.0 L.F. 1.5" WATER SERVICE 16.0 L.F. 4" FIRE SERVICE 1.5" SERVICE METER PIT 4984 4988 4992 4996 5000 5004 5008 5012 5016 4984 4988 4992 4996 5000 5004 5008 5012 5016 TOP 5000.06' 1+20 1+60 2+00 2+40 2+80 3+20 8" TEE w/TB STA 2+94.35 4" TAP W/ VALVE AND TB STA 2+87.86 1.5" TAP STA 2+82.86 104.25 LF OF 8" C900 PVC ƒ%(1'Z7% STA 1+77.74 ƒ%(1'Z7% STA 1+70.00 TOP 4999.16' TOP 4999.96' 5.32 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC TOP 5000.08' TOP 4999.03' 7.16 LF OF TYPE D3 BUILDING 6 TYPE C3 BUILDING 7 TYPE E2 BUILDING 8 TYPE D2 BUILDING 10 BUILDING 11 TYPE D2 BUILDING 12 TYPE C2 TYPE E1 BUILDING 13 TYPE D1 BUILDING 14 TYPE D1 BUILDING 9 INSTALL FIRE HYDRANT ASSEMBLY 22.12 LF OF 6" DIA DIP CLASS 50 W/POLYWRAP STA 2+34.49 N 1441085.41 E 3119361.41 33.6 L.F. 4" FIRE SERVICE 30.3 L.F. 4" FIRE SERVICE 35.8 L.F. 4" FIRE SERVICE 43.9 L.F. 4" FIRE SERVICE 35.8 L.F. 1.5" 38.6 L.F. 1.5" WATER SERVICE WATER SERVICE 28.7 L.F. 1.5" WATER SERVICE 38.9 L.F. 1.5" WATER SERVICE 1.5" SERVICE METER PIT 1.5" SERVICE 1.5" SERVICE METER PIT METER PIT 1.5" SERVICE METER PIT 1.5" SERVICE METER PIT TIE TO EXISTING WATERMAIN TIE TO EXISTING WATERMAIN 4984 4988 4992 4996 5000 5004 5008 5012 5016 5020 4984 4988 BUILDING 12 TYPE E1 BUILDING 13 TYPE D1 BUILDING 14 TYPE D1 BUILDING 15 TYPE C1 BUILDING 16 TYPE B BUILDING 17 TYPE A BUILDING 18 BUILDING 19 TIE TO EXISTING WATERMAIN TIE TO EXISTING WATERMAIN 1.5" SERVICE METER PIT 8.3 L.F. 1.5" WATER SERVICE 8.2 L.F. 4" FIRE SERVICE LOT 5 WATER MAIN 4992 4996 5000 5004 5008 5012 5016 5020 5024 5028 4992 4996 5000 5004 5008 5012 5016 5020 5024 5028 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 EXISTING GRADE PROPOSED GRADE MIN 5' MAX 6' 8" TEE w/TB STA 6+96.49 8" TEE w/TB STA 1+50.00 ƒ%(1'Z7% STA 2+67.56 ƒ%(1'Z7% STA 6+05.29 ƒ%(1'Z7% STA 3+91.81 ƒ%(1'Z7% STA 2+69.43 BUILDING 18 BUILDING 19 INSTALL FIRE HYDRANT ASSEMBLY 0.00 LF OF 6" DIA DIP CLASS 50 W/POLYWRAP STA 3+13.63 N 1440082.68 E 3119168.17 TIE TO EXISTING WATERMAIN USE EXISTING WATER LINE FOR FIRE SERVICE 5000 5004 5008 5012 5016 5020 5024 5028 5000 5004 5008 5012 5016 5020 5024 5028 1+20 1+60 2+00 2+40 2+80 3+20 3+40 ƒ%(1'Z7% STA 1+74.74 ƒ%(1'Z7% STA 1+78.39 2" TAP STA 1+86.47 2" TAP STA 2+97.43 4" TAP W/ VALVE AND TB STA 3+02.43 3.08 LF OF 8" C900 PVC 109.79 LF OF 8" C900 PVC 10.61 LF OF 8" C900 PVC TOP 5009.38' TOP 5009.38' TOP 5009.48' TOP 5009.83' TOP 5009.83' TOP 5009.90' MIN 5' MAX 6' PROPOSED 12" STORM CROSSING 8" TEE w/TB STA 1+50.00 CONNECT TO EXISTING 8" DIA WATERLINE CONSTRUCT WATERLINE LOWERING 23.87 LF OF LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 STANFORD RD STANFORD RD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE LOT 2 BUILDING 1 TYPE D3 BUILDING 2 TYPE C3 BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 BUILDING 5 TYPE D3 SEE WEST MEW DETAIL NEXT SHEET SEE COURTYARD DETAIL NEXT SHEET SEE NORTH MEW DETAIL NEXT SHEET 4992 4996 5000 5004 5008 5012 5016 4992 4996 5000 5004 5008 5012 5016 1+00 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 INSTALL 24" DRAIN BASIN INLET 3-1.0 STA 6+58.84 RIM EL 5008.74 76.50 L.F. 12" HDPE PIPE @ 1.66% INSTALL 24" DRAIN BASIN INLET 3-2.0 STA 5+82.34 RIM EL 5007.94 123.72 L.F. 18" HDPE PIPE @ 1.96% INSTALL 4' DIA MANHOLE SDMH 3-3.0 STA 4+58.62 RIM EL 5006.51 114.65 L.F. 18" HDPE PIPE @ 0.82% INSTALL 30" DRAIN BASIN INLET 3-4.0 STA 3+43.96 RIM EL 5004.60 112.28 L.F. 24" HDPE PIPE @ 0.18% BUILDING 3 TYPE E2 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 BUILDING 2 TYPE C3 BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 BUILDING 5 TYPE D3 BUILDING 6 TYPE C3 BUILDING 7 TYPE E2 BUILDING 8 TYPE D2 SEE COURTYARD DETAIL NEXT SHEET SEE WEST MEW DETAIL NEXT SHEET SEE EAST MEW DETAIL NEXT SHEET 4984 4988 4992 4996 5000 5004 5008 5012 4984 4988 4992 4996 5000 5004 5008 5012 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 INV OUT E 4998.82 INV OUT E 4998.44 INV IN W 4998.44 INV OUT E 4996.82 INV IN W 4997.32 INV IN S 4997.32 INV OUT E 4995.44 INV IN W 4995.44 INV IN S 4995.94 INV OUT E 4994.25 INV IN S 4995.25 INV IN N 4995.25 INV IN W 4994.75 INV OUT N 4994.05 INV IN W 4994.10 INV IN S 4994.00 BUILDING 5 TYPE D3 BUILDING 7 TYPE E2 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE BUILDING 10 TYPE D2 BUILDING 11 TYPE C2 BUILDING 12 TYPE E1 BUILDING 13 BUILDING 9 TYPE D1 SEE POOL DETAIL NEXT SHEET SEE NORTH MEW DETAIL NEXT SHEET SEE SOUTH MEW DETAIL NEXT SHEET 4992 4996 5000 5004 5008 5012 5016 4992 4996 5000 5004 5008 5012 5016 1+00 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 WALL PENETRATION STA 1+50.00 80.93 L.F. 24" HDPE PIPE @ 0.50% INSTALL 4' DIA MANHOLE SDMH 4-1.0 STA 2+30.93 RIM EL 5004.69 71.35 L.F. 24" HDPE PIPE @ 0.30% INSTALL 4' DIA MANHOLE SDMH 4-2.0 STA 3+02.28 RIM EL 5004.26 INSTALL 30" DRAIN BASIN INLET 4-3.0 STA 3+37.13 RIM EL 5003.42 58.14 L.F. 24" HDPE PIPE @ 0.20% 47.59 L.F. 24" HDPE PIPE @ 0.50% INSTALL 30" DRAIN BASIN INLET 4-5.0 STA 4+42.86 RIM EL 5003.56 62.40 L.F. 18" HDPE PIPE @ 1.54% 131.72 L.F. 12" HDPE PIPE @ 0.50% INSTALL 4' DIA MANHOLE BUILDING 12 TYPE E1 BUILDING 13 TYPE D1 BUILDING 10 TYPE D2 BUILDING 11 TYPE C2 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE BUILDING 14 TYPE D1 BUILDING 15 TYPE C1 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE BUILDING 16 TYPE B BUILDING 17 TYPE A REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE BUILDING 18 BUILDING 19 5000 5004 5008 5012 5016 5020 5024 5000 5004 5008 5012 5016 5020 5024 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 INV IN NW 5008.00 INV OUT SE 5008.06 INV IN SW 5008.06 INV IN NW 5009.20 119.75 L.F. 30" HDPE PIPE @ 0.20% INV OUT NE 5008.29 INV IN W 5008.29 INV OUT E 5008.35 INV IN W 5008.35 67.41 L.F. 30" HDPE PIPE @ 0.21% INV OUT E 5008.49 INV IN N 5008.50 75.15 L.F. 30" HDPE PIPE @ 0.19% INV OUT S 5008.64 INV IN N 5008.64 INV IN W 5010.14 INV IN E 5010.64 INV OUT S 5008.69 INV IN N 5008.69 INV IN E 5010.69 INV OUT S 5008.76 INV IN W 5009.76 INV IN N 5009.26 INV IN E 5010.76 INV OUT S 5009.40 INV IN N 5009.40 INV IN E 5010.90 INV OUT S 5009.63 INV IN NW 5010.63 INV IN N 5009.63 INV IN E 5011.13 61.07 L.F. 24" HDPE PIPE @ 0.50% INV OUT S 5009.94 INV IN E 5009.94 WALL PENETRATION STA 1+50.00 INSTALL 4' DIA MANHOLE SDMH 6-1.0 STA 1+61.03 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 STANFORD RD STANFORD RD 5.0' TYP. 8.0' TYP. 5.0' TYP. PER PLAN VARIES 8.0' TYP. 3.0' 12.0" TYP. PER PLAN PER PLAN 12.0" TYP. 12.0" TYP. 12.0" TYP. 17 20 (TYP.) 3 3 17 17 17 3 3 10 10 15 15 PER PLAN PER PLAN 2 26.0' CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE 24.0' 17.0' (TYP) 21.5' 1 10.6' 62.6' 26.0' 54.8' 63.7' 12.8' 9.0' 81.0' 55.0' 90.0' 126.0' 12 12 5 10 10 21.8' 8 8 9 9 9 10 7 10 11 BUILDING 1 TYPE D3 BUILDING 2 TYPE C3 BUILDING 3 TYPE E2 BUILDING 4 TYPE D2 3 2 1 9.4' 10.5' 62.6' 26.0' 62.6' 19.7' 10.6' 11.0' 81.0' SEE LANDSCAPE PLANS FOR COURTYARD DETAIL EXISTING FENCE TO REMAIN CONTRATOR TO PROTECT IN PLACE 12 3.0' 3 3 3 3 3 13 14 14 14 14 14 13 15 15 15 15 15 17 PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 24.0' 17.0' (TYP) 21.5' STANFORD ROAD 135.0' 81.0' 48.4' 120.8' 50.4' 62.6' 9.4' 63.7' 12.6' 26.0' 10.6' 62.6' 14.0' 12 12 1 5 10 22.7' 8 8 10 11 BUILDING 5 TYPE D3 BUILDING 6 TYPE C3 BUILDING 7 TYPE E2 BUILDING 8 TYPE D2 1 13 62.6' 47.4' 26.0' 10.5' 14 14 14 14 14 14 1 1 1 5.2' 13 9 9 9 10 10 12 17 1.0' 15 17 30.5' 30.8' 18 17.6' CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 4 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 5 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR BUILDING 18 BUILDING 19 21.9' 23.0' 23.0' 24.0' 36.0' 24.0' 36.0' 24.0' 59.6' 24.0' 5.0' 36.0' 85.3' 24.3' 58.2' 68.8' 135.0' 27.0' 18.0' TYP. 55.8' 1 1 12 3 9 11 3 3 3 12 9.0' TYP. 9 9 9 9 9 9 9 9 9 31.0' 23.0' 115.0' 33.5' 32.3' 1 1 9.8' 12.3' 10 10 10 10 10 10 10 10 14 14 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DETAILS R FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DTL.dwg JG MH C20.1 A      12/21/2015  REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DETAILS R FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DTL.dwg JG MH C20.2 A      12/21/2015  REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DETAILS R FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DTL.dwg JG MH C20.3 A      12/21/2015  REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DETAILS R FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DTL.dwg JG MH C20.4 A      12/21/2015  REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DETAILS R FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DTL.dwg JG MH C20.5 A      12/21/2015  REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DETAILS R FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DTL.dwg JG MH C20.6 A      12/21/2015  REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DETAILS R FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DTL.dwg JG MH C20.7 A      12/21/2015  REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DETAILS R FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DTL.dwg JG MH C20.8 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD STRUCTURE SIZE H-10 GRATE OPTIONS 12" PEDESTRIAN 15" PEDESTRIAN 18" PEDESTRIAN 24" PEDESTRIAN STRUCTURE SIZE 12" N/A STANDARD SOLID 2X2 R&H N/A 15" N/A STANDARD SOLID 2X2 R&H N/A 18" N/A STANDARD SOLID 2X2 R&H 2X3 R&H 24" N/A STANDARD SOLID 2X2 R&H 2X3 R&H 30" PEDESTRIAN STANDARD SOLID 2X2 R&H 2X3 R&H H-20 GRATE OPTIONS STRUCTURE SIZE A° ANGLE BETWEEN HOLES B NUMBER OF HOLES 8" 90° 4 10" 90° 4 12" 60° 6 15" 60° 6 18" 45° 8 24" 45° 8 30" 36° 10       1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER Section 2721 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal. MATERIALS The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermoforming process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals. The flexible elastomeric seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw material used to manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class 12454. The grates and frames furnished for all surface drainage inlets shall be ductile iron for sizes 8”, 10”, 12”, 15”, 18”, 24” and 30” and shall be made specifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable of supporting various wheel loads as specified by Nyloplast. 12” and 15” square grates will be hinged to the frame using pins. Ductile iron used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05. Grates and covers shall be provided painted black. INSTALLATION The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1 or class 2 material as defined in ASTM D2321. Bedding and backfill for surface drainage inlets shall be well placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final grade. No brick, stone or concrete block will be required to set the grate to the final grade height. For load rated installations, a concrete slab shall be poured under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines.       1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER March 19, 2011 BIORETENTION SAND MEDIA SPECIFICATION 1 CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility’s function and maintenance. B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C. Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor’s expense. D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A. Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C. Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D. Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. March 19, 2011 BIORETENTION SAND MEDIA SPECIFICATION 2 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider’s most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A. General 1. Refer to project specifications for excavation requirements. B. Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required.       1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER       1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER       1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER       1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER drawn by: date: JD 6/25/2015 DETAIL 0014 STAIR AND HANDRAIL DETAIL SCALE: 1"=1' R       1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SCALE: N.T.S. DRAWN BY: DATE: 04/20/15 JD DETAIL THICKENED EDGE SIDEWALK DETAIL R 0003 TEL 970.461.7733 Loveland, CO 80538 Suite 160 5285 McWhinney Boulevard R TEL 970.431.7733 Loveland, CO 80538 Suite 160 5285 McWhinney Boulevard CURB DETAILS 6" 37 8" 1 2" 103 8" 7 5 8" R10" R10" 1'-6" WHEELSTOP CURB 6" 1 4" PER FOOT 1'-6" OUTFLOW CURB INFLOW CURB 6" 1 4" PER FOOT 1'-6" PAVER EDGING 6" 1' 1. MAXIMUM SPACING OF CONTRACTION JOINTS - TEN (10) FEET. 2. EXPANSION JOINTS ARE REQUIRED, SEE JOINT DETAILS. 3. CONCRETE SURFACES TO RECEIVE A LIGHT BROOM FINISH. 4. COMPACT SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS. NOTES 14 14 14 14 14 14 14 14 14 14 15 14 15 16 16 16 16 17 17 17 16 16 16 16 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 16 16 16 16 17 17 17 17 17 17 17 17 17 17 14 14 14 14 14 14 16 16 15 15 15 15 14 14 14 14 14 14 14 14 16 16 21 21 4 4 12 50.5' 14.5' 131.5' 14.5' 79.0' 14.5' 50.5' 3 24.5' 61.4' KEYNOTE 22 40.0 L.F. 3 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 6 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER PAVING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_PAV04.dwg JG MH C14.5 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 6 JD 1. INSTALL PAVEMENT. SEE PAVEMENT TABLE. 2. INSTALL PERMEABLE PAVERS. SEE DETAIL. 3. INSTALL CONCRETE SIDEWALK WIDTH = 5.0'. 4. INSTALL CONCRETE SIDEWALK WIDTH = 6.0'. 5. INSTALL HANDICAP ACCESSIBLE LOADING ZONE, INSTALL HC STRIPING PER MUTCD STANDARDS. 6. INSTALL HANDICAP RAMP. 7. INSTALL HANDICAP PARKING SIGN. 8. INSTALL TRASH ENCLOSURE. SEE ARCHITECTURE PLANS. 9. INSTALL PARKING STRIPING, TYPICAL. 10. INSTALL BICYCLE RACK PER SITE PLAN. 11. INSTALL STOP SIGN. 12. MEW PAVING. SEE DETAIL. 13. INSTALL CONCRETE PAN. SEE DETAIL. 14. INSTALL WHEELSTOP CURB. SEE DETAIL. 15. INSTALL OUTFLOW CURB. SEE DETAIL. 16. INSTALL INFLOW CURB. SEE DETAIL. 17. INSTALL PAVER EDGING. SEE DETAIL. 18. INSTALL CONCRETE APRON. SEE PAVING TABLE. 19. INSTALL RETAINING WALL. SEE LANDSCAPE PLANS. 20. INSTALL CONCRETE DRIVE. SEE PAVING TABLE. 21. INSTALL THICKENED EDGE SIDEWALK. SEE DETAIL. 22. INSTALL VERTICAL CURB AND GUTTER. SEE DETAIL. KEYNOTES EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER PAVING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_PAV02.dwg JG MH C14.4 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 5 JD 1. INSTALL PAVEMENT. SEE PAVEMENT TABLE. 2. INSTALL PERMEABLE PAVERS. SEE DETAIL. 3. INSTALL CONCRETE SIDEWALK WIDTH = 5.0'. 4. INSTALL CONCRETE SIDEWALK WIDTH = 6.0'. 5. INSTALL HANDICAP ACCESSIBLE LOADING ZONE, INSTALL HC STRIPING PER MUTCD STANDARDS. 6. INSTALL HANDICAP RAMP. 7. INSTALL HANDICAP PARKING SIGN. 8. INSTALL TRASH ENCLOSURE. SEE ARCHITECTURE PLANS. 9. INSTALL PARKING STRIPING, TYPICAL. 10. INSTALL BICYCLE RACK PER SITE PLAN. 11. INSTALL STOP SIGN. 12. MEW PAVING. SEE DETAIL. 13. INSTALL CONCRETE PAN. SEE DETAIL. 14. INSTALL WHEELSTOP CURB. SEE DETAIL. 15. INSTALL OUTFLOW CURB. SEE DETAIL. 16. INSTALL INFLOW CURB. SEE DETAIL. 17. INSTALL PAVER EDGING. SEE DETAIL. 18. INSTALL CONCRETE APRON. SEE PAVING TABLE. 19. INSTALL RETAINING WALL. SEE LANDSCAPE PLANS. 20. INSTALL CONCRETE DRIVE. SEE PAVING TABLE. 21. INSTALL THICKENED EDGE SIDEWALK. SEE DETAIL. 22. INSTALL VERTICAL CURB AND GUTTER. SEE DETAIL. KEYNOTES EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER PAVING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_PAV02.dwg JG MH C14.3 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 4 JD 1. INSTALL PAVEMENT. SEE PAVEMENT TABLE. 2. INSTALL PERMEABLE PAVERS. SEE DETAIL. 3. INSTALL CONCRETE SIDEWALK WIDTH = 5.0'. 4. INSTALL CONCRETE SIDEWALK WIDTH = 6.0'. 5. INSTALL HANDICAP ACCESSIBLE LOADING ZONE, INSTALL HC STRIPING PER MUTCD STANDARDS. 6. INSTALL HANDICAP RAMP. 7. INSTALL HANDICAP PARKING SIGN. 8. INSTALL TRASH ENCLOSURE. SEE ARCHITECTURE PLANS. 9. INSTALL PARKING STRIPING, TYPICAL. 10. INSTALL BICYCLE RACK PER SITE PLAN. 11. INSTALL STOP SIGN. 12. MEW PAVING. SEE DETAIL. 13. INSTALL CONCRETE PAN. SEE DETAIL. 14. INSTALL WHEELSTOP CURB. SEE DETAIL. 15. INSTALL OUTFLOW CURB. SEE DETAIL. 16. INSTALL INFLOW CURB. SEE DETAIL. 17. INSTALL PAVER EDGING. SEE DETAIL. 18. INSTALL CONCRETE APRON. SEE PAVING TABLE. 19. INSTALL RETAINING WALL. SEE LANDSCAPE PLANS. 20. INSTALL CONCRETE DRIVE. SEE PAVING TABLE. 21. INSTALL THICKENED EDGE SIDEWALK. SEE DETAIL. 22. INSTALL VERTICAL CURB AND GUTTER. SEE DETAIL. KEYNOTES 14.9' 11.2' 30.4' 17.6' 13.9' 12.1' 35.6' 18 17 17 17 17 17 17 17 17 15 SEE LANDSCAPE PLANS FOR COURTYARD DETAIL 3 3 15 3 3 3 3 3 3 1 1 1 15 15 15 19 15 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER MATCHLINE SEE SHEET C14.1 LOT 3 EAST REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER PAVING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_PAV03.dwg JG MH C14.2 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 EAST JD 1. INSTALL PAVEMENT. SEE PAVEMENT TABLE. 2. INSTALL PERMEABLE PAVERS. SEE DETAIL. 3. INSTALL CONCRETE SIDEWALK WIDTH = 5.0'. 4. INSTALL CONCRETE SIDEWALK WIDTH = 6.0'. 5. INSTALL HANDICAP ACCESSIBLE LOADING ZONE, INSTALL HC STRIPING PER MUTCD STANDARDS. 6. INSTALL HANDICAP RAMP. 7. INSTALL HANDICAP PARKING SIGN. 8. INSTALL TRASH ENCLOSURE. SEE ARCHITECTURE PLANS. 9. INSTALL PARKING STRIPING, TYPICAL. 10. INSTALL BICYCLE RACK PER SITE PLAN. 11. INSTALL STOP SIGN. 12. MEW PAVING. SEE DETAIL. 13. INSTALL CONCRETE PAN. SEE DETAIL. 14. INSTALL WHEELSTOP CURB. SEE DETAIL. 15. INSTALL OUTFLOW CURB. SEE DETAIL. 16. INSTALL INFLOW CURB. SEE DETAIL. 17. INSTALL PAVER EDGING. SEE DETAIL. 18. INSTALL CONCRETE APRON. SEE PAVING TABLE. 19. INSTALL RETAINING WALL. SEE LANDSCAPE PLANS. 20. INSTALL CONCRETE DRIVE. SEE PAVING TABLE. 21. INSTALL THICKENED EDGE SIDEWALK. SEE DETAIL. 22. INSTALL VERTICAL CURB AND GUTTER. SEE DETAIL. KEYNOTES 17 14 SEE LANDSCAPE PLANS 13 13 13 14 20.3' 25.5' 1 1 1 1 1 14 18 18 5.2' 30.5' 36.0' 14 14 14 14 17 17 17 17 19 1.0' 15 15 17 17 17 17 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SEE SHEET C14.2 MATCHLINE LOT 3 WEST REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER PAVING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_PAV03.dwg JG MH C14.1 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 WEST JD 1. INSTALL PAVEMENT. SEE PAVEMENT TABLE. 2. INSTALL PERMEABLE PAVERS. SEE DETAIL. 3. INSTALL CONCRETE SIDEWALK WIDTH = 5.0'. 4. INSTALL CONCRETE SIDEWALK WIDTH = 6.0'. 5. INSTALL HANDICAP ACCESSIBLE LOADING ZONE, INSTALL HC STRIPING PER MUTCD STANDARDS. 6. INSTALL HANDICAP RAMP. 7. INSTALL HANDICAP PARKING SIGN. 8. INSTALL TRASH ENCLOSURE. SEE ARCHITECTURE PLANS. 9. INSTALL PARKING STRIPING, TYPICAL. 10. INSTALL BICYCLE RACK PER SITE PLAN. 11. INSTALL STOP SIGN. 12. MEW PAVING. SEE DETAIL. 13. INSTALL CONCRETE PAN. SEE DETAIL. 14. INSTALL WHEELSTOP CURB. SEE DETAIL. 15. INSTALL OUTFLOW CURB. SEE DETAIL. 16. INSTALL INFLOW CURB. SEE DETAIL. 17. INSTALL PAVER EDGING. SEE DETAIL. 18. INSTALL CONCRETE APRON. SEE PAVING TABLE. 19. INSTALL RETAINING WALL. SEE LANDSCAPE PLANS. 20. INSTALL CONCRETE DRIVE. SEE PAVING TABLE. 21. INSTALL THICKENED EDGE SIDEWALK. SEE DETAIL. 22. INSTALL VERTICAL CURB AND GUTTER. SEE DETAIL. KEYNOTES WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER C14.1 C14.2 C14.3 C14.4 PAVEMENT TABLE LOCATION COMPOSTIE SECTION (INCHES ASPHALT/ INCHES AGGREGATE BASE) RIGID SECTION (INCHES CONCRETE) PRIVATE PARKING LOT 4.5/6 5 PRIVATE DRIVE LANES AND HEAVY TRUCK TRAFFIC 5/6 6 NOTES: 1. FOR PRICING SET, CONTRACTOR TO USE RIGID SECTION FOR PRIVATE PARKING 2. FOR PRICING SET, CONTRACTOR TO INCLUDE COMPOSITE SECTION FOR ALTERNATE PRICING REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER OVERALL PAVING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_PAV01.dwg JG MH C14.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD C14.5 PAVING PLAN ASPHALT PAVEMENT PERMEABLE PAVEMENT CONCRETE TYPICAL MEW PAVING 1" = 10' 1. INSTALL PAVEMENT. SEE PAVEMENT TABLE. 2. INSTALL PERMEABLE PAVERS. SEE DETAIL. 3. INSTALL CONCRETE SIDEWALK WIDTH = 5.0'. 4. INSTALL CONCRETE SIDEWALK WIDTH = 6.0'. 5. INSTALL HANDICAP ACCESSIBLE LOADING ZONE, INSTALL HC STRIPING PER MUTCD STANDARDS. 6. INSTALL HANDICAP RAMP. 7. INSTALL HANDICAP PARKING SIGN. 8. INSTALL TRASH ENCLOSURE. SEE ARCHITECTURE PLANS. 9. INSTALL PARKING STRIPING, TYPICAL. 10. INSTALL BICYCLE RACK PER SITE PLAN. 11. INSTALL STOP SIGN. 12. MEW PAVING. SEE DETAIL. 13. INSTALL CONCRETE PAN. SEE DETAIL. 14. INSTALL WHEELSTOP CURB. SEE DETAIL. 15. INSTALL OUTFLOW CURB. SEE DETAIL. 16. INSTALL INFLOW CURB. SEE DETAIL. 17. INSTALL PAVER EDGING. SEE DETAIL. 18. INSTALL CONCRETE APRON. SEE PAVING TABLE. 19. INSTALL RETAINING WALL. SEE LANDSCAPE PLANS. 20. INSTALL CONCRETE DRIVE. SEE PAVING TABLE. 21. INSTALL THICKENED EDGE SIDEWALK. SEE DETAIL. 22. INSTALL VERTICAL CURB AND GUTTER. SEE DETAIL. KEYNOTES PARKS AND RECREATION TRAFFIC ENGINEER STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM04.dwg JG MH C12.11 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 6 DETAIL JD LOT 6 SOUTH DETAIL PARKS AND RECREATION TRAFFIC ENGINEER STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM04.dwg JG MH C12.10 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 6 MEW JD LOT 6 MEW DETAIL RIM EL 5014.30 INSTALL 4' DIA MANHOLE SDMH 6-2.0 STA 2+80.78 RIM EL 5013.61 INSTALL 30" DRAIN BASIN INLET 6-3.0 STA 3+07.16 RIM EL 5013.33 INSTALL 4' DIA MANHOLE SDMH 6-4.0 STA 3+74.58 RIM EL 5014.66 INSTALL 30" DRAIN BASIN INLET 6-5.0 STA 4+49.73 RIM EL 5013.82 INSTALL 4' DIA MANHOLE SDMH 6-6.0 STA 4+83.82 RIM EL 5014.47 INSTALL 30" DRAIN BASIN INLET 6-7.0 STA 5+09.84 RIM EL 5013.82 INSTALL 4' DIA MANHOLE SDMH 6-8.0 STA 5+42.63 RIM EL 5014.44 INSTALL 24" DRAIN BASIN INLET 6-9.0 STA 5+84.92 RIM EL 5013.85 INSTALL 4' DIA MANHOLE SDMH 6-10.0 STA 6+45.99 RIM EL 5014.51 PROPOSED SANITARY SEWER CROSSING PROPOSED GRADE EXISTING GRADE 11.03 L.F. 30" HDPE PIPE @ 0.50% 26.38 L.F. 30" HDPE PIPE @ 0.21% 34.09 L.F. 30" HDPE PIPE @ 0.15% 26.01 L.F. 30" HDPE PIPE @ 0.26% 32.80 L.F. 24" HDPE PIPE @ 0.43% 42.29 L.F. 24" HDPE PIPE @ 0.55% REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM04.dwg JG MH C12.9 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 6 MAIN LOT 6 MAIN PROFILE JD LOT 6 MAIN PLAN DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM03.dwg JG MH C12.8 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 5 SOUTH JD DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM03.dwg JG MH C12.7 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 5 NORTH JD DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM02.dwg JG MH C12.6 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 4 MEWS JD LOT 4 POOL DETAIL LOT 4 NORTH MEW DETAIL LOT 4 SOUTH MEW DETAIL SDMH 4-7.0 STA 6+36.98 RIM EL 5005.61 INSTALL 4' DIA MANHOLE SDMH 4-4.0 STA 3+95.27 RIM EL 5004.02 INSTALL 4' DIA MANHOLE SDMH 4-6.0 STA 5+05.26 RIM EL 5004.27 INV IN S 4999.00 INV OUT N 4999.40 INV IN W 4999.40 INV OUT E 4999.61 INV IN S 4999.61 INV OUT N 4999.68 INV IN S 4999.68 INV OUT N 5000.04 INV IN SW 5000.54 INV OUT N 5002.66 INV IN E 5002.66 INV OUT N 4999.80 INV IN S 4999.80 INV IN E 5000.80 INV OUT NE 5001.50 INV IN S 5002.00 INV IN E 5002.00 34.85 L.F. 24" HDPE PIPE @ 0.20% REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 4 MAIN PROFILE LOT 4 MAIN PLAN STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM02.dwg JG MH C12.5 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 4 MAIN JD DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM01A.dwg JG MH C12.4 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 EAST MEWS JD WEST MEW DETAIL COURTYARD DETAIL EAST MEW DETAIL SAND FILTER 4 DETAIL INSTALL WALL PENETRATION STA 1+50.00 RIM EL 4996.16 INSTALL 4' DIA MANHOLE SDMH 3-13.0 STA 1+70.53 RIM EL 4998.50 INSTALL 4' DIA MANHOLE SDMH 3-12.0 STA 2+28.93 RIM EL 4998.17 INSTALL 4' DIA MANHOLE SDMH 3-11.0 STA 3+37.65 RIM EL 4999.64 INSTALL 24" DRAIN BASIN INLET 3-10.0 STA 4+53.51 RIM EL 5000.85 INSTALL 24" DRAIN BASIN INLET 3-9.0 STA 4+86.48 RIM EL 5001.44 INSTALL 24" DRAIN BASIN INLET 3-8.0 STA 5+58.48 RIM EL 5001.44 72.00 L.F. 12" HDPE PIPE @ 0.53% 32.96 L.F. 12" HDPE PIPE @ 3.41% 115.84 L.F. 18" HDPE PIPE @ 1.19% 108.72 L.F. 18" HDPE PIPE @ 0.63% 58.41 L.F. 24" HDPE PIPE @ 0.25% 20.53 L.F. 24" HDPE PIPE @ 0.25% PROPOSED GRADE EXISTING GRADE REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 3 EAST MAIN PROFILE LOT 3 EAST MAIN PLAN STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM01A.dwg JG MH C12.3 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 EAST MAIN JD WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM01.dwg JG MH C12.2 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 WEST MEWS JD WEST MEW DETAIL COURTYARD DETAIL EAST MEW DETAIL INSTALL 4' DIA MANHOLE SDMH 3-5.0 STA 2+31.68 RIM EL 5004.59 70.67 L.F. 24" HDPE PIPE @ 0.21% INSTALL 4' DIA MANHOLE SDMH 3-6.0 STA 1+61.01 RIM EL 5003.67 11.01 L.F. 24" HDPE PIPE @ 0.15% WALL PENETRATION STA 1+50.00 INV OUT E 5006.00 INV OUT E 5004.23 INV IN W 5004.73 INV IN S 5004.73 INV OUT E 5001.80 INV IN W 5001.80 INV IN S 5001.80 INV OUT E 5000.37 INV IN W 5000.87 INV IN S 5001.37 INV OUT S 5000.16 INV IN W 5000.16 INV OUT SE 5000.02 INV IN N 5000.02 INV IN NW 5000.00 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 3 WEST MAIN PROFILE LOT 3 WEST MAIN PLAN STORM PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM01.dwg JG MH C12.1 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 WEST MAIN JD BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER OVERALL STORM PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_STM00.dwg JG MH C12.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD STORM PLAN C12.1 C12.2 C12.3 C12.4 C12.5 C12.6 C12.7 C12.8 8" C900 PVC 7.17 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC LOT 6 PROFILE LOT 6 PLAN REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SHEET LOT 6 FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_WAT04.dwg JG MH C10.5 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS WATERLINE PLAN AND PROFILE JD 1.5" TAP STA 1+78.37 4" TAP W/ VALVE AND TB STA 1+83.37 1.5" TAP STA 3+22.74 4" TAP W/ VALVE AND TB STA 3+27.74 4" TAP W/ VALVE AND TB STA 5+27.58 1.5" TAP STA 5+32.48 4" TAP W/ VALVE AND TB STA 6+82.58 1.5" TAP STA 6+77.58 12.74 LF OF 8" C900 PVC 71.41 LF OF 8" C900 PVC 63.24 LF OF 8" C900 PVC 3.74 LF OF 8" C900 PVC 62.90 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 52.15 LF OF 8" C900 PVC 83.33 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 27.20 LF OF 8" C900 PVC TOP 5009.38' TOP 5009.50' TOP 5009.44' TOP 5008.05' TOP 5008.01' TOP 5006.74' TOP 5006.64' TOP 5005.54' TOP 5005.80' TOP 5005.79' TOP 5005.46' TOP 5005.05' TOP 5004.42' TOP 5004.38' 3.83 LF OF 8" C900 PVC 0.74 LF OF 8" C900 PVC TOP 5004.38' CONNECT TO EXISTING 8" DIA WATERLINE CONNECT TO EXISTING 8" DIA WATERLINE ƒ%(1'Z7% STA 5+01.87 108.89 LF OF 8" C900 PVC 8.12 LF OF 8" C900 PVC ƒ%(1'Z7% STA 5+41.47 24.54 LF OF 8" C900 PVC TOP 5005.38' CONSTRUCT WATERLINE LOWERING CONSTRUCT WATERLINE LOWERING CONSTRUCT WATERLINE LOWERING PROPOSED 6" STORM CROSSING PROPOSED 10" STORM CROSSING PROPOSED 12" STORM CROSSING PROPOSED 12" STORM CROSSING PROPOSED 6" STORM CROSSING PROPOSED 6" STORM CROSSING PROPOSED 18" STORM CROSSING LOT 5 PROFILE LOT 5 PLAN REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SHEET LOT 5 FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_WAT03.dwg JG MH C10.4 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS WATERLINE PLAN AND PROFILE JD 4992 4996 5000 5004 5008 5012 5016 5020 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 8" TEE w/TB STA 6+00.09 8" TEE w/TB STA 1+50.00 ƒ%(1'Z7% STA 2+04.66 ƒ%(1'Z7% STA 5+55.34 ƒ%(1'Z7% STA 4+38.93 1.5" TAP STA 2+24.66 4" TAP W/ VLAVE AND TB STA 2+29.66 1.5" TAP STA 2+67.51 4" TAP W/ VLAVE AND TB STA 2+72.51 4" TAP W/ VLAVE AND TB STA 4+82.94 1.5" TAP STA 4+87.94 4" TAP W/ VLAVE AND TB STA 5+20.23 1.5" TAP STA 5+25.23 1.5" TAP STA 5+81.30 17.62 LF OF 8" C900 PVC 42.84 LF OF 8" C900 PVC 165.26 LF OF 8" C900 PVC 31.68 LF OF 8" C900 PVC 53.49 LF OF 8" C900 PVC TOP 5003.02' TOP 5001.17' TOP 5000.97' TOP 5000.58' TOP 5000.64' TOP 5000.59' TOP 4998.88' TOP 4998.95' TOP 4998.96' 28.94 LF OF 8" C900 PVC 31.13 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 18.83 LF OF 8" C900 PVC TOP 4999.02' TOP 4999.05' TOP 4998.55' TOP 4998.15' 24.80 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC TOP 4997.09' EXISTING GRADE PROPOSED GRADE MIN 5' MAX 6' CONNECT TO EXISTING 8" DIA WATERLINE CONNECT TO EXISTING 8" DIA WATERLINE LOT 4 PROFILE LOT 4 PLAN REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SHEET LOT 4 FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_WAT02.dwg JG MH C10.3 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS WATERLINE PLAN AND PROFILE JD 8" C900 PVC EXISTING GRADE PROPOSED GRADE CONNECT TO EXISTING 8" DIA WATERLINE MIN 5' MAX 6' LOT 3 PROFILE LOT 3 PLAN REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SHEET LOT 3 FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_WAT01.dwg JG MH C10.2 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS WATERLINE PLAN AND PROFILE JD METER PIT 1.5" SERVICE METER PIT 1.5" SERVICE METER PIT 1.5" SERVICE 1.5" SERVICE METER PIT METER PIT TIE TO EXISTING WATERMAIN 4984 4988 4992 4996 5000 5004 5008 5012 5016 4984 4988 4992 4996 5000 5004 5008 5012 5016 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 8" TEE w/TB STA 1+70.00 40.27 LF OF 8" C900 PVC 1.5" TAP STA 2+11.44 4" TAP W/ VALVE AND TB STA 2+16.44 170.15 LF OF 8" C900 PVC 4" TAP W/ VALVE AND TB STA 3+87.76 1.5" TAP STA 3+92.75 4" TAP W/ VALVE AND TB STA 4+36.96 1.5" TAP STA 4+31.96 177.50 LF OF 8" C900 PVC 4" TAP W/ VALVE AND TB STA 6+15.63 1.5" TAP STA 6+20.63 8"x6" TEE w/TB STA 6+94.97 8" TEE w/TB STA 7+26.73 192.08 LF OF 8" C900 PVC 4" TAP W/ VALVE AND TB STA 9+19.98 1.5" TAP STA 9+24.98 1.5" TAP STA 9+67.75 4" TAP W/ VALVE AND TB STA 9+72.75 67.69 LF OF 8" C900 PVC 4" TAP W/ VALVE AND TB STA 10+82.44 1.5" TAP STA 10+77.44 TOP 4993.25' TOP 4993.48' TOP 4994.03' TOP 4994.03' TOP 4996.03' TOP 4996.38' TOP 4996.89' TOP 4996.94' TOP 4998.74' TOP 5000.08' TOP 5001.03' 38.04 LF OF 8" C900 PVC 73.17 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC 30.60 LF OF 8" C900 PVC TOP 5001.31' 3.83 LF OF 8" C900 PVC TOP 5003.38' TOP 5003.66' TOP 5003.61' 3.83 LF OF 8" C900 PVC 3.83 LF OF 8" C900 PVC TOP 5003.97' EXISTING GRADE PROPOSED GRADE MIN 5' MAX 6' TOP 4989.90' CONNECT TO EXISTING 8" DIA WATERLINE 34.67 LF OF 8" C900 PVC 8"X6" TEE w/TB STA 10+41.61 TOP 5003.85' PROPOSED 8" SANITARY CROSSING 41.60 LF OF 8" C900 PVC CONSTRUCT WATERLINE LOWERING CONSTRUCT WATERLINE LOWERING CONSTRUCT WATERLINE LOWERING CONSTRUCT WATERLINE LOWERING CONSTRUCT WATERLINE LOWERING PROPOSED 12" STORM CROSSING PROPOSED 12" STORM CROSSING PROPOSED 12" STORM CROSSING PROPOSED 24" STORM CROSSING PROPOSED 12" STORM CROSSING PROPOSED 18" STORM CROSSING PROPOSED 12" STORM CROSSING REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER SHEET LOT 3 FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_WAT01.dwg JG MH C10.1 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS WATERLINE PLAN AND PROFILE JD LOT 3 PROFILE LOT 3 PLAN BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER OVERALL WATER PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_WAT00.dwg JG MH C10.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD WATER PLAN C10.1 C10.2 C10.3 C10.4 C10.5 SERVICE LOCATION L R 2+99 3+92 5+18 PROPOSED 24" STORM CROSSING PROPOSED 18" STORM CROSSING PROPOSED 18" STORM CROSSING PROPOSED 6" WATERLINE CROSSING LOT 3 EAST PROFILE LOT 3 EAST PLAN SANITARY SEWER PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_SAN01.dwg JG MH C9.2 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 EAST JD REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER STA 7+93.30 RIM EL 5009.16 INV OUT E 4990.64 INV IN N 4991.00 INV IN W 4990.97 INV OUT S 4991.66 INV IN N 4991.86 INV OUT S 4992.44 INV IN W 4992.64 INV IN E 4992.64 INV OUT E 5001.08 PROPOSED GRADE EXISTING GRADE PROPOSED SANITARY SERVICE LOCATION L R 4+77 5+71 7+01 7+93 PROPOSED 12" STORM CROSSING PROPOSED 18" STORM CROSSING PROPOSED 18" STORM CROSSING PROPOSED 8" WATERLINE CROSSING LOT 3 WEST PROFILE LOT 3 WEST PLAN SANITARY SEWER PLAN AND PROFILE FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_SAN01.dwg JG MH C9.1 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 WEST JD REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER OVERALL SANITARY SEWER PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_SAN00.dwg JG MH C9.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD SANITARY SEWER PLAN C9.1 C8.3 C9.2 C8.4 C8.5 C8.2 EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 6 FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_UTL04.dwg JG MH C8.5 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS UTILITY PLAN JD EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 5 FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_UTL02.dwg JG MH C8.4 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS UTILITY PLAN JD EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER UTILITY PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_UTL02.dwg JG MH C8.3 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 4 JD EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER UTILITY PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_UTL03.dwg JG MH C8.2 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 EAST JD EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER UTILITY PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_UTL03.dwg JG MH C8.1 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 WEST JD SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER OVERALL UTILITY PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_UTL01.dwg JG MH C8.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD WATER SERVICE AND FIRE DETAIL PARKS AND RECREATION TRAFFIC ENGINEER DRAINAGE PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_DRN01.dwg JG MH C7.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD DRAINAGE NOTES 1. Reference Addendum 2 Drainage Analysis for the Major Amendment to a Portion of Foothills Mall Redevelopment Planning Area 3 (Lots 3, 4, 5, and 6 of Foothills Mall Redevelopment) 2. Reference Addendum 2 Low Impact Design Analysis for the Major Amendment to a Portion of Foothills Mall Redevelopment Planning Area 3 (Lots 3, 4, 5, and 6 of Foothills Mall Redevelopment) R TEL 970.431.7733 Loveland, CO 80538 Suite 160 Foothills Mall 5285 McWhinney Boulevard Multi-Family Exhibit B Original Drainage Basin Map Map taken from Foothills Redevelopment Planning PA2 Final Plans, dated 04/25/2014, prepared by R.A. Smith National Sand Filter 2 Basin 11.47 acres Rain Garden 29 Basin 6.22 acres Sand Filter 4 Basin 4.38 acres Rain Garden 31 Basin 1.36 acres Rain Garden 33 Basin 1.76 acres Sand Filter 1 Basin 22.72 acres TEL 970.431.7733 Loveland, CO 80538 Suite 160 5285 McWhinney Boulevard Foothills Mall Multi-Family R Exhibit A Vicinity Map Map taken from Storm Water Management Plan for Foothills Redevelopment, prepared by R.A. Smith National, dated Revised December 5, 2013 Lot 3, 4, 5 and 6 TEL 970.431.7733 Loveland, CO 80538 Suite 160 5285 McWhinney Boulevard Foothills Mall Multi-Family Exhibit C R Lot Map LOT 3 LOT 4 LOT 5 SAND FILTER 2.0 SAND FILTER 4.0 RAIN GARDEN 29.0 RAIN GARDEN 31.0 RAIN GARDEN 33.0 LOT 6 SAND FILTER 1.0 TEL 970.431.7733 Loveland, CO 80538 Suite 160 5285 McWhinney Boulevard Foothills Mall Multi-Famliy Exhibit D R Percent Imperviousness Lot Area (SF) AREA (AC) Landscape Paved Roof Walks Porous Paving Percent Impervious 0% 100% 90% 90% 90% 3 170,929 3.92 47,519 47,007 58,191 18,212 0 68% 4 112,588 2.58 36,461 1,162 66,796 8,169 0 61% 5 101,716 2.34 15,199 1,782 68,600 16,135 0 77% 6 134,248 3.08 33,514 2,263 89,864 8,607 0 68% Total 519,481 8.84 132,693 52,214 283,451 51,123 0 68% Lot Area (SF) AREA (AC) Landscape Paved Roof Walks Porous Paving Percent Impervious 0% 100% 90% 90% 90% 3 170,929 3.92 60,271 44,931 42,897 3,831 18,999 61% 4 112,588 2.58 44,439 25,197 29,278 5,663 8,011 57% 5 101,716 2.34 26,054 29,121 32,548 4,580 9,413 70% 6 134,248 3.08 30,846 47,255 38,542 5,166 12,439 73% Total 519,481 8.84 161,610 146,504 143,265 19,240 48,862 65% Existing Design Proposed Design Imperviousness Imperviousness R TEL 970.431.7733 Loveland, CO 80538 Suite 160 5285 McWhinney Boulevard Foothills Mall Multi-Family Exhibit I Permeable Pavement Calculations Lot Details Lot Total Pavement Area Permeable Pavement Provided % Permeable 3 63930 18999 30% 4 33208 8011 24% 5 38534 9413 24% 6 59694 12439 21% Total 195366 48862 25% New Pavement Area 195,366.00 sq. ft. Required Minimum Area of Porous Pavement 48,841.50 sq. ft. Area of Paver Section #1 48,862.00 sq. ft. Area of Paver Section #2 (and so on for all paver sections) NA sq. ft. Total Porous Pavement Area 48,862.00 sq. ft. Actual % of Porous Pavement Provided 25.01 % City 25% Porous Pavement Requirement 12/12/2015 R TEL 970.431.7733 Loveland, CO 80538 Suite 160 5285 McWhinney Boulevard LOT 8 + VAC TULANE PORTION LOT 1 + VAC TULANE PORTION LOT 1 + LOT 2 Foothills Mall Multi-Family Exhibit J Permeable Pavement Areas Permeable Pavement Areas Lot 3 Lot 4 Lot 5 Lot 6 12/12/2015 -1.0% -1.9% -2.0% -1.4% -2.0% -2.0% -1.9% -2.0% -2.0% -1.2% -2.0% -4.7% -2.2% -1.6% -2.0% -2.0% -2.0% -4.1% -1.6% -4.3% -2.0% -4.5% -1.0% -1.0% -2.0% -2.0% CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 6 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LOT 6 FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_GRD04.dwg JG MH C6.5 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS GRADING PLAN JD EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER GRADING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_GRD02.dwg JG MH C6.4 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 5 JD EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER GRADING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_GRD02.dwg JG MH C6.3 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 4 JD -2.6% -1.0% -2.0% -1.6% -2.4% -1.5% -2.0% -2.9% -2.1% -2.4% -1.0% -1.1% -1.0% -1.1% -0.6% -0.7% -1.0% -1.0% -1.5% -1.5% -2.2% -2.1% -1.5% -2.7% -1.5% -1.0% -0.9% -2.7% -5.0% -1.8% -2.0% -2.0% -2.0% -3.0% -4.8% -2.6% -7.2% -1.0% -2.0% -1.6% -3.4% -2.0% -2.0% -3.0% -2.1% -2.6% CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER MATCHLINE SEE SHEET C6.1 LOT 3 EAST REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER GRADING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_GRD03.dwg JG MH C6.2 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 EAST JD -3.7% -1.0% -1.0% -4.7% -2.9% -2.1% -5.0% -1.8% -2.1% -1.9% -1.6% -3.0% -4.9% -4.8% -2.6% -1.4% -2.1% -1.6% -3.4% -2.0% -2.0% -3.0% -2.1% -2.5% -1.3% -1.2% -3.0% -1.0% -1.0% -1.3% -1.3% -2.0% -2.0% -1.5% -2.7% -1.5% -1.0% -0.9% -2.4% -2.6% -0.9% SEE SHEET C6.2 MATCHLINE LOT 3 WEST REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER GRADING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_GRD03.dwg JG MH C6.1 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 WEST JD COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER OVERALL GRADING PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_GRD01.dwg JG MH C6.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD C6.5 UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_ERC01.dwg JG BM C4.3 A      12/21/2015        1ST FDP SUBMITTAL           JD EROSION AND SEDIMENT CONTROL PLAN Concrete Washout Area (CWA) MM-1 November 2010 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 MM-1 Concrete Washout Area (CWA) CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SM-4 Vehicle Tracking Control (VTC) VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SM-4 Vehicle Tracking Control (VTC) VTC-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_ERC01.dwg JG BM C4.2 A      12/21/2015        1ST FDP SUBMITTAL           JD EROSION AND SEDIMENT CONTROL PLAN SC-6 Inlet Protection (IP) IP-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC-6 November 2010 Urban Drainage and Flood Control District IP-5 Urban Storm Drainage Criteria Manual Volume 3 SC-6 Inlet Protection (IP) IP-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC-6 November 2010 Urban Drainage and Flood Control District IP-7 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC-2 November 2010 Urban Drainage and Flood Control District SCL-3 Urban Storm Drainage Criteria Manual Volume 3 SC-2 Sediment Control Log (SCL) SCL-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC-2 November 2010 Urban Drainage and Flood Control District SCL-5 Urban Storm Drainage Criteria Manual Volume 3 UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_ERC01.dwg JG BM C4.1 A      12/21/2015        1ST FDP SUBMITTAL           JD EROSION AND SEDIMENT CONTROL PLAN Stabilized Staging Area (SSA) SM-6 November 2010 Urban Drainage and Flood Control District SSA-3 Urban Storm Drainage Criteria Manual Volume 3 SM-6 Stabilized Staging Area (SSA) SSA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Construction Phasing/Sequencing (CP) SM-1 November 2010 Urban Drainage and Flood Control District CP-3 Urban Storm Drainage Criteria Manual Volume 3 Table CP-1. Typical Phased BMP Installation for Construction Projects Project Phase BMPs Pre- disturbance, Site Access  Install sediment controls downgradient of access point (on paved streets this may consist of inlet protection).  Establish vehicle tracking control at entrances to paved streets. Fence as needed.  Use construction fencing to define the boundaries of the project and limit access to areas of the site that are not to be disturbed. Note: it may be necessary to protect inlets in the general vicinity of the site, even if not downgradient, if there is a possibility that sediment tracked from the site could contribute to the inlets. Site Clearing and Grubbing  Install perimeter controls as needed on downgradient perimeter of site (silt fence, wattles, etc).  Limit disturbance to those areas planned for disturbance and protect undisturbed areas within the site (construction fence, flagging, etc).  Preserve vegetative buffer at site perimeter.  Create stabilized staging area.  Locate portable toilets on flat surfaces away from drainage paths. Stake in areas susceptible to high winds.  Construct concrete washout area and provide signage.  Establish waste disposal areas.  Install sediment basins.  Create dirt perimeter berms and/or brush barriers during grubbing and clearing.  Separate and stockpile topsoil, leave roughened and/or cover.  Protect stockpiles with perimeter control BMPs. Stockpiles should be located away from drainage paths and should be accessed from the upgradient side so that perimeter controls can remain in place on the downgradient side. Use erosion control blankets, temporary seeding, and/or mulch for stockpiles that will be inactive for an extended period.  Leave disturbed area of site in a roughened condition to limit erosion. Consider temporary revegetation for areas of the site that have been disturbed but that will be inactive for an extended period.  Water to minimize dust but not to the point that watering creates runoff. SM-1 Construction Phasing/Sequencing (CP) CP-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Project Phase BMPs Utility And Infrastructure Installation In Addition to the Above BMPs:  Close trench as soon as possible (generally at the end of the day).  Use rough-cut street control or apply road base for streets that will not be promptly paved.  Provide inlet protection as streets are paved and inlets are constructed.  Protect and repair BMPs, as necessary.  Perform street sweeping as needed. Building Construction In Addition to the Above BMPs:  Implement materials management and good housekeeping practices for home building activities.  Use perimeter controls for temporary stockpiles from foundation excavations.  For lots adjacent to streets, lot-line perimeter controls may be necessary at the back of curb. Final Grading In Addition to the Above BMPs:  Remove excess or waste materials.  Remove stored materials. Final Stabilization In Addition to the Above BMPs:  Seed and mulch/tackify.  Seed and install blankets on steep slopes.  Remove all temporary BMPs when site has reached final stabilization. Silt Fence (SF) SC-1 November 2010 Urban Drainage and Flood Control District SF-3 Urban Storm Drainage Criteria Manual Volume 3 SC-1 Silt Fence (SF) SF-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTSOF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (WITHIN LOVELAND GMA AND CITY LIMITS ONLY). a. BELOW ALL GUTTER DOWNSPOUTS. b. OUT TO DRAINAGE SWALES. c. ALONG LOT PERIMETER. d. OTHER LOCATIONS, IF NEEDED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. 18. ADD NOTES TO REFLECT THE STORMWATER RUNOFF CONTROL PLAN OF THE INDIVIDUAL DEVELOPMENT. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER LEGEND EXISTING PROPOSED REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_ERC01.dwg JG BM C4.0 A      12/21/2015        1ST FDP SUBMITTAL           JD EROSION AND SEDIMENT CONTROL PLAN EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER EXISTING CONDITIONS AND DEMOLITION PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_EXC04.dwg JG MH C2.5 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 6 JD EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER EXISTING CONDITIONS AND DEMOLITION PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_EXC02.dwg JG MH C2.4 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 5 JD EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER EXISTING CONDITIONS AND DEMOLITION PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_EXC02.dwg JG MH C2.3 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 4 JD BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER EXISTING CONDITIONS AND DEMOLITION PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_EXC03.dwg JG MH C2.2 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 EAST JD SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER EXISTING CONDITIONS AND DEMOLITION PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_EXC03.dwg JG MH C2.1 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS LOT 3 WEST JD PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER EXISTING CONDITIONS AND DEMOLITION PLAN FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_EXC01.dwg JG MH C2.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD GENERAL NOTES 1. ALL GRAYED OUT UTILITIES ARE EITHER ABANDON IN PLACE OR TO BE REMOVED BY MASTER DEVELOPER. 2. CONTRACTOR TO COORDINATE WITH ENGINEER WHEN DISCREPANCIES ARE DISCOVERED. PARKS AND RECREATION TRAFFIC ENGINEER GENERAL NOTES FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_NTS.dwg JG MH C1.1 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 5. $//6$1,7$5<6(:(5672506(:(5$1':$7(5/,1(&216758&7,21$6:(//$632:(5$1'27+(5³'5<´87,/,7<,167$//$7,216 SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 19. ALL RECOMMENDATIONS OF THE FOOTHILLS REDEVELOPMENT FINAL DRAINAGE AND EROSION CONTROL STUDY PREPARED DECEMBER 5, 2013 BY R.A. SMITH NATIONAL, INC. SHALL BE FOLLOWED AND IMPLEMENTED. ALL RECOMMENDATIONS OF THE MAJOR AMENDMENT TO A PORTION OF FOOTHILLS MALL REDEVELOPMENT PLANNING AREA 3 (LOTS 3, 4, 5, AND 6 OF FOOTHILLS MALL REDEVELOPMENT) FINAL DRAINAGE AND EROSION CONTROL STUDY PREPARED FOR DECEMBER 18, 2015 BY OLSSON ASSOCIATES SHALL BE FOLLOWED AND IMPLEMENTED. 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC 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 LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 40. SEE PROJECT CONTROL ON COVER SHEET FOR HORIZONTAL AND VERTICAL INFORMATION. 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 LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45. 67$1'$5'+$1',&$35$036$5(72%(&216758&7('$7$//&85%5(78516$1'$7$//³7´,17(56(&7,216 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: (N/A). CITY OF FORT COLLINS GENERAL NOTE 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTSOF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (WITHIN LOVELAND GMA AND CITY LIMITS ONLY). a. BELOW ALL GUTTER DOWNSPOUTS. b. OUT TO DRAINAGE SWALES. c. ALONG LOT PERIMETER. d. OTHER LOCATIONS, IF NEEDED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN LOVELAND. 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER. 5. FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND 35,2572,167$//$7,212)$63+$/7*877(567+$7+2/'025(7+$1ó,1&+'((325)((7/21*,78',1$//<2):$7(56+$//%( 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 /%6:,7+31(80$7,&7,5(6,1)/$7('72127/(667+$136,*³3522)52//´9(+,&/(66+$//12775$9(/$763(('6 GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, 121<,(/',1*685)$&(7+(/2&$/(17,7<(1*,1((56+$//%(127,),('$7/($67+285635,25727+(³3522)52//´$//³3522) 52//6´6+$//%(3(5)250(',17+(35(6(1&(2)$1,163(&725 STREET IMPROVEMENT NOTES 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2. ALL RECOMMENDATIONS OF THE FOOTHILLS REDEVELOPMENT FINAL DRAINAGE AND EROSION CONTROL STUDY PREPARED DECEMBER 5, 2013 BY R.A. SMITH NATIONAL, INC. SHALL BE FOLLOWED AND IMPLEMENTED. ALL RECOMMENDATIONS OF THE MAJOR AMENDMENT TO A PORTION OF FOOTHILLS MALL REDEVELOPMENT PLANNING AREA 3 (LOTS 3, 4, 5, AND 6 OF FOOTHILLS MALL REDEVELOPMENT) FINAL DRAINAGE AND EROSION CONTROL STUDY PREPARED FOR DECEMBER 18, 2015 BY OLSSON ASSOCIATES SHALL BE FOLLOWED AND IMPLEMENTED. 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 4. CERTIFYING ENGINEER SHALL BE PRESENT TO OBSERVE THE CONSTRUCTION OF THE STORM DRAINAGE IMPROVEMENTS. CONTRACTOR TO COORDINATE WITH CERTIFYING ENGINEER. 5. CONTRACTOR SHALL COMPLETE DURING CONSTRUCTION INSPECTION CHECKLIST. 6. CERTIFYING ENGINEER SHALL COMPLETE THE THE OVERALL SITE AND DRAINAGE CERTIFICATION FORM AND CHECKLIST AND CERTIFICATIONS OF LOT GRADING. 7. AS-BUILT SURVEY OF GRADING, DRAINAGE IMPROVEMENTS, AND DRAINAGE FACILITIES SHALL BE COMPLETED. SURVEY TO COORDINATE WITH CERTIFYING ENGINEER. 8. ALL STORMWATER AND UNDERDRAIN PIPE SHALL BE ADS N-12 ST IB OR EQUIVALENT. PIPE SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS. STORM DRAINAGE NOTES 1. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 2. ALL WATER MAINS TO BE INSTALLED PER CITY OF FORT COLLINS SPECIFICATIONS. 3. ALL WATER SERVICES SHALL BE INSTALLED PER CITY OF FORT COLLINS WATER METER INSTALLATION PROCEDURES AND SPECIFICATION 2646 "SERVICE LINES, METERS, AND APPURTENANCES." 4. CONTRACTOR TO COORDINATE WET TAPS & ABANDOMENTS WITH CITY OF FORT COLLINS (970-416-2165). 5. ABANDON WATER SERVICES SHALL BE REMOVED TO THE MAIN. REMOVE CURB STOP BOXES FROM ABANDONED WATER SERVICES. 6. ALL WATER MAINS SHALL BE PVC C900 PRESSURE CLASS 150 7. ALL WATER MAINS SHALL BE INSTALLED WITH TRACER WIRE. 8. ALL WATER MAIN VALVES SHALL HAVE VALVE BLOCKING. SEE DETAILS. 9. ALL FIRE LINES SHALL BE PVC C900 PRESSURE CLASS 150. 10. ALL SERVICES SHALL BE TYPE K COPPER. WATERLINE NOTES 1. MOISTURE DENSITY TESTS: TESTS SHALL BE CONDUCTED ON REPRESENTATIVE SAMPLES OF EACH TYPE OF MATERIAL ENCOUNTERED OR UTILIZED. 2. COMPACTION CONTROL: FIELD TESTS SHALL BE CONDUCTED TO DETERMINE COMPLIANCE WITH PROJECT REQUIREMENTS AND GEOTECHNICAL REPORT. 3. ALL MATERIAL TESTS SHALL BE MADE BY THE GEOTECHNICAL ENGINEER. QUANTITY AND LOCATIONS SHALL BE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER. 4. DENSITY TESTS SHALL BE TAKEN IN COMPACTED MATERIAL BELOW THE DISTURBED SURFACE. WHEN DENSITY TESTS INDICATE THAT THE DRY DENSITY OR MOISTURE CONTENT OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THAT REQUIRED, THE PARTICULAR LAYER OR PORTION SHALL BE REWORKED UNTIL THE REQUIRED DRY DENSITY OR MOISTURE CONTENT HAS BEEN ACHIEVED. 5. UNLESS OTHERWISE DIRECTED BY GEOTECHNICAL ENGINEER, COMPACTION SHALL BE MINIMUM OF 95% OF OPTIMUM DENSITY, IN ACCORDANCE WITH ASTM D 698, AT A MOISTURE CONTENT OF NOT LESS THAN 2% BELOW AND NOT MORE THAN 2% ABOVE THE OPTIMUM MOISTURE CONTENT. 6. PARKING SUBGRADE SHALL BE PROOF ROLLED TO DETECT ANY AREAS OF INSUFFICIENT COMPACTION. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING A MINIMUM OF TWO (2) COMPLETE PASSES WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK, OR APPROVED EQUIVALENT, IN EACH OF THE TWO PERPENDICULAR DIRECTIONS UNDER THE SUPERVISION AND DIRECTION OF THE GEOTECHNICAL ENGINEER. AREAS OF FAILURE SHALL BE SCARIFIED, RECOMPACTED, AND RETESTED. 7. REFERENCE GEOTECHNICAL REPORT PREPARED BY GROUND ENGINEERING, DATED NOVEMBER 20, 2012, JOB NUMBER 12-3649A QUALITY CONTROL NOTES 1) LOCATIONS AND ELEVATIONS OF EXISTING IMPROVEMENTS TO BE MET (OR AVOIDED) BY WORK TO BE DONE SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD EXPLORATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPORT TO THE ENGINEER ANY DISCREPANCIES BETWEEN HIS MEASUREMENTS AND THESE PLANS. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE FIRE DEPARTMENT OF ALL STREET CLOSURES AND EXISTING FIRE HYDRANTS TAKEN OUT OF SERVICE AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3) ANY CONSTRUCTION DEBRIS OR MUD DROPPED INTO MANHOLES, INLETS, PIPES OR TRACKED ONTO EXISTING ROADWAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY HIS CONSTRUCTION. THE CONTRACTOR SHALL PROPERLY BARRICADE THE CONSTRUCTION SITE UNTIL CONSTRUCTION IS COMPLETE. 4) PRIOR TO BEGINNING THE WORK, THE CONTRACTOR SHALL OBTAIN ANY WRITTEN AGREEMENTS FOR INGRESS AND EGRESS TO THE WORK FORM ADJACENT PRIVATE PROPERTY OWNERS. ACCESS TO ANY ADJACENT PRIVATE PROPERTY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NOT OBTAINED BY THE OWNER OR OWNER'S REPRESENTATIVES AND PAY ALL FEES AS REQUIRED BY THE CONSTRUCTION COVERED IN THESE PLANS. 6) EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW. 7) SHOP DRAWINGS AND MATERIAL SPECIFICATIONS SHALL BE SUBMITTED TO OWNER/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF MATERIAL. 8) ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL APPLICABLE LAWS AND REGULATIONS. 9) ALL ESTIMATES OF QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ALL QUANTITIES. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS SHOWN ON THESE PLANS. 10) CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SITE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: UTILITIES, STRUCTURES, PAVING, LANDSCAPING, ETC.) SUCH THAT NO DAMAGE IS DONE TO SITE IMPROVEMENTS (I.E.: SAWCUTTING NEW PAVEMENT). SITE IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 11) IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE THAT A PRIOR UNIDENTIFIED SITUATION IS PRESENT, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 12) THE CONTRACTOR SHALL REMOVE ALL DEBRIS RESULTING FROM WORK UNDER THIS CONTRACT TO AN APPROVED DUMP SITE. 13) DIMENSIONS SHOWN ON THE PLANS ARE TO BACK OF CURB, EDGE OF ASPHALT, EDGE OF CONCRETE, AND EXTERIOR FACE OF BUILDING, AND TO CENTERLINE OF UTILITIES, UNLESS OTHERWISE SPECIFIED. 14) USE ONLY DIMENSIONS PROVIDED ON THESE PLANS. DO NOT SCALE DRAWINGS. INFORM ENGINEER OF ANY DISCREPANCIES AND/OR MISSING INFORMATION. 15) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO ADJACENT PARCELS DURING ALL HOURS OF OPERATION FOR THE BUSINESSES LOCATED ON THOSE PARCELS. 16) CONTRACTOR TO OBTAIN TEMPORARY POWER, TELEPHONE AND WATER FOR THE SITE. 17) CONTRACTOR TO REFER TO DRAWINGS ISSUED BY THE ARCHITECT, TO ENSURE COORDINATION OF EXACT LOCATION AND DIMENSIONS OF BUILDING EXITS, RAMPS, UTILITY ENTRANCE LOCATIONS AND GRADES AROUND THE BUILDING. IMMEDIATELY NOTIFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES. 18) REFER TO ARCHITECTURAL AND LANDSCAPE DRAWINGS FOR ALL IMPROVEMENTS BETWEEN THE BUILDING AND THE SIDEWALK SURROUNDING THE BUILDING. 19) THE CONTRACTOR IS RESPONSIBLE FOR REMOVING EXISTING IRRIGATION SYSTEM IN THE AREAS OF PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL CAP THE EXISTING IRRIGATION SYSTEM TO REMAIN SUCH THAT THE REMAINING SYSTEM SHALL CONTINUE TO FUNCTION PROPERLY. IN CASES WHERE ISLAND, ROADWAYS, PARKING LOTS, AND OTHER IMPROVEMENTS NOT MENTIONED ARE MOVED OR ADJUSTED TO GRADE, CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL LANDSCAPED AREAS ARE PROPERLY IRRIGATED & THAT IRRIGATION SYSTEM FUNCTIONS PROPERLY. 20) THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ADJACENT CITY STREETS FREE AND CLEAN OF ALL DEBRIS AND DIRT FROM THE JOB SITE. 1. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. 2. ALL REPAIRS AND REPLACEMENT OF SIDEWALK, CURB, GUTTER AND ASPHALT SHALL BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3. FOR LOCATIONS WHERE SERVICES ARE SHOWN UNDER SIDEWALK, SIDEWALK SHALL BE REMOVED AND REPLACED. 4. PERMIT(S) FOR ALL WORK SHOWN ON THESE PLANS SHALL BE OBTAINED PRIOR TO THE START OF ANY WORK SHOWN ON THESE PLANS. 5. CLEANOUTS LOCATED WITHIN SIDEWALK OR DRIVEWAY SHALL HAVE A TRAFFIC RATED LID. 6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. GENERAL UTILITY NOTES OLSSON ASSOCIATES GENERAL NOTES 1. ALL SEWER MAINS AND SERVICES TO BE INSTALLED PER CITY OF FORT COLLINS SPECIFICATIONS. 2. CONTRACTOR TO COORDINATE WET TAPS & ABANDOMENTS WITH CITY OF FORT COLLINS (970-416-2165). 3. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE PVC SDR 35. SANITARY SEWER NOTES 1. THE TOP OF FOUNDATIONS ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. TOP OF FOUNDATIONS NOTE PARKS AND RECREATION TRAFFIC ENGINEER COVER SHEET FORT COLLINS, CO 2015 12/21/2015 015-0720 FOOTHILLS MALL MULTI-FAMILY DH 150720_TTL.dwg JG MH C1.0 A      12/21/2015        1ST FDP SUBMITTAL          CONSTRUCTION DOCUMENTS  JD PROJECT CONTROL: NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PRUPOSE, THE FOLLING EQUATION SHOULD BE USED. NAVD88 = NGVD29 UNADJUSTED + 3.19' BASIS OF BEARING: BEARINGS ARE BASED ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 25 BEING MONUMENTED AT THE WEST QUARTER CORNER BY A 3-INCH ALUMINUM CAP IN A MONUMENT BOX STAMPED "LS 20123" AND AT THE SOUTHWEST CORNER BY A 2.25-INCH ALUMINUM CAP IN A RANGE BOX STAMPED "LS 14823" HAS HAVING AN ASSUMED BEARING 2)6ƒ (:,7+$//%($5,1*&217$,1('+(5(,15(/$7,9(7+(5(72 CONTROL POINTS: CONTROL POINT 1 CONTROL POINT 2 VERTICAL CONTROL: PROJECT DATUM: NGVD 1929 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) LOT 3, 4, 5, & 6 OF FOOTHILLS MALL REDEVELOPMENT SUBDIVISION LOCATED IN THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 12/21/2015 MAJOR AMENDMENT FOOTHILLS MALL REDEVELOPMENT, A PORTION OF PLANNING AREA 3 ARCHITECT OLSSON ASSOCIATES 5285 McWHINNEY BOULEVARD, SUITE 160 LOVELAND, CO 80538 PHONE: (970) 461-7733 ENGINEER OWNER LANDSCAPE PROJECT TEAM CONTACTS VICINITY MAP SCALE=1"=1000' PROPOSED SITE JOHNSON NATHAN STROHE ARCHITECTS 1600 WYNKOOP ST. SUITE 100 DENVER, CO 80202 PHONE: (303) 892-7062 TB GROUP 444 MOUNTAIN AVENUE BERTHOUD, CO 80513 PHONE: (970) 532-5891 DEVELOPER MCWHINNEY REAL ESTATE SERVICES 2725 ROCKY MOUNTAIN AVENUE SUITE #200 LOVELAND, CO 80538 PHONE: (970) 962-9990 WALTON FOOTHILLS HOLDINGS VI, LLC 5750 DTC PARKWAY SUITE 210 GREENWOOD VILLAGE, CO 80111 PHONE: (303) 771-4004 REVISIONS A    12/21/2015    SHEET LIST TABLE Sheet Number Sheet Title C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN C2.1 EXISTING CONDITIONS AND DEMOLITION PLAN C2.2 EXISTING CONDITIONS AND DEMOLITION PLAN C2.3 EXISTING CONDITIONS AND DEMOLITION PLAN C2.4 EXISTING CONDITIONS AND DEMOLITION PLAN C2.5 EXISTING CONDITIONS AND DEMOLITION PLAN C4.0 EROSION AND SEDIMENT CONTROL PLAN C4.1 EROSION AND SEDIMENT CONTROL PLAN C4.2 EROSION AND SEDIMENT CONTROL PLAN C4.3 EROSION AND SEDIMENT CONTROL PLAN C6.0 OVERALL GRADING PLAN C6.1 LOT 3 WEST C6.2 LOT 3 EAST C6.3 LOT 4 C6.4 LOT 5 C6.5 LOT 6 C7.0 DRAINAGE PLAN C8.0 OVERALL UTILITY PLAN C8.1 LOT 3 WEST C8.2 LOT 3 EAST C8.3 LOT 4 C8.4 LOT 5 C8.5 LOT 6  SANITARY SEWER PLAN AND PROFILE C9.0 OVERALL SANITARY SEWER PLAN C9.1 LOT 3 WEST C9.2 LOT 3 EAST  WATERLINE PLAN AND PROFILE C10.0 OVERALL WATER PLAN C10.1 LOT 3 C10.2 LOT 3 C10.3 LOT 4 C10.4 LOT 5 C10.5 LOT 6  STORM PLAN AND PROFILE C12.0 OVERALL STORM PLAN C12.1 LOT 3 WEST MAIN C12.2 LOT 3 WEST MEWS C12.3 LOT 3 EAST MAIN C12.4 LOT 3 EAST MEWS C12.5 LOT 4 MAIN C12.6 LOT 4 MEWS C12.7 LOT 5 NORTH C12.8 LOT 5 SOUTH C12.9 LOT 6 MAIN C12.10 LOT 6 MEW C12.11 LOT 6 DETAIL C14.0 OVERALL PAVING PLAN C14.1 PAVING PLAN C14.2 PAVING PLAN C14.3 PAVING PLAN C14.4 PAVING PLAN C14.5 PAVING PLAN C20.1 DETAILS C20.2 DETAILS C20.3 DETAILS C20.4 DETAILS C20.5 DETAILS C20.6 DETAILS C20.7 DETAILS C20.8 DETAILS D-322: 5.4 KM (3.35 MI) SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE HIGHWAY 14 IN FORT COLLINS, IN THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN 8-BY-24 FOOT BOX CULVERT, 6.1 METERS (20.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 1.7 METERS (5.6 FT) SOUTH OF THE NORTH END OF THE HEADWALL. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BENCHMARK #1 ELEVATION: 5031.28 FEET E-322: 5.9 KM (3.65 MI) SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE HIGHWAY 14 IN FORT COLLINS, IN THE SOUTH END OF THE WEST CONCRETE HEADWALL OF AN 8-BY-24 FOOT BOX CULVERT, 51.0 METERS (167.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF HORSETOOTH ROAD, AND 5.7 METERS (18.7 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY. THE MARK IS ABOVE LEVER WITH THE HIGHWAY. BENCHMARK #2 ELEVATION: 5031.21 FEET NORTHWEST CORNER OF LOT 3 OF THE FOOTHILLS MALL REDEVELOPMENT SUBDIVISION N: 1441791.48 E: 3118722.24 NORTHEAST CORNER OF LOT 3 OF THE FOOTHILLS MALL REDEVELOPMENT SUBDIVISION N: 1441793.59 E: 3119718.34 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 STATUES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.