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Home My WebLink AboutKING SOOPERS #146 MIDTOWN GARDENS MARKETPLACE - PDP200012 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSRx PICKUP 1 2 E E E E UTILITY PLANS FOR LOTS 1, 2, AND 4, OF K-MART PLAZA, AND ALL OF LOT 2 OF THE EXTENSION OF K-MART PLAZA, SITUATED IN THE SE 1/4 OF SECTION 23, T. 7 N., R. 69 W., OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO JULY 2020 MIDTOWN GARDENS MARKETPLACE - - - - - - - - - - - - - - STAMP H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_01-Covr.dwg - Cayla Cappello - 7/29/2020 # Date Issue / Description Init. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION Date: Drawn By: Project No: Checked By: KSS000146 OF 13 UTILITY PLANS FOR MIDTOWN GARDENS MARKETPLACE KING SOOPERS MARKETPLACE #146 S. COLLEGE AVE. & DRAKE RD. FORT COLLINS, COLORADO JULY 28, 2020 RDG PJD 1 COVER SHEET City of Ft Collins for W/WW/SW CO CO E E IR IR IR EVT ECB GM IR CO IR E E E E TL TL TV RI CO EM WM GM D Y H D Y H E IR GM ECB ECB D Y H D Y H ECB EM E TL GM WM IR CO TL CO CO - - - - - - - - - CO CO E EVT ECB GM E E E E TL TL TV E TL GM IR TL W - - - - - - - - - - - - - - STAMP H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_10-Grad.dwg - Cayla Cappello - 7/29/2020 # Date Issue / Description Init. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION Date: Drawn By: Project No: Checked By: KSS000146 OF 13 UTILITY PLANS FOR MIDTOWN GARDENS MARKETPLACE KING SOOPERS MARKETPLACE #146 S. COLLEGE AVE. & DRAKE RD. CO CO E EVT ECB GM E E E E TL TL TV E TL GM IR TL W EKM PJD DRAINAGE PLAN 11 SCALE: 1"=50' 0 10 20 50 - - - - - - - - - - - - - - STAMP H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\Exhibits\KSS146_Drainage_Proposed.dwg - Cayla Cappello - 7/29/2020 # Date Issue / Description Init. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Planning. Architecture. Engineering. O www.gallowayUS.com C 2016. Galloway & Company, Inc. All Rights Reserved PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION Date: CO CO E EVT ECB GM E E E E TL TL TV E TL GM IR TL W - - - - - - - - - - - - - - STAMP H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_13-Util.dwg - Cayla Cappello - 7/29/2020 # Date Issue / Description Init. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION Date: Drawn By: Project No: Checked By: KSS000146 OF 13 UTILITY PLANS FOR MIDTOWN GARDENS MARKETPLACE KING SOOPERS MARKETPLACE #146 S. COLLEGE AVE. & DRAKE RD. FORT COLLINS, COLORADO JULY 28, 2020 RDG PJD 13 UTILITY PLAN SCALE: 1"=50' 0 10 20 50 EM WV WM SS CO D Y H IR ECB TL E EVT GM RI E This water main may not be disconnected as proposed. There needs to be a Utility Coordination meeting ASAP to discuss provision of water to this site and the sites to the north that are fed from this main. Provide a detailed utility plan on a smaller scale. The utilities on west side of site are too dense to be able to clearly understand what is going on. 11.65 ft Water service and fire line should be pulled perpendicular to main if possible. Service has to be perpendicular to water main through the water meter. 19.22 ft Can the gas enter the building at a different location, not in the alley? This water main is a 'dead end main' with a fire service and fire hydrant on lots to the north. In the PDR comments Utilities has requested this main to be looped to a water main further north. Please set up a Utility Coordination meeting. The provision of water utilities to this site needs to be discussed ASAP. 50 ft A 30-ft UT easement, centered on the main, is required for sewer mains. This section of SS main needs to be removed (preferred) or abandoned (discuss with Utilities). 4.21 ft This is very close to the ex tel-comm manhole. Please confirm tel-comm manhole I.D. or vault dimensions. It would be good to confirm if this "UT line" in in conduit or if it is encased. If encased this will need to be pothole located (top and bottom) to confirm vertical separation for the sewer main. 13.85 ft It appears the Ex water main is not located in an UT easement. Please revised the Plat so that this water main is centered in a 20-ft UT easement. The City would like this existing cast iron main replaced with a new PVC main. We would like to discuss this possibility with you. 3" water meter will require a vault. Please see the City Water details and add to plans. WM vault needs to be located near the tap. Could be a good spot for water meter vault WV is on existing service. please remove Can you figure out a way to shorten the water service with a better route ? Can SS service be shorter? 10.09 ft This separation, between electric and storm inlet, will need to be discussed with FC Light and Power. Need to confirm constructibility. Are WT and SS services intended to be stubbed out for Lot 3? The City would like this section of the existing 8-inch water main removed. See the included PDF showing water main options for discussion. 7.15 ft The City would like this existing cast iron main replaced with a new PVC main. We would like to discuss this possibility with you. PROPOSED WATER METER VAULT SHOWN AT FRONT OF STORE, REFER TO REVISED PLAN PER UTILITY COORDINATION MEETING DISCUSSION AND FOLLOW UP COORDINATION WITH CITY ENGINEER, PROPOSED WATER MAIN CONNECTION SHOWN ALONG NORTH SIDE OF BUILDING TO LOOP THE SYSTEM FROM BACK OF STORE TO MAIN RUNNING NORTH-SOUTH IN THE FRONT PARKING AREA. REFER TO REVISED PLAN FOR PROPOSED ALIGNMENT AND EASEMENT FOR THIS WATER MAIN LOOP. DETAILED BLOWUP PROVIDED ON REVISED UTILITY PLAN TO BETTER ILLUSTRATE UTILITIES IN THIS AREA. STORM ALIGNMENT REVISED TO SHIFT PROPOSED STORM FURTHER EAST AWAY FROM EXISTING ELECTRIC LINES. REVISED PER COMMENT. NEW VALVE PROPOSED IN THIS REGION WHERE WATER MAIN LOOP CONNECTS TO EXISTING SYSTEM. WATER AND FIRE SERVICE REVISED TO REMAIN PERPENDICULAR TO MAIN (POC TO BUILDING SHIFTED TO FRONT OF STORE). REFER TO REVISED PLANS FOR NEW ALIGNMENT PROPOSED DOMESTIC SERVICE ALIGNMENT REVISED AND 3" WATER METER VAULT SHOWN WITH UPDATED ALIGNMENT PER CITY WATER DUE TO ARCHITECTURAL/ DETAILS. BUILDING CONSTRAINTS, GAS POC TO BUILDING MUST REMAIN AT LOCATION SHOWN CIVIL RESPONSE ADDITIONAL 15' EASEMENT PROVIDED TO CENTER EXISTING MAIN WITHIN EXISTING AND PROPOSED EASEMENT AREA. REFER TO REVISED PLAN/PLAT. CIVIL RESPONSE CIVIL RESPONSE REVISED TO SHOW EXISTING SANITARY TO BE REMOVED TO MANHOLE. CIVIL RESPONSE WE ARE WORKING WITH OUR SURVEYOR TO OBTAIN THE REQUESTED INFORMATION ON THIS UT LINE & TEL- COMM MANHOLE. CIVIL RESPONSE NOT AT THIS TIME. PER UTILITY COORDINATION MEETING DISCUSSION AND FOLLOW UP COORDINATION WITH CITY ENGINEER, PROPOSED WATER MAIN CONNECTION SHOWN ALONG NORTH SIDE OF BUILDING TO LOOP THE SYSTEM FROM BACK OF STORE TO MAIN RUNNING NORTH-SOUTH IN THE FRONT PARKING AREA. REFER TO REVISED PLAN FOR PROPOSED ALIGNMENT AND EASEMENT FOR THIS WATER MAIN LOOP. EASEMENT BOUNDARY REVISED TO BE ALIGNED CENTERED ON THE SANITARY MAIN. PROPOSED WATER SERVICE ROUTING SHOWN TO AVOID RUNNING UNDER FUEL CANOPY/SLAB PER OWNER REQUIREMENTS. SANITARY POC TO KIOSK SHIFTED TO NORTH SIDE OF BUILDING TO SHORTEN SERVICE LENGTH. UNLESS THIS IS REQUIRED, THE PREFERENCE IS TO KEEP THE EXISTING MAIN IN PLACE.THE APPLICANT IS OPEN TO HAVING A DISCUSSION REGARDING REPLACEMENT. THE EXISTING EASEMENT IS PROPSOED TO BE VACATED BY THE PLAT AND A NEW EASEMENT DEDICATED IN THE PER THE UT CORRECT LOCATION. COORDINATION MEETING HELD ON 9/22/20, THIS PORTION CAN BE REMOVED/ABANDONED. UNLESS THIS IS REQUIRED, THE PREFERENCE IS TO KEEP THE EXISTING MAIN IN PLACE.THE APPLICANT IS OPEN TO HAVING A DISCUSSION REGARDING REPLACEMENT. Drawn By: Project No: Checked By: KSS000146 OF 1 UTILITY PLANS FOR MIDTOWN GARDENS MARKETPLACE KING SOOPERS MARKETPLACE #146 S. COLLEGE AVE. & DRAKE RD. FORT COLLINS, COLORADO Turn off the pavement stripping arrows on this plan. Turn off or lighten the pavement stripping. could water quality be provided for a portion of OS-1 basin? consdier if curb inlets in the drive aisle could intercept more flows/ area for WQ treatment Should be easy to provide WQ treatment for OS-6. Please add inlets to get these flows into the treatment system. REVISED PER COMMENT. PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH THE CITY AND THIS WQ SYSTEM HAS BEEN REMOVED. REVISED PER COMMENT. INLETS HAVE BEEN ADDED AT THE PCR'S TO INTERCEPT RUNOFF ROM THE ACCESS DRIVE. FORT COLLINS, COLORADO JULY 28, 2020 RDG PJD 10 GRADING PLAN SCALE: 1"=50' 0 10 20 50 Offsite flows entering here need to be calculated This pipe system will need to be fully evaluated and likely replaced with this project. Evaluation needs to include structural integrity and hydraulic capacity. Offsite flows entering here need to be calculated A drainage easement will be required around the water quality system and the outlet pipe to storm main A drainage easement will be required around the water quality system and the outlet pipe to storm main A drainage easement will be required around the water quality system and the outlet pipe to storm main The alignment/ location and condition of this storm pipe needs to be investigated. Please find and show on the plans the location of this pipe until it connects to the College Ave main. The condition and capacity of this existing pipe section will need to be evaluated The fuel station will require a spill containment structure. Please add this to the plans at the appropriate location. FYI, the private storm may be located 10-ft from building (min.) 13.28 ft Existing inlet may be shallow. PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH THE CITY AND THE TOTAL RUNOFF TO THIS LOCATION HAS BEEN REDUCED. PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH THE CITY AND THE TOTAL RUNOFF TO THIS LOCATION HAS BEEN REDUCED. PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH THE CITY AND THE TOTAL RUNOFF TO THIS LOCATION HAS BEEN REDUCED. PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH CITY STAFF TO CONNECT TO EXISTING SYSTEM AT THE SE CORNER OF THE SITE. PROPOSED DRAINAGE EASEMENT SHOWN FOR UPDATED WATER QUALITY SYSTEM IN GROCERY STORE PARKING AREA. SEE REVISED PLAN. NOTED. PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH CITY STAFF TO CONNECT TO EXISTING SYSTEM AT THE SE CORNER OF THE SITE. PROPOSED DRAINAGE EASEMENT SHOWN FOR UPDATED WATER QUALITY SYSTEM IN GROCERY STORE PARKING AREA. SEE REVISED PLAN. PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH THE CITY AND THE TOTAL RUNOFF TO THIS LOCATION HAS BEEN REDUCED. PROPOSED 150 GALLON SPILL CONTAINMENT STRUCTURE SHOWN ON REVISED PLAN PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH THE CITY AND THIS SITE OUTFALL WILL BE REMOVED PROPOSED STORM ROUTING HAS BEEN REVISED PER COORDINATION WITH CITY STAFF TO CONNECT TO EXISTING SYSTEM AT THE SE CORNER OF THE SITE. PROPOSED DRAINAGE EASEMENT SHOWN FOR UPDATED WATER QUALITY SYSTEM IN GROCERY STORE PARKING AREA. SEE REVISED PLAN. - - - - - STAMP H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_03-Demo.dwg - Cayla Cappello - 7/29/2020 # Date Issue / Description Init. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION Date: Drawn By: Project No: Checked By: KSS000146 OF 13 UTILITY PLANS FOR MIDTOWN GARDENS MARKETPLACE KING SOOPERS MARKETPLACE #146 S. COLLEGE AVE. & DRAKE RD. FORT COLLINS, COLORADO JULY 28, 2020 SCALE: 1"=50' 0 10 20 50 RDG PJD 3 EXISTING CONDITIONS & DEMOLITION PLAN EM WM SS CO D Y H IR TL GM RI WM D Y H CO GM IR E E EVT ECB SANITARY SEWER REVISED TO BE ABANDONED AT MAIN PER COMMENT Water - Matt Simpson 970-416-2754 Wastewater - Matt Simpson 970-416-2754 Stormwater - Matt Simpson 970-416-2754 Water Inspection - 970-416-8008 Fort Collins Water Utilities Review Comments 8/21/2020 Matt Simpson masimpson@fcgov.com REVISED PER COMMENT