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HomeMy WebLinkAboutPlans - Utility Plan - 11/19/2025INDEX OF DRAWINGS G0.00 Title Sheet and Index of Drawings G0.01 General Notes 1 of 2 Preliminary Plat 2 of 2 Preliminary Plat C1.01 Existing Conditions and Demolition Plan L2.01 Site Plan Overview L2.07 Site Layout Plan Area A L2.08 Site Layout Plan Area A L2.09 Site Layout Plan Area A L2.10 Site Layout Plan Area A L2.11 Site Layout Plan Area A C3.00 Overall Grading Plan C3.01 Detailed Grading Plan C3.02 Detailed Grading Plan C3.03 Detailed Grading Plan C3.04 Detailed Grading Plan C3.05 Detailed Grading Plan C3.06 Grading Cross-Sections C3.07 Pool Deck Grading Plan C3.08 Existing Conditions Drainage Plan C3.09 Proposed Conditions Drainage Plan C3.10 Initial Erosion Control Plan C3.11 Interim Erosion Control Plan C3.12 Final Erosion Control Plan C4.01 Overall Utility Plan C4.02 Sanitary Sewer Plan & Profile C4.03 Waterline Plan & Profile C4.04 Storm Sewer Plan & Profile C4.05 Storm Sewer Plan & Profile C4.06 Storm Sewer Plan & Profile C5.01 Striping Removal Plan C5.02 Signing & Striping Plan C6.01 Construction Details C6.02 Construction Details C6.03 Construction Details C6.04 Construction Details C6.05 Construction Details C6.06 Construction Details C6.07 Construction Details C6.08 Construction Details C6.09 Construction Details C6.10 Construction Details C6.11 Construction Details CE Project No.: 326-034-24 SOUTHEAST COMMUNITY CENTER November 19, 2025 FORT COLLINS: Title Sheet and Index of Drawings G0.00 PROJECT LOCATION ZI E G L E R R O A D SABER C A T D R I V E ROCK CREEK DRIVE CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 3 : 2 4 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 0 . 0 0 - C o v e r . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 HORIZONTAL DATUM: MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.00026675 (0.999733321) VERTICAL DATUM: VERTICAL DATUM ESTABLISHED THROUGH GPS (NAVD88 VERTICAL DATUM) SITE BENCHMARK: POINT NO. 3 N-1431291.66 E-3134871.24 ELEVATION = 4919.44 LOCATION: LARIMER COUNTY - FORT COLLINS, COLORADO NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST, 6TH PRINCIPAL MERIDIAN LOCATED IN THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. SOUTHEAST COMMUNITY CENTER SUBDIVISION CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CONTRACTOR: GH Phipps Construction 4800 Innovation Drive Fort Collins, Colorado 80525 303-571-5377 OWNER: City of Fort Collins 222 LaPorte Avenue Fort Collins, Colorado 80521 970-416-4311 ENGINEER: Clark & Enersen Shane Boyle 123 N College Avenue, Suite 200 Fort Collins, Colorado 80524 970-818-8999 I hearby 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. FINAL UTILITY PLANS General Notes G0.01 GENERAL NOTES 1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE 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.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, 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 PUBIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL 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 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 FINAL DRAINAGE AND EROSION CONTROL STUDY (NAME OF THE THE STUDY AND DATE) BY CLARK & ENERSEN 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 TEST 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 CONSTRUCTION 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.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: Benchmarks—Local Entity survey. B.M.Number___Point No. 3_____,Elev.=___4919.44_______, Description______CP SABERCAT_____________________. 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.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS. 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 STREETS: (LIST). 48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT). CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 3 : 2 6 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 0 . 0 0 - C o v e r . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 SOUTHEAST COMMUNITY CENTER SUBDIVISION Situate in the Southwest Quarter of Section 4, Township 6 North, Range 68 West of the 6th P.M. City of Fort Collins, County of Larimer, State of Colorado MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550 PROJECT NO: 2025154 DATE: 7-23-2025 DRAWN BY: SIP PROJECT NAME: SE COMMUNITY FILE NAME: 2025154 CLIENT: C&E CHECKED BY: SIP SCALE: 1" = 50' 1 SHEET 1 OF 2 REVISIONS:DATE: STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all persons by these presents, that the undersigned, being owner(s) of the following described land: A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SECTION 4 TOWNSHIP 6 NORTH RANGE 68 WEST OF THE 6TH P.M.; THENCE SOUTH 34° 06' 21" EAST, A DISTANCE OF 94.58 FEET TO THE INTERSECTION OF THE EAST RIGHT OF WAY OF ZIEGLER ROAD (DATED DECEMBER 17, 2003 UNDER RECEPTION NO. 20030157923) AND THE SOUTH RIGHT OF WAY OF ROCK CREEK DRIVE (DATED SEPTEMBER 24, 2001 UNDER RECEPTION NO. 2001085351), SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH 88° 36' 20" EAST ON THE SOUTH RIGHT OF WAY OF SAID ROCK CREEK DRIVE, A DISTANCE OF 149.87 FEET; THENCE NORTH 86° 22' 14" EAST ON THE SOUTH RIGHT OF WAY OF SAID ROCK CREEK DRIVE, A DISTANCE OF 399.87 FEET TO THE WEST LINE OF AN EMERGENCY ACCESS EASEMENT (REC. NO. 2004017226); THENCE THE FOLLOWING TEN (10) COURSES ALONG THE WEST SIDE OF SAID EMERGENCY ACCESS EASEMENT: 1. THENCE 14.24 FEET ON THE ARC OF A NON-TANGENT CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 32°38'18", AND BEING SUB-TENDED BY A CHORD WHICH BEARS SOUTH 15° 48' 04" EAST 14.05 FEET; 2. THENCE SOUTH 00° 31' 05" WEST, A DISTANCE OF 160.28 FEET; 3. THENCE 12.44 FEET ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 07°07'30", AND BEING SUB-TENDED BY A CHORD WHICH BEARS SOUTH 03° 02' 40" EAST 12.43 FEET; 4. THENCE SOUTH 06° 36' 25" EAST, A DISTANCE OF 100.42 FEET; 5. THENCE 12.44 FEET ON THE ARC OF A TANGENT CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 07°07'30", AND BEING SUB-TENDED BY A CHORD WHICH BEARS SOUTH 03° 02' 40" EAST 12.43 FEET; 6. THENCE SOUTH 00° 31' 05" WEST, A DISTANCE OF 47.41 FEET; 7. THENCE 124.56 FEET ON THE ARC OF A TANGENT CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 301.00 FEET, A CENTRAL ANGLE OF 23°42'38", AND BEING SUB-TENDED BY A CHORD WHICH BEARS SOUTH 12° 22' 24" WEST 123.68 FEET; 8. THENCE 147.74 FEET ON THE ARC OF SAID REVERSE CURVE, SAID CURVE HAVING A RADIUS OF 114.00 FEET, A CENTRAL ANGLE OF 74°15'06", AND BEING SUB-TENDED BY A CHORD WHICH BEARS SOUTH 12° 53' 50" EAST 137.61 FEET; 9. THENCE 17.64 FEET ON THE ARC OF A REVERSE CURVE, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 50°32'28", AND BEING SUB- TENDED BY A CHORD WHICH BEARS SOUTH 24° 45' 09" EAST 17.08 FEET; 10. THENCE SOUTH 00° 31' 05" WEST, A DISTANCE OF 9.94 FEET; THENCE NORTH 89° 28' 55" WEST, A DISTANCE OF 150.00 FEET; THENCE SOUTH 01° 28' 38" EAST PARALLEL WITH THE EAST RIGHT OF WAY OF ZIEGLER ROAD (DATED DECEMBER 17, 2003 UNDER RECEPTION NO. 20030157923), A DISTANCE OF 278.06 FEET; THENCE SOUTH 88° 31' 22" WEST, A DISTANCE OF 418.30 FEET TO SAID EAST RIGHT OF WAY OF ZIEGLER ROAD; THENCE NORTH 01° 28' 38" WEST ON SAID EAST RIGHT OF WAY OF ZIEGLER ROAD, A DISTANCE OF 374.21 FEET; THENCE NORTH 00° 19' 54" WEST ON SAID EAST RIGHT OF WAY OF ZIEGLER ROAD, A DISTANCE OF 450.09 FEET; THENCE NORTH 01° 28' 38" WEST ON SAID EAST RIGHT OF WAY OF ZIEGLER ROAD, A DISTANCE OF 67.75 FEET TO THE POINT OF BEGINNING. Said parcel contains 453,150 Square Feet or 10.403 Acres more or less by this survey. (NOTE: The bearings of this subdivision have been rotated -00°17'12" to State Plane values) for themselves and their successors in interest (collectively,“Owner”) have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this Plat to be known as SOUTHEAST COMMUNITY CENTER SUBDIVISION (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of the Plat shall run with the land. ________________________________________________ BY: AS: NOTARIAL CERTIFICATE STATE OF COLORADO) ss COUNTY OF LARIMER) The foregoing instrument was acknowledged before me by ______________________ as ______________________this _____ day of ______________________, 20___. Witness my Hand and Official Seal. ________________________________________________ Notary Public My commission expires: ________________. SURVEYOR'S CERTIFICATE I, Steven Parks, a Colorado Licensed Professional Land Surveyor, do hereby state that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the forgoing Plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. Steven Parks - On Behalf of Majestic Surveying, LLC Colorado Licensed Professional Land Surveyor #38348 VICINITY MAP SCALE: 1" = 500' BASIS OF BEARINGS AND LINEAL UNIT DEFINITION Assuming the West line of the Southwest Quarter of Section 4, Township 6 North, Range 68 West of the 6th P.M., monumented as shown on this drawing, as bearing North 01°45'50" West, being a Grid Bearing of the Colorado State Plane, North Zone, North American Datum 1983/2011, a distance of 2553.19 feet and with all other bearings contained herein relative thereto. The lineal dimensions as contained herein are based upon the "U.S. Survey Foot". NOTICE According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. (13-80-105 C.R.S. 2012) TITLE COMMITMENT NOTE For all information regarding easements, rights-of-way and title of records, Majestic Surveying, LLC relied upon Title Commitment Number FCC25214505, dated December 2, 2024, as prepared by Land Title Guarantee Company to delineate the aforesaid information. This survey does not constitute a title search by Majestic Surveying, LLC to determine ownership or easements of record. CERTIFICATE OF DEDICATION: The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City’s rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements. Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City’s costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached. The rights granted to the City by this Plat inure to the benefit of the City’s agents, licensees, permittees and assigns. MAINTENANCE GUARANTEE: The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner. Notice of Other Documents: All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. REPAIR GUARANTEE: In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations. Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. ATTORNEY'S CERTIFICATION: I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 6.3.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 6.3.3(C)(3)(f) of the Land Use Code. Attorney: Address: Registration No.: APPROVED AS TO FORM, CITY ENGINEER By the City Engineer, City of Fort Collins, Colorado this _____ day of _____________________, 20___. ________________________________ City Engineer PLANNING APPROVAL By the Director of Community Development and Neighborhood Services, City of Fort Collins, Colorado this _____ day of _____________________, 20___. ________________________________ Director of Community Development and Neighborhood Services NOTE There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are allowed by Sections 12-120 & 12-122 of the City Code. EXISTING EASEMENTS NOTE In the event that the geometry shown for existing easements on this plat conflicts with the original dedicating instrument, the original document information shall supersede. ROCK CREEK DR. (PUBLIC ROW VARIES) ∆ ∆ ∆ ∆ ZIE G L E R R O A D (P U B L I C R O W V A R I E S ) LOT 1 453,150 SQ. FT. 10.403 ACRES PARCEL NO. 8604000904 OWNER: POUDRE R-1 SCHOOL DISTRICT PARCEL NO. 8604000904 OWNER: POUDRE R-1 SCHOOL DISTRICT ∆ ∆ LEGEND SOUTHEAST COMMUNITY CENTER SUBDIVISION Situate in the Southwest Quarter of Section 4, Township 6 North, Range 68 West of the 6th P.M. City of Fort Collins, County of Larimer, State of Colorado MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550 PROJECT NO: 2025154 DATE: 7-23-2025 DRAWN BY: SIP PROJECT NAME: SE COMMUNITY FILE NAME: 2025154 CLIENT: C&E CHECKED BY: SIP SCALE: 1" = 50' 2 SHEET 2 OF 2 REVISIONS:DATE: Steven Parks - On Behalf of Majestic Surveying, LLC Colorado Licensed Professional Land Surveyor #38348 NOTICE According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. (13-80-105 C.R.S. 2012) Feet 0 50 100 LINE & CURVE EASEMENT TABLE 15' UE REC. NO. 2008006240 L1-L3 WATERLINE EASEMENT REC. NO. 2001085365 L4-L13 EAE (NORTH)L14-L22 C1-C4 20' UE L23-L38 C5-C6 EAE (SOUTH)L39-L46 C7-C29 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IRR IRR IRR IRR IRR IRR IRR I R R IRR I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IR R IR R IR R IR R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S D D S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E F W W EV EV F F F EV EV E SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS E FVEV F STOP MB W FFV FV D D IRR IRR I R R I R R I R R IR R IRR GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS BEGIN CURB & GUTTER AND SIDEWALK REMOVAL END CURB & GUTTER AND SIDEWALK REMOVAL REMOVE APPROX. 100 LF OF EXISTING CURB, GUTTER, AND SIDEWALK END CURB & GUTTER REMOVAL REMOVE APPROX. 30 LF OF EXISTING CURB & GUTTER BEGIN CURB & GUTTER REMOVAL END CURB & GUTTER REMOVAL BEGIN CURB & GUTTER REMOVAL REMOVE APPROX. 54 LF OF EXISTING CURB & GUTTER END CURB & GUTTER REMOVAL BEGIN CURB & GUTTER REMOVAL REMOVE APPROX. 48 LF OF EXISTING CURB & GUTTER EXISTING TREES TO REMAIN EXISTING SIDEWALK TO REMAIN (TYP) EXISTING SIDEWALK TO REMAIN (TYP) SAWCUT EXISTING PAVEMENT FOR UTILITY CONNECTION APPROX. 355 SF SAWCUT EXISTING PAVEMENT FOR UTILITY CONNECTION APPROX. 20,640 SF END GAS LINE REMOVAL BEGIN GAS LINE REMOVAL REMOVE EXISTING GAS LINE APPROX. 467 LF REMOVE EXISTING IRRIGATION VALVE REMOVE EXISTING IRRIGATION VALVE END IRRIGATION LINE REMOVAL BEGIN IRRIGATION LINE REMOVAL REMOVE EXISTING IRRIGATION LINE APPROX. 513 LF EXISTING STORM SEWER TO REMAIN (TYP) EXISTING IRRIGATION LINE TO REMAIN (TYP) EXISTING WATER LINE TO REMAIN (TYP) EXISTING GAS LINE TO REMAIN (TYP) REMOVE EXISTING DISC GOLF BASKET PROPERTY LINE EXISTING EASEMENT PROPERTY LINE RIGHT-OF-WAY LINE PROPERTY LINE RIGHT-OF-WAY LINE PROPERTY LINE PROPERTY LINE REMOVE EXISTING DISC GOLF BASKET BEGIN IRRIGATION LINE REMOVAL REMOVE EXISTING IRRIGATION LINE APPROX. 95 LF END IRRIGATION LINE REMOVAL REMOVE EXISTING ADA RAMP CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 3 : 3 3 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 1 . 0 1 - E x . C o n d i t i o n s & D e m o . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 1.CONTRACTOR TO PRESERVE ALL SURVEY CONTROL 2.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, SIGNING, BARRICADES,ENCLOSURES, ETC. 3.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTORS EXPENSE SAWCUT, REMOVE, AND DISPOSE ASPHALT SAWCUT, REMOVE, AND DISPOSE CONCRETE REMOVAL SURFACE LEGEND LEGEND W W W SS SS SS WATER MAIN SANITARY MAIN S S GAS GAS GAS LINE UGE UGE EXISTING LIGHT POLE WATER VALVE FIRE HYDRANT STORM MANHOLE TRANSFORMERT FO FO FO UNDERGROUND ELECTRIC STORM SEWER FIBER OPTIC LINE EXISTING BACK OF CURB VB IRRIGATION VALVE BOX FENCE EB ELECTRIC BOX BOLLARD GUY WIRE APPROXIMATE RIGHT-OF-WAY ROADWAY CENTERLINE 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES OF FENCE, FLUMES, FOUNDATIONS, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. (EXCEPT WHERE NOTED BY ENGINEER). SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR THE DEMOLITIONS AND DISPOSAL. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED, RELOCATED, AND/OR ABANDONED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES. 8. ALL SIDEWALK & PAVEMENT TO REMAIN SHALL BE PROTECTED IN PLACE INCLUDING PROTECTION FROM DAMAGE CAUSED BY REMOVAL OF ABUTTING CONCRETE. THE CONTRACTOR SHALL SAW CUT AT NEAREST JOINT WHERE NECESSARY. 9. DO NOT DISRUPT TRAFFIC ON ADJACENT PUBLIC STREETS WITHOUT PRIOR WRITTEN APPROVAL BY THE CITY. LIMITS OF DEMOLITION DEMOLITION NOTES Existing Conditions & Demolition Plan C1.01 SCALE: 1" = 50' EXISTING CONDITIONS & DEMOLITION PLAN 0'25'50'100' ROCK CREEK DRIVE ZI E G L E R R O A D SOUTHEAST COMMUNITY CENTER ~80,000 SF AREA C AREA D AREA A AREA B AREA E D D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E F W W EV EV F F F EV EV E E FVEV F STOP MB W FFV FV D D MH MH MH MH MH MH MH MH MH MH LANDSCAPE BENCH 3X2X2 BOULDER BENCH 4X2X2 BOULDER BENCH 5X2X2 BOULDER BENCH CAROUSEL TABLE TYPE 'A' CAROUSEL TABLE TYPE 'B' PICNIC TABLE DEERO ROUND RACK SMALL LANDSCAPE BOULDER 3' X 2' X 2' MEDIUM LANDSCAPE BOULDER 4' X 2.5' X 2.5' LARGE LANDSCAPE BOULDER 6' X 3' X 3' REMOVABLE BOLLARD COBBLE MULCH 60% 1 1/2" COBBLE 40% 4-8" COBBLE WOOD DECKING DECOMPOSED GRANITE SURFACING SQUEEGEE ROCK MULCH 5" THICK CONCRETE PAVING, STANDARD GRAY 5" THICK INTEGRALLY COLORED CONCRETE C-1 ASPHALT PAVING 5" THICK INTEGRALLY COLORED CONCRETE C-2 5" THICK INTEGRALLY COLORED CONCRETE C-3 8" THICK CONCRETE PAVING, STANDARD GRAY CONCRETE UNIT PAVER P-1 CONCRETE UNIT PAVER P-2 8" THICK INTEGRALLY COLORED CONCRETE C-4 CONCRETE UNIT PAVER P-3 8" THICK INTEGRALLY COLORED CONCRETE C-5 BOULDER SITE WALL TYPICAL PAVEMENT PATTERNS PAVER TYPE 'P-1': RUNNING BOND PAVER TYPE 'P-2': HERRINGBONE PAVER TYPE 'P-3': SOLDIER COURSE ALONG SOUTH PROMENADE PAVEMENT SCHEDULE: P-1 TYPE STYLE THICKNESS PATTERN COLOR MANUF. OR APPROVED RUNNING BOND UNILOCK COMPANY OR APPROVED EQUAL SUMMER WHEAT P-2 UNILOCK COMPANY OR APPROVED EQUAL TUSCANYDOUBLE HERRINGBONE NOTE: USE SPECIFIED FURNITURE OR EQUAL IF EXPRESSLY APPROVED DURING BIDDING. CAROUSEL TABLE 'A' MANUFACTURER: LANDSCAPE FORMS MODEL: CAROUSEL DINING HEIGHT TABLE SEATS: 4 BACKED GRID SEATS TABLETOP: CATENA POWDERCOAT W/ UMBRELLA HOLE COLOR: TBD MOUNTING: SURFACE MOUNTED FURNITURE LEGEND TRASH & RECYCLING RECEPTACLE - TYPE 1 MANUFACTURER: TEXT MODEL: TEXT SIGNAGE: TEXT COLOR: TEXT MOUNTING: TEXT BIKE RACK MANUFACTURER: DERO MODEL: ROUND RACK COLOR: POWDER COAT, TBD INSTALLATION: IN-GROUND 70 mm P-3 UNILOCK COMPANYDARK CHARCOALSOLDIER COURSE PROMENADE PAVER (100 x 300 x 70mm) 60 mm C-1 DAVIS COLORSTILE REDBROOM FINISHINTEGRALLY COLORED CONCRETE PAVEMENT 5" C-2 DAVIS COLORSMESA BUFFBROOM FINISHINTEGRALLY COLORED CONCRETE PAVEMENT 5" C-3 POUDRE CANYONSANDSCAPE TEXTUREINTEGRALLY COLORED CONCRETE PAVEMENT 5" C-4 POUDRE CANYONSANDSCAPE TEXTUREINTEGRALLY COLORED CONCRETE PAVEMENT 8" C-5 SIERRABROOM FINISHINTEGRALLY COLORED CONCRETE PAVEMENT 8" COLORADO HARDSCAPES COLORADO HARDSCAPES DAVIS COLORS PROMENADE PAVER (100 x 300 x 70mm) MATTONI PAVER (60 x 240 x 60mm) 70 mm OR APPROVED EQUAL ADJ. PAVEMENT ADJ. PAVEMENT ADJ. PAVER FIELD ADJ. PAVER FIELD CAROUSEL TABLE 'B' MANUFACTURER: LANDSCAPE FORMS MODEL: CAROUSEL DINING HEIGHT TABLE SEATS: 3 BACKED GRID SEATS TABLETOP: CATENA POWDERCOAT W/ UMBRELLA HOLE COLOR: TBD MOUNTING: SURFACE MOUNTED LANDSCAPE BENCH MANUFACTURER: LANDSCAPE FORMS MODEL: HARPO BENCH, BACKED W/ ARMS, 69", WIDE WOOD SLATS FRAME COLOR: TBD MOUNTING: SURFACE MOUNTED AD J P L A N T E R B E D CE No.: 11 / 1 8 / 2 0 2 5 9 : 5 4 : 0 0 P M Pl o t T i m e S t a m p : \\ C e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - L 2 . 0 1 S i t e P l a n O v e r v i e w . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 SCALE: 1"=50' SITE PLAN: OVERVIEW Site Plan: Overview L2.01 SYMBOLS LEGENDMATERIAL LEGEND DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. W D ROCK CREEK DRIVE SOUTHEAST COMMUNITY CENTER ~80,000 SF AREA 'A' AREA 'C' AR E A ' B ' AR E A ' A ' AREA 'C' AREA 'A'AREA 'B' AREA 'D' 9'6'9' 16 ' 26 . 4 5 ' 4. 0 0 ' 10.00' 10 . 0 0 ' 8.0 0 ' 8' 8'2' 42 . 2 5 ' 76.08' 8.4 4 ' 10.00' 8.00' R10 . 0 0 ' R10.00' R34 . 0 0 ' R9.00' R3 3 . 0 0 ' R35.0 0 ' R24. 0 0 ' R10 0 . 0 0 ' R25. 0 0 ' R25.00' R1 0 . 0 0 ' R8.0 0 ' R26 . 0 0 ' R15 . 0 0 ' R3 2 . 5 0 ' R59 . 0 5 ' R15. 0 0 ' R172.00' R132.00' 20 . 5 8 ' 28.08' 5.9 9 ' 3.7 9 ' 17.58' 27.42' 9.02' 5.03' 31.61' 5.08' 14. 2 8 ' 19 . 1 8 ' 5.19' R3' R5' R2'R3' 8. 9 4 ' 45.93' 29.74' 22.9 9 ' 27.83' 27 . 4 0 ' 25.51' 27.78' R42.00 ' R2 7 . 0 0 ' 1. 0 0 ' 25.9 5 ' 70 . 0 9 ' 38 . 6 2 ' 3.0 6 ' 5.61' 2.66' 2.9 1 ' 17.66' 9. 1 6 ' 37 . 0 0 ' 7.0 0 ' 10 . 7 8 ' 8.92' 1.5 0 ' 6.0 0 ' 9.00' CE No.: 11 / 1 8 / 2 0 2 5 9 : 5 6 : 2 2 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ C e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - L 2 . 0 7 S i t e L a y o u t P l a n A r e a A . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 SCALE: 1"=20' SITE LAYOUT PLAN: AREA A Site Layout Plan: Area A L2.07 W STOP ROCK CREEK DRIVE AREA 'B' AREA 'D' AR E A ' B ' AR E A ' A ' AREA 'C' AREA 'A'AREA 'B' AREA 'D' 22' 6' 19 . 5 4 ' 27 . 3 8 ' 61 . 0 8 ' 8' 8' 30' 36.33' 11.0 0 ' 45' 12 . 2 6 ' 27.16' 25.38' 8.08'4.00' 48 . 8 2 ' R15.00 ' R15.0 0 ' R240.00' R100.00' R2 5 . 0 0 ' R2 5 . 0 0 ' R8 8 . 0 0 ' R1 1 2 . 0 0 ' R5' R5' 9.63 ' 30.00' 12 . 4 6 ' 27 . 5 4 ' 14.49' 25.04' R1 5 . 5 0 ' 26.33' 26.00' 7.11' 7.04' R25.00 ' 24 . 0 0 ' 15 . 0 5 ' 84 . 0 2 ' 12 6 . 0 9 ' R140.00' CE No.: 11 / 1 8 / 2 0 2 5 9 : 5 6 : 4 6 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ C e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - L 2 . 0 8 S i t e L a y o u t P l a n A r e a B . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 SCALE: 1"=20' SITE LAYOUT PLAN: AREA B Site Layout Plan: Area B L2.08 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E D ZI E G L E R R O A D AREA 'A' AREA 'C' AREA 'C' AREA 'E' AREA 'C' AREA 'A'AREA 'B' AREA 'D' 12.00' 1' 18' 1' 10' 0.5' 10 . 0 0 ' 6.00' 28.00' 18.35' R15 . 0 0 ' R1 3 9 . 0 0 ' R1 6 1 . 0 2 ' R5 0 . 0 0 ' R25.0 0 ' R5 . 0 0 ' R5.0 0 ' R1 0 . 0 0 ' R25.00' R18 6 . 0 0 ' R16 2 . 0 0 ' R2 5 . 0 0 ' R15.00' R1 0 . 0 0 ' R15.0 0 ' R1 5 . 0 0 ' R15.0 0 ' R1 5 . 0 0 ' R1 1 2 . 0 0 ' R8 8 . 0 0 ' R25.00' R120.0 0 ' R205.0 0 ' R205.00' R1 7 . 0 0 ' R2 5 . 0 0 ' R1 0 . 0 0 ' R2 5 . 0 0 ' R2 6 . 0 0 ' R7.50' R20.00' R1 5 . 0 0 ' R16.00' R20.00' R49 . 1 8 ' R25.50 ' R25. 0 0 ' R25 . 0 0 ' R35. 0 0 ' R15 . 0 0 ' R27 . 0 0 ' R2 5 . 0 0 ' R132.00' R25.00' R25.00 ' R172.00 ' R25.0 0 ' R45.00' R4 0 . 0 0 ' R25.0 0 ' R10 0 . 0 0 ' 6.00' 10 . 5 0 ' 14.06' 6.00' 63 . 7 0 ' 11 . 2 0 ' 3.00' 16.21' 3.00' 18.00' 24.00' 18.00' 18.00' 24.00' 10. 0 0 ' 21. 0 0 ' 23. 0 0 ' 21 . 0 0 ' 9.0 0 ' 9.0 0 ' 18.50' R6 0 . 0 0 ' R5' R5' R5' R5' R4.5' R4.5' R4.5' R4.5' R4.5' R4.5' 18.00' 18.00' 24.00' 18.00' R4' R105.00' 24 . 0 0 ' 63 . 0 0 ' 81 . 0 0 ' R10.00' R1 1 9 . 0 0 ' R1 3 8 . 0 0 ' R5 0 . 0 0 ' 42 . 8 8 ' 12.72' 41 . 9 6 ' 11.43' 32.43' 6.00' R25 . 0 0 ' 39.49' 11 1 . 1 8 ' 28 . 8 2 ' R5' 49.38' 8. 0 0 ' 12 . 0 0 ' R5' 5'R 5'R 3'R 4'R 5'R 30.56' 35 . 1 6 ' 4'R 5'R 16 . 1 0 ' 3.83' 11 . 4 4 ' 12.68' 3.5'R 4'R 6.00' 6. 1 2 ' 13.39' 15'R 53.10' 21 . 6 2 ' 123.00 ' R5 . 0 0 ' 8'R 30 . 0 0 ' 8'R 69' 38' 11 . 6 1 ' 19 . 2 9 ' 10 . 1 5 ' 8.71' 7.53' 13.34' 24 . 0 0 ' 14 . 4 3 ' 14 . 0 4 ' 24 . 0 0 ' 13 . 9 6 ' 17'R 24.53' R39.81' 31 . 5 8 ' 21 . 2 2 ' 20 . 8 7 ' 19 . 9 2 ' 8. 8 9 ' 5'R 19 . 3 4 ' 15.95' 29 . 5 7 ' 4.9 2 ' 8.9 0 ' 5.4 8 ' 5'R 5'R 24.05' 17.24' 12.00' 3'R 3'R 25'R 34 . 3 1 ' 14 . 6 9 ' 15'R 18.26' 8.00'6.06' 15'R 60 . 5 7 ' 73.59' 11 . 4 3 ' R12 . 5 1 ' SCALE: 1"=20' SITE LAYOUT PLAN: AREA C Site Layout Plan: Area C L2.09 CE No.: 11 / 1 8 / 2 0 2 5 9 : 5 7 : 0 6 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ C e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - L 2 . 0 9 S i t e L a y o u t P l a n A r e a C . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 AREA 'B' AREA 'D' AREA 'D' AREA 'E' AREA 'C' AREA 'A'AREA 'B' AREA 'D' R15. 0 0 ' R2 8 0 . 0 0 ' R2 1 9 . 0 0 ' R5 . 0 0 ' R15 . 0 0 ' R5.0 0 ' R195.0 0 ' R195.0 0 ' R205.0 0 ' R205.00' R39.00' R4 8 . 0 0 ' R316.45' R4 0 . 0 0 ' R35. 0 0 ' 6.00' 8. 0 0 ' 10 . 0 0 ' 5'R 5'R 4'R 19 . 0 0 ' 24 . 0 0 ' 18 . 0 0 ' 5.30'30.35' 5'R 5.00' 5'R 15.51' 1.9 1 ' 5.0 0 ' 12 6 . 0 0 ' 39 . 0 0 ' 5'R 4.5'R R105.00' 90 . 4 5 ' 9.0 0 ' 81 . 0 0 ' 18 . 0 0 ' 5'R 15'R 5'R 15'R 8.04' 8.04' 18.00' 18.00' 6.0 0 ' 59 . 5 4 ' 18.00' 24.00' 18.00' 6.11' 135.11 ' 15'R 19.58' 15'R 15'R 5'R 9. 5 1 ' CE No.: 11 / 1 8 / 2 0 2 5 9 : 5 7 : 2 8 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ C e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - L 2 . 1 0 S i t e L a y o u t P l a n A r e a D . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 SCALE: 1"=20' SITE LAYOUT PLAN: AREA D Site Layout Plan: Area D L2.10 AREA 'C' AREA 'E' AREA 'D' AREA 'E' R34.00' R64 . 0 0 ' R4 . 5 0 ' R25 . 0 0 ' R44.00' R5.0 0 ' R5 . 0 0 ' R39 . 0 0 ' R1 5 . 0 0 ' R5.00' R5. 0 0 ' R15.00' R1 5 . 0 0 ' R5.00' R25 . 0 0 ' R120.00' R120.00 ' 6.00' 10'R10'R 49 . 4 6 ' 93 . 6 6 ' 10.00' 6. 0 0 ' 124.85' 10.00'6.00'10.00' 193.68' 37 . 9 7 ' 18.00' 81.00' 9.00' 81.00' 18.15' 24 . 0 0 ' 15.58' 5'R 46.11'CE No.: 11 / 1 8 / 2 0 2 5 9 : 5 7 : 4 8 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ C e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - L 2 . 1 1 S i t e L a y o u t P l a n A r e a E . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 SCALE: 1"=20' SITE LAYOUT PLAN: AREA E Site Layout Plan: Area E L2.11 MH MH MH MH MH MH MH MH MH MH S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S D D S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS STOP MB D D PROPOSED BUILDING ZI E G L E R R O A D ROCK CREEK DRIVE PROPOSED DETENTION BASIN PROPOSED RAIN GARDEN C3.01 C3.02 C3.03 C3.04 C3.05 PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED 5' TYPE R CURB INLET PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED FES PROPOSED FES PROPOSED FES PROPOSED STORM SEWER EXISTING 48" STORM SEWER MANHOLE EXISTING 24" RCP STORM SEWER EXISTING 24" RCP STORM SEWER PROPOSED 5' TYPE R CURB INLET PROPOSED ROOF DRAIN 492 2 49 2 3 49 2 0 4921 4921 49 1 5 49 1 8 49 1 6 4920 4922 49 2 1 49 2 0 49 1 6 4915 4917 4919 4916 4918 49 1 7 49 1 449124914 4916 4914 4917 49 1 9 492 0 49 1 8 4919 4920 4921 49 2 2 49 2 3 49 2 4 49 1 9 4919 4920 4921 4918 4919 492 0 4921 49 1 5 4916 4917 49 1 8 491 9 49 2 0 49 2 1 491 6 49 1 7 49 1 8 49 1 9 49 2 0 49 2 1 49 2 2 49 1 4 49 1 4 49 1 5 49 1 5 49 1 6 49 1 6 491 7 49 1 7 49 1 8 49 1 8 491 8 491 9 49 2 0 49 2 1 PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED PERFORATED STORM DRAIN PROPOSED RAIN GARDEN OVERFLOW AREA INLET PROPOSED FES PROPOSED STORM SEWER FF = 4923.0' FF = 4921.5' PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER DRAIN BASIN PROPOSED ROOF DRAIN PROPOSED ROOF DRAIN PROPOSED STORM SEWER DRAIN BASIN PROPOSED STORM SEWER DRAIN BASIN CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 3 : 4 1 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 0 - G r a d i n g . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Overall Grading Plan C3.00 PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND GRADING NOTES 1.THE PROPOSED CONTOURS REPRESENT TOP OF SLAB, FLOWLINE, OR TOP OF SIDEWALK IN PAVEMENT. IN ALL OTHER AREAS, THEY REPRESENT THE FINISHED GROUND SURFACE. THE CONTRACTOR SHALL LEAVE THE SITE AT SUBGRADE ELEVATIONS IN PARKING LOT AND BUILDING AREAS. 2.CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION. 3.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY GRADING WILL TAKE PLACE BEYOND THE PROPERTY LINE. 5.ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF GRADING PRIOR TO PLACEMENT OF FILL MATERIAL AND REDISTRIBUTED WITH THE TOPSOIL. A STRIPPING DEPTH OF 6" IS ANTICIPATED ON THIS SITE. 6.SUFFICIENT TOPSOIL SHOULD BE SALVAGED AND STOCKPILED BY THE CONTRACTOR FOR RE-SPREADING IN PERMANENT PLANTING AREAS, INCLUDING PARKING LOT ISLANDS AND GREEN SPACES. 7.TOPSOIL SALVAGED AS PART OF THE EXCAVATION SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES OVER ALL AREAS DISTURBED BY THE WORK. LARGE STONES, STICKS AND LUMPS SHALL BE REMOVED OR BROKEN UP, AND THE TOPSOIL SHALL BE LEVELED AND RAKED TO MATCH ADJACENT GRADES, READY FOR SEEDING. ANY ROCK OR SAND FROM PAVING ACTIVITIES SHALL BE REMOVED PRIOR TO PLACEMENT OF TOPSOIL. ALL EXCESS SOILS, NOT RE-SPREAD WITHIN THE PROJECT LIMITS, SHALL BE REMOVED BY THE CONTRACTOR. 8.CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING FOR ALL NATURAL AND PAVED AREAS. 10.AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL REMOVE ANY EXCESS EXCAVATION FROM THE SITE. 11.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TO COMMENCING CONSTRUCTION. 12.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES, IF NECESSARY. 13.ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER. 14.ONCE STRIPPING AND REMOVAL OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROOFROLL THE AREAS TO RECEIVE STRUCTURAL FILL. THE CONTRACTOR SHALL INFORM THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING OF PROOFROLLING. THE GEOTECHNICAL ENGINEER SHALL WITNESS ALL PROOFROLLING. 15.FULL TIME OBSERVATION AND TESTING BY A QUALIFIED TESTING LAB OR PROFESSIONAL GEOTECHNICAL ENGINEER SHALL OCCUR TO MONITOR SITE STRIPPING, REMOVAL OF EXISTING FILL/BACKFILL IN THE BUILDING AREA (UNSUITABLE MATERIALS) AND PROOFROLLING AND FILL PLACEMENT. 16.CITY OF FORT COLLINS STORMWATER STAFF MAY DIRECT THE OWNER/OPERATOR TO INSTALL ADDITIONAL BMPS, REPAIR EXISTING BMPS, OR CLEAN DISCHARGES THAT HAVE BEEN TRANSPORTED OFFSITE IF EXISTING BMPS FAIL AND RESULT IN AN ILLICIT DISCHARGE TO THE CITY'S STORMWATER SYSTEM. 17.INSPECTION OF ALL EROSION CONTROL AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. 18.STORM DRAIN INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER UNTIL FINAL STABILIZATION IS COMPLETE. ITEM UNIT QUANTITY CUT CY 7405 FILL CY 26642 NET CY 19237 EARTHWORK FLOWLINE SCALE: 1" = 50' OVERALL GRADING PLAN 0'25'50'100' MH S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S D PROPOSED BUILDING FF = 4923.0' ZI E G L E R R O A D ROCK CREEK DRIVE 492 2 49 2 3 4919 4920 4921 49 2 2 49 2 3 49 2 4 4920 4921 PROPOSED HP STORM SEWER (TYP.) PROPOSED ADS DRAIN BASIN (TYP.) PROPOSED ADS DRAIN BASIN (TYP.) -2 . 3 1 % -1.9 4 % -2.98% RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED LANDSCAPE WALL / CONCRETE EDGER WITH DECORATIVE FENCE (TYP.) 4922.20 4923.00 4922.56 4922.85 4923.00 4923.00 4923.00 4923.00 4922.66 4922.50 4922.57 4921.28 4922.49 4922.61 4922.55 4922.55 4922.83 4922.56 4922.09 4922.40 4923.00 4921.39 4921.61 4921.76 4921.51 4920.97 4921.99 4922.244922.39 4922.28 4921.94 4923.36 4922.92 4924.50 4922.73 4922.50 4922.36 4922.67 4923.00 4922.05 4921.40 4922.39 4922.27 4922.86 4923.54 4923.95 4923.78 4921.39 4923.00 4924.50 4924.50 4924.50 4920.50 4923.30 INSTALL APPROX. 30 LF OF DRIVE-OVER CURB & GUTTER BEGIN CURB & GUTTER CONNECT TO EXISTING END CURB & GUTTER CONNECT TO EXISTING 4921.39 4921.30 4921.50 4923.00 4921.25 4923.53 4924.03 4923.60 4924.09 4921.35 4921.32 4921.26 4921.23 4921.274921.29 4923.81 4923.87 4923.60 4923.00 4923.00 4923.00 4921.50 4922.91 4922.95 4922.16 4922.33 4921.48 4921.45 4922.43 4922.41 4922.33 4922.58 4922.66 4922.56 4921.89 4922.19 4921.97 4921.95 4921.92 4921.94 4922.00 4922.12 4922.31 4922.40 4922.46 4922.51 4922.54 4922.70 4922.70 4922.53 4922.45 4922.39 4922.30 3 RISERS AT 0.5' RISE EACH. RE: LA SHEETS FOR DETAILS IN THIS AREA. 4922.90 4923.90 4924.25 TW = 4923.7 BW = 4922.0 TW = 4923.1 BW = 4921.8 TW = 4921.8 BW = 4921.8 FG = 4921.8 FG = 4922.0 TW = 4923.2 BW = 4921.6 TW = 4922.8 BW = 4921.7 TW = 4922.6 BW = 4922.0 PROPOSED EMERGENCY ACCESS DRIVE CONNECT TO EXISTING SIDEWALK 4921 49 2 1 -3.30% CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 3 : 4 6 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 0 - G r a d i n g . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Detailed Grading Plan C3.01 PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND GRADING NOTES FLOWLINE MA T C H L I N E - S E E S H E E T C 3 . 0 2 MATCHLINE - SEE SHEET C3.03 MH PROPOSED STORM INLET PROPOSED STORM LINE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE 1.THE PROPOSED CONTOURS REPRESENT TOP OF SLAB, FLOWLINE, OR TOP OF SIDEWALK IN PAVEMENT. IN ALL OTHER AREAS, THEY REPRESENT THE FINISHED GROUND SURFACE. THE CONTRACTOR SHALL LEAVE THE SITE AT SUBGRADE ELEVATIONS IN PARKING LOT AND BUILDING AREAS. 2.CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION. 3.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY GRADING WILL TAKE PLACE BEYOND THE PROPERTY LINE EXCEPT AS SHOWN ON THESE PLANS. 5.ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF GRADING PRIOR TO PLACEMENT OF FILL MATERIAL AND REDISTRIBUTED WITH THE TOPSOIL. A STRIPPING DEPTH OF 6" IS ANTICIPATED ON THIS SITE. 6.SUFFICIENT TOPSOIL SHOULD BE SALVAGED AND STOCKPILED BY THE CONTRACTOR FOR RE-SPREADING IN PERMANENT PLANTING AREAS, INCLUDING PARKING LOT ISLANDS AND GREEN SPACES. 7.TOPSOIL SALVAGED AS PART OF THE EXCAVATION SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES OVER ALL AREAS DISTURBED BY THE WORK. LARGE STONES, STICKS AND LUMPS SHALL BE REMOVED OR BROKEN UP, AND THE TOPSOIL SHALL BE LEVELED AND RAKED TO MATCH ADJACENT GRADES, READY FOR SEEDING. ANY ROCK OR SAND FROM PAVING ACTIVITIES SHALL BE REMOVED PRIOR TO PLACEMENT OF TOPSOIL. ALL EXCESS SOILS, NOT RE-SPREAD WITHIN THE PROJECT LIMITS, SHALL BE REMOVED BY THE CONTRACTOR. 8.CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING FOR ALL NATURAL AND PAVED AREAS. 10.AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL REMOVE ANY EXCESS EXCAVATION FROM THE SITE. 11.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TO COMMENCING CONSTRUCTION. 12.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES, IF NECESSARY. 13.ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER. 14.ONCE STRIPPING AND REMOVAL OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROOFROLL THE AREAS TO RECEIVE STRUCTURAL FILL. THE CONTRACTOR SHALL INFORM THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING OF PROOFROLLING. THE GEOTECHNICAL ENGINEER SHALL WITNESS ALL PROOFROLLING. 15.FULL TIME OBSERVATION AND TESTING BY A QUALIFIED TESTING LAB OR PROFESSIONAL GEOTECHNICAL ENGINEER SHALL OCCUR TO MONITOR SITE STRIPPING, REMOVAL OF EXISTING FILL/BACKFILL IN THE BUILDING AREA (UNSUITABLE MATERIALS) AND PROOFROLLING AND FILL PLACEMENT. 16.CITY OF FORT COLLINS STORMWATER STAFF MAY DIRECT THE OWNER/OPERATOR TO INSTALL ADDITIONAL BMPS, REPAIR EXISTING BMPS, OR CLEAN DISCHARGES THAT HAVE BEEN TRANSPORTED OFFSITE IF EXISTING BMPS FAIL AND RESULT IN AN ILLICIT DISCHARGE TO THE CITY'S STORMWATER SYSTEM. 17.INSPECTION OF ALL EROSION CONTROL AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. 18.STORM DRAIN INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER UNTIL FINAL STABILIZATION IS COMPLETE. SCALE: 1" = 20' DETAILED GRADING PLAN 0'10'20'40' OUTFALL CURB MH MH MH MH STOP PROPOSED BUILDING FF = 4925.0' -1.71 % -2 . 1 2 % -1.99% PROPOSED HP STORM SEWER (TYP.) C C 49 2 0 4921 49 1 9 4919 4920 4921 4918 4919 492 0 4921 PROPOSED ROOF DRAIN PROPOSED HP STORM SEWER (TYP.) ROCK CREEK DRIVE -3.2 2 % -0 . 0 5 % -1.05% PROPERTY LINE RIGHT-OF-WAY LINE TRASH ENCLOSURE PROPOSED SIDEWALK MATCH EXISTING CURB & GUTTER ELEVATIONS TIE INTO EXISTING ROAD AND CONTRACTOR TO VERIFY POSITIVE DRAINAGE PROPOSED RETAINING WALL WITH FENCE PROPOSED SIDEWALK PROPOSED SIDEWALK 4923.00 4921.50 4921.50 4921.50 4921.00 4920.32 4921.00 4921.00 4919.59 4920.04 4921.00 4920.95 4920.97 4920.32 4920.96 4921.00 4920.34 4920.46 4920.80 4921.17 4920.21 4922.50 4922.57 4921.28 4922.49 4921.50 4921.50 4921.39 4921.50 4920.61 4921.00 4920.21 4921.50 4920.84 4921.50 4921.39 4921.50 4921.50 4919.41 4919.08 4918.37 4920.66 4921.52 4920.35 4921.40 4921.36 4921.50 4921.50 4919.50 4920.16 4920.07 4921.22 4921.234920.51 4920.26 4921.03 4920.79 4920.11 4921.44 CONNECT INTO EXISTING SIDEWALK MATCH EXISTING GRADES PROPOSED ADA RAMP WITH TRUNCATED DOMES TW = 4921.0 BW = 4920.7 4921.39 4921.30 PROPOSED SIDEWALK 4921.50 4920.40 4920.75 4920.83 4920.60 4920.60 4921.29 4921.50 4921.35 4921.26 4921.23 4921.27 4921.50 4921.48 4921.45 4922.43 4922.41 4922.33 4920.84 4920.89 4921.114920.96 4920.90 4921.41 4920.56 4920.75 4920.26 4920.50 TW = 4921.0 BW = 4920.0 TW = 4921.0 BW = 4919.6 TW = 4921.0 BW = 4919.0 CONNECT TO EXISTING SIDEWALK MATCH GRADE AT EXISTING EASEMENT LINE SEE SHEET C3.06 FOR DETAILED POOL DECK GRADING AND TRENCH DRAIN DESIGN 4921.36 4921.23 4921.36 4921.36 4920.77 PROPOSED ADS DRAIN BASIN (TYP.) -5.1 4 % 49 2 1 492 0 492 1 4921 -3.30% CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 3 : 4 9 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 0 - G r a d i n g . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Detailed Grading Plan C3.02 PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND GRADING NOTES FLOWLINE MA T C H L I N E - S E E S H E E T C 3 . 0 1 MATCHLINE - SEE SHEET C3.04 MH PROPOSED STORM INLET PROPOSED STORM LINE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE 1.THE PROPOSED CONTOURS REPRESENT TOP OF SLAB, FLOWLINE, OR TOP OF SIDEWALK IN PAVEMENT. IN ALL OTHER AREAS, THEY REPRESENT THE FINISHED GROUND SURFACE. THE CONTRACTOR SHALL LEAVE THE SITE AT SUBGRADE ELEVATIONS IN PARKING LOT AND BUILDING AREAS. 2.CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION. 3.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY GRADING WILL TAKE PLACE BEYOND THE PROPERTY LINE EXCEPT AS SHOWN ON THESE PLANS. 5.ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF GRADING PRIOR TO PLACEMENT OF FILL MATERIAL AND REDISTRIBUTED WITH THE TOPSOIL. A STRIPPING DEPTH OF 6" IS ANTICIPATED ON THIS SITE. 6.SUFFICIENT TOPSOIL SHOULD BE SALVAGED AND STOCKPILED BY THE CONTRACTOR FOR RE-SPREADING IN PERMANENT PLANTING AREAS, INCLUDING PARKING LOT ISLANDS AND GREEN SPACES. 7.TOPSOIL SALVAGED AS PART OF THE EXCAVATION SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES OVER ALL AREAS DISTURBED BY THE WORK. LARGE STONES, STICKS AND LUMPS SHALL BE REMOVED OR BROKEN UP, AND THE TOPSOIL SHALL BE LEVELED AND RAKED TO MATCH ADJACENT GRADES, READY FOR SEEDING. ANY ROCK OR SAND FROM PAVING ACTIVITIES SHALL BE REMOVED PRIOR TO PLACEMENT OF TOPSOIL. ALL EXCESS SOILS, NOT RE-SPREAD WITHIN THE PROJECT LIMITS, SHALL BE REMOVED BY THE CONTRACTOR. 8.CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING FOR ALL NATURAL AND PAVED AREAS. 10.AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL REMOVE ANY EXCESS EXCAVATION FROM THE SITE. 11.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TO COMMENCING CONSTRUCTION. 12.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES, IF NECESSARY. 13.ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER. 14.ONCE STRIPPING AND REMOVAL OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROOFROLL THE AREAS TO RECEIVE STRUCTURAL FILL. THE CONTRACTOR SHALL INFORM THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING OF PROOFROLLING. THE GEOTECHNICAL ENGINEER SHALL WITNESS ALL PROOFROLLING. 15.FULL TIME OBSERVATION AND TESTING BY A QUALIFIED TESTING LAB OR PROFESSIONAL GEOTECHNICAL ENGINEER SHALL OCCUR TO MONITOR SITE STRIPPING, REMOVAL OF EXISTING FILL/BACKFILL IN THE BUILDING AREA (UNSUITABLE MATERIALS) AND PROOFROLLING AND FILL PLACEMENT. 16.CITY OF FORT COLLINS STORMWATER STAFF MAY DIRECT THE OWNER/OPERATOR TO INSTALL ADDITIONAL BMPS, REPAIR EXISTING BMPS, OR CLEAN DISCHARGES THAT HAVE BEEN TRANSPORTED OFFSITE IF EXISTING BMPS FAIL AND RESULT IN AN ILLICIT DISCHARGE TO THE CITY'S STORMWATER SYSTEM. 17.INSPECTION OF ALL EROSION CONTROL AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. 18.STORM DRAIN INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER UNTIL FINAL STABILIZATION IS COMPLETE. SCALE: 1" = 20' DETAILED GRADING PLAN 0'10'20'40' OUTFALL CURB S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E MB D PROPOSED BUILDING FF = 4923.0' -2.0 1 % -1.41% -2 . 0 3 % -1.38% -1.9 0 % -1.81% -1.68% -1.75 % -2.14% -1 . 8 7 % -2 . 1 1 % PROPOSED HP STORM SEWER (TYP.) A A 49 1 8 49 1 6 4920 4922 49 2 1 49 1 9 492 0 4919 49 1 5 4916 491 7 49 1 8 491 9 49 2 0 49 2 1 491 6 49 1 7 49 1 8 49 1 9 49 2 0 49 2 1 49 2 2 ZI E G L E R R O A D 2' CONCRETE PAN (TYP.) 6' GRAVEL PATH (TYP.) -8 . 7 9 % -2.38% RIGHT-OF-WAY LINE PROPOSED DETENTION BASIN PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED ASPHALT PARKING LOT 4922.39 4924.50 4922.59 4923.00 4922.56 4922.85 4921.00 4917.77 4917.77 4919.82 4919.47 4919.36 4919.40 4919.55 4919.44 4919.90 4920.73 4920.26 4920.39 4920.31 4920.34 4920.97 4921.25 4921.11 4920.88 4920.61 4921.71 4923.94 4923.45 4923.30 4922.72 4923.064922.77 4922.81 4922.83 4922.89 4923.01 4922.54 4923.06 4918.87 4918.97 4918.92 4919.40 4919.32 4919.06 4919.68 4919.60 4919.49 4920.55 4920.764920.88 4920.82 4920.73 4920.69 4920.02 4920.07 4920.21 4920.25 4920.25 4920.44 4919.77 4919.48 4919.48 4919.77 4918.98 4918.85 4918.55 4918.49 4918.47 4918.64 4919.44 4919.41 4919.23 4918.61 4918.73 4919.29 4920.20 4920.20 4920.13 4920.13 4922.95 4922.97 4923.13 4923.42 4923.56 4924.10 4923.75 4923.62 4923.79 4922.65 4921.25 4921.58 4922.20 4921.47 4921.46 4920.55 4920.77 4921.35 4920.83 4921.71 4921.61 4921.49 4920.69 4920.814920.91 4919.06 4918.71 4918.85 4922.48 4923.00 4922.50 4922.57 4921.28 4922.49 4922.61 4922.55 4922.55 4922.83 4922.56 4922.09 4922.40 4923.00 4923.54 4923.424923.36 4922.57 4923.00 4922.91 4922.07 4921.94 4922.19 4921.98 4921.69 4921.41 4921.34 4921.85 4921.68 4921.89 4921.56 4921.96 4922.15 4922.32 4922.02 4921.39 4921.49 4920.87 4920.42 4921.80 4921.94 4920.89 4920.31 4919.23 4919.86 4921.65 4921.87 4921.20 4920.25 4920.14 4921.17 4922.26 4922.67 4922.39 4920.89 4920.80 4920.67 4921.17 4921.19 4920.81 4919.20 4919.58 4919.58 4919.55 4919.55 4919.60 4919.60 4919.894919.88 4919.13 4919.19 4919.16 4917.91 4921.23 4921.02 4920.31 4920.46 4920.15 4920.00 4920.37 4920.37 4920.11 4919.84 4919.41 4919.66 4918.90 PROPOSED LANDSCAPE WALL (TYP.) RE: LANDSCAPE SHEETS FOR DETAILS 4923.60 4921.50 4922.16 4922.33 4921.48 4921.45 4922.43 4922.41 4922.33 4922.58 4922.66 4922.56 4921.13 4919.07 4920.24 4921.87 4921.99 4922.17 4921.65 4922.20 4921.54 4921.51 4922.24 4921.864922.21 4922.78 4920.36 4921.59 4921.56 4919.45 DESIGN SHOWN FOR FUTURE PARKING. CONTRACTOR TO PROVIDE ROUGH GRADING. RE: SITE PLAN FOR FUTURE PARKING AREAS. 4:1 MAXIMUM SLOPE (TYP.) 4921.25 RAMP UP TO RAISED SIDEWALK 4922.90 4922.96 4922.69 4922.80 4922.80 4922.57 4924.11 4924.09 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 3 : 5 3 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 0 - G r a d i n g . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Detailed Grading Plan C3.03 PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND GRADING NOTES FLOWLINE MA T C H L I N E - S E E S H E E T C 3 . 0 4 MATCHLINE - SEE SHEET C3.05 MATCHLINE - SEE SHEET C3.01 MH PROPOSED STORM INLET PROPOSED STORM LINE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE 1.THE PROPOSED CONTOURS REPRESENT TOP OF SLAB, FLOWLINE, OR TOP OF SIDEWALK IN PAVEMENT. IN ALL OTHER AREAS, THEY REPRESENT THE FINISHED GROUND SURFACE. THE CONTRACTOR SHALL LEAVE THE SITE AT SUBGRADE ELEVATIONS IN PARKING LOT AND BUILDING AREAS. 2.CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION. 3.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY GRADING WILL TAKE PLACE BEYOND THE PROPERTY LINE EXCEPT AS SHOWN ON THESE PLANS. 5.ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF GRADING PRIOR TO PLACEMENT OF FILL MATERIAL AND REDISTRIBUTED WITH THE TOPSOIL. A STRIPPING DEPTH OF 6" IS ANTICIPATED ON THIS SITE. 6.SUFFICIENT TOPSOIL SHOULD BE SALVAGED AND STOCKPILED BY THE CONTRACTOR FOR RE-SPREADING IN PERMANENT PLANTING AREAS, INCLUDING PARKING LOT ISLANDS AND GREEN SPACES. 7.TOPSOIL SALVAGED AS PART OF THE EXCAVATION SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES OVER ALL AREAS DISTURBED BY THE WORK. LARGE STONES, STICKS AND LUMPS SHALL BE REMOVED OR BROKEN UP, AND THE TOPSOIL SHALL BE LEVELED AND RAKED TO MATCH ADJACENT GRADES, READY FOR SEEDING. ANY ROCK OR SAND FROM PAVING ACTIVITIES SHALL BE REMOVED PRIOR TO PLACEMENT OF TOPSOIL. ALL EXCESS SOILS, NOT RE-SPREAD WITHIN THE PROJECT LIMITS, SHALL BE REMOVED BY THE CONTRACTOR. 8.CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING FOR ALL NATURAL AND PAVED AREAS. 10.AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL REMOVE ANY EXCESS EXCAVATION FROM THE SITE. 11.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TO COMMENCING CONSTRUCTION. 12.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES, IF NECESSARY. 13.ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER. 14.ONCE STRIPPING AND REMOVAL OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROOFROLL THE AREAS TO RECEIVE STRUCTURAL FILL. THE CONTRACTOR SHALL INFORM THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING OF PROOFROLLING. THE GEOTECHNICAL ENGINEER SHALL WITNESS ALL PROOFROLLING. 15.FULL TIME OBSERVATION AND TESTING BY A QUALIFIED TESTING LAB OR PROFESSIONAL GEOTECHNICAL ENGINEER SHALL OCCUR TO MONITOR SITE STRIPPING, REMOVAL OF EXISTING FILL/BACKFILL IN THE BUILDING AREA (UNSUITABLE MATERIALS) AND PROOFROLLING AND FILL PLACEMENT. 16.CITY OF FORT COLLINS STORMWATER STAFF MAY DIRECT THE OWNER/OPERATOR TO INSTALL ADDITIONAL BMPS, REPAIR EXISTING BMPS, OR CLEAN DISCHARGES THAT HAVE BEEN TRANSPORTED OFFSITE IF EXISTING BMPS FAIL AND RESULT IN AN ILLICIT DISCHARGE TO THE CITY'S STORMWATER SYSTEM. 17.INSPECTION OF ALL EROSION CONTROL AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. 18.STORM DRAIN INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER UNTIL FINAL STABILIZATION IS COMPLETE. SCALE: 1" = 20' DETAILED GRADING PLAN 0'10'20'40' OUTFALL CURB MH MH MH MH MH MH PROPOSED BUILDING FF = 4925.0' -1.96 % -1.81% -1.68% -1.76% -1.74% -1.40 % -2.42 % PROPOSED HP STORM SEWER (TYP.) PROPOSED HP STORM SEWER (TYP.) 4921 4916 49 1 9 49 1 8 PROPOSED HP STORM SEWER (TYP.) -2. 2 2 % PROPERTY LINE PROPERTY LINE PROPERTY LINE TIE INTO EXISTING ROAD AND CONTRACTOR TO VERIFY POSITIVE DRAINAGE 2' CONCRETE PAN (TYP.) PROPOSED SIDEWALK MATCH EXISTING CURB & GUTTER ELEVATIONS 2' CONCRETE CHASE PROPOSED ASPHALT PARKING LOT PROPOSED SIDEWALK 4921.00 4916.49 4916.16 4916.54 4916.22 4916.60 4915.90 4915.91 4915.73 4915.734915.98 4915.85 4916.35 4918.26 4918.26 4918.26 4918.26 4918.35 4918.34 4918.45 4918.31 4918.80 4918.17 4917.68 4917.82 4917.66 4917.49 4917.28 4917.26 4917.34 4917.80 4917.53 4917.27 4917.17 4917.14 4917.12 4917.08 4917.03 4917.77 4917.77 4918.87 4918.81 4918.76 4918.70 4918.14 4918.00 4917.90 4917.68 4917.58 4917.83 4917.93 4918.09 4918.87 4918.97 4918.92 4919.32 4918.89 4919.06 4919.48 4919.48 4918.98 4918.85 4918.55 4918.49 4918.47 4918.64 4920.77 4919.16 4919.35 4917.19 4919.06 4918.71 4918.85 4915.65 4922.50 4922.57 4921.28 4918.37 4920.87 4920.42 4921.80 4921.94 4920.89 4920.31 4919.23 4919.86 4920.25 4919.20 4919.58 4919.58 4919.55 4919.55 4919.60 4919.60 4919.894919.88 4918.15 4918.12 4918.32 4918.33 4918.77 4918.78 4919.13 4919.13 4919.19 4919.16 4919.19 4919.16 4918.64 4920.11 4919.47 4917.82 4917.37 4916.24 4916.89 4916.81 4916.07 4917.82 4917.97 4917.91 4915.31 4918.78 4919.41 4918.90 TW = 4920.7 BW = 4916.7 TW = 4920.7 BW = 4918.0 TW = 4920.7 BW = 4919.0 TW = 4920.6 BW = 4920.6 4921.50 4921.48 4921.45 4922.43 4922.41 4922.33 TW = 4921.0 BW = 4919.0 4921.50 4921.13 PROPOSED LANDSCAPE WALL. REF: LANDSCAPE SHEETS FOR DETAILS 4919.07 4920.24 4919.82 4916.10 4921.87 4919.95 4919.03 4918.57 4918.90 PROPOSED ADS DRAIN BASIN (TYP.) 4919.45 DESIGN SHOWN FOR FUTURE PARKING. CONTRACTOR TO PROVIDE ROUGH GRADING. RE: SITE PLAN FOR FUTURE PARKING AREAS. TW = 4920.7 BW = 4920.1 TW = 4920.7 BW = 4919.5 TW = 4920.7 BW = 4917.5 RAMP UP TO RAISED SIDEWALK 4921.11 4918.09 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 3 : 5 6 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 0 - G r a d i n g . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Detailed Grading Plan C3.04 PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND GRADING NOTES FLOWLINE MA T C H L I N E - S E E S H E E T C 3 . 0 3 MATCHLINE - SEE SHEET C3.05 MATCHLINE - SEE SHEET C3.02 MH PROPOSED STORM INLET PROPOSED STORM LINE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE 1.THE PROPOSED CONTOURS REPRESENT TOP OF SLAB, FLOWLINE, OR TOP OF SIDEWALK IN PAVEMENT. IN ALL OTHER AREAS, THEY REPRESENT THE FINISHED GROUND SURFACE. THE CONTRACTOR SHALL LEAVE THE SITE AT SUBGRADE ELEVATIONS IN PARKING LOT AND BUILDING AREAS. 2.CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION. 3.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY GRADING WILL TAKE PLACE BEYOND THE PROPERTY LINE EXCEPT AS SHOWN ON THESE PLANS. 5.ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF GRADING PRIOR TO PLACEMENT OF FILL MATERIAL AND REDISTRIBUTED WITH THE TOPSOIL. A STRIPPING DEPTH OF 6" IS ANTICIPATED ON THIS SITE. 6.SUFFICIENT TOPSOIL SHOULD BE SALVAGED AND STOCKPILED BY THE CONTRACTOR FOR RE-SPREADING IN PERMANENT PLANTING AREAS, INCLUDING PARKING LOT ISLANDS AND GREEN SPACES. 7.TOPSOIL SALVAGED AS PART OF THE EXCAVATION SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES OVER ALL AREAS DISTURBED BY THE WORK. LARGE STONES, STICKS AND LUMPS SHALL BE REMOVED OR BROKEN UP, AND THE TOPSOIL SHALL BE LEVELED AND RAKED TO MATCH ADJACENT GRADES, READY FOR SEEDING. ANY ROCK OR SAND FROM PAVING ACTIVITIES SHALL BE REMOVED PRIOR TO PLACEMENT OF TOPSOIL. ALL EXCESS SOILS, NOT RE-SPREAD WITHIN THE PROJECT LIMITS, SHALL BE REMOVED BY THE CONTRACTOR. 8.CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING FOR ALL NATURAL AND PAVED AREAS. 10.AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL REMOVE ANY EXCESS EXCAVATION FROM THE SITE. 11.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TO COMMENCING CONSTRUCTION. 12.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES, IF NECESSARY. 13.ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER. 14.ONCE STRIPPING AND REMOVAL OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROOFROLL THE AREAS TO RECEIVE STRUCTURAL FILL. THE CONTRACTOR SHALL INFORM THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING OF PROOFROLLING. THE GEOTECHNICAL ENGINEER SHALL WITNESS ALL PROOFROLLING. 15.FULL TIME OBSERVATION AND TESTING BY A QUALIFIED TESTING LAB OR PROFESSIONAL GEOTECHNICAL ENGINEER SHALL OCCUR TO MONITOR SITE STRIPPING, REMOVAL OF EXISTING FILL/BACKFILL IN THE BUILDING AREA (UNSUITABLE MATERIALS) AND PROOFROLLING AND FILL PLACEMENT. 16.CITY OF FORT COLLINS STORMWATER STAFF MAY DIRECT THE OWNER/OPERATOR TO INSTALL ADDITIONAL BMPS, REPAIR EXISTING BMPS, OR CLEAN DISCHARGES THAT HAVE BEEN TRANSPORTED OFFSITE IF EXISTING BMPS FAIL AND RESULT IN AN ILLICIT DISCHARGE TO THE CITY'S STORMWATER SYSTEM. 17.INSPECTION OF ALL EROSION CONTROL AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. 18.STORM DRAIN INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER UNTIL FINAL STABILIZATION IS COMPLETE. SCALE: 1" = 20' DETAILED GRADING PLAN 0'10'20'40' OUTFALL CURB MH S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S D -2 . 0 3 % -1.96 % PROPOSED FES EXISTING 18" RCP STORM SEWER PROPOSED FES A A B B 49 1 5 491 8 49 2 0 49 1 6 4915 4917 4919 4916 4918 49 1 7 49 1 4 4912 4914 4916 4914 4917 491 6 49 1 7 49 1 8 49 1 9 49 2 0 49 2 1 49 2 2 49 1 4 49 1 4 49 1 5 49 1 5 49 1 6 49 1 6 491 7 49 1 7 49 1 8 49 1 8 491 8 491 9 49 2 0 49 2 1 ZI E G L E R R O A D -1.70% PROPERTY LINE RIGHT-OF-WAY LINE PROPERTY LINE PROPOSED BIKE PATH PROPOSED DETENTION BASIN PROPOSED RAIN GARDEN 2' CONCRETE PAN (TYP.) 4917.28 4917.26 4917.34 4917.80 4917.53 4917.27 4917.17 4917.14 4917.12 4917.08 4917.03 4917.50 4917.50 4917.77 4917.77 4918.18 4918.34 4918.38 4918.48 4918.74 4917.58 4918.98 4918.85 4918.55 4918.49 4918.47 4919.44 4919.41 4919.23 4918.61 4918.73 4919.29 4917.82 4917.97 4917.91 4919.66 4918.90 4:1 MAXIMUM SLOPE (TYP.) 4:1 MAXIMUM SLOPE (TYP.) 6" PERFORATED UNDER DRAIN (TYP.) 4917.85 4917.91 4918.09 4917.91 4917.91 4918.09 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 4 : 0 0 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 0 - G r a d i n g . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Detailed Grading Plan C3.05 PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND GRADING NOTES FLOWLINE MATCHLINE - SEE SHEET C3.03 MATCHLINE - SEE SHEET C3.04 MH PROPOSED STORM INLET PROPOSED STORM LINE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE 1.THE PROPOSED CONTOURS REPRESENT TOP OF SLAB, FLOWLINE, OR TOP OF SIDEWALK IN PAVEMENT. IN ALL OTHER AREAS, THEY REPRESENT THE FINISHED GROUND SURFACE. THE CONTRACTOR SHALL LEAVE THE SITE AT SUBGRADE ELEVATIONS IN PARKING LOT AND BUILDING AREAS. 2.CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION. 3.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY GRADING WILL TAKE PLACE BEYOND THE PROPERTY LINE EXCEPT AS SHOWN ON THESE PLANS. 5.ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF GRADING PRIOR TO PLACEMENT OF FILL MATERIAL AND REDISTRIBUTED WITH THE TOPSOIL. A STRIPPING DEPTH OF 6" IS ANTICIPATED ON THIS SITE. 6.SUFFICIENT TOPSOIL SHOULD BE SALVAGED AND STOCKPILED BY THE CONTRACTOR FOR RE-SPREADING IN PERMANENT PLANTING AREAS, INCLUDING PARKING LOT ISLANDS AND GREEN SPACES. 7.TOPSOIL SALVAGED AS PART OF THE EXCAVATION SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES OVER ALL AREAS DISTURBED BY THE WORK. LARGE STONES, STICKS AND LUMPS SHALL BE REMOVED OR BROKEN UP, AND THE TOPSOIL SHALL BE LEVELED AND RAKED TO MATCH ADJACENT GRADES, READY FOR SEEDING. ANY ROCK OR SAND FROM PAVING ACTIVITIES SHALL BE REMOVED PRIOR TO PLACEMENT OF TOPSOIL. ALL EXCESS SOILS, NOT RE-SPREAD WITHIN THE PROJECT LIMITS, SHALL BE REMOVED BY THE CONTRACTOR. 8.CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING FOR ALL NATURAL AND PAVED AREAS. 10.AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL REMOVE ANY EXCESS EXCAVATION FROM THE SITE. 11.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TO COMMENCING CONSTRUCTION. 12.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES, IF NECESSARY. 13.ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER. 14.ONCE STRIPPING AND REMOVAL OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROOFROLL THE AREAS TO RECEIVE STRUCTURAL FILL. THE CONTRACTOR SHALL INFORM THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING OF PROOFROLLING. THE GEOTECHNICAL ENGINEER SHALL WITNESS ALL PROOFROLLING. 15.FULL TIME OBSERVATION AND TESTING BY A QUALIFIED TESTING LAB OR PROFESSIONAL GEOTECHNICAL ENGINEER SHALL OCCUR TO MONITOR SITE STRIPPING, REMOVAL OF EXISTING FILL/BACKFILL IN THE BUILDING AREA (UNSUITABLE MATERIALS) AND PROOFROLLING AND FILL PLACEMENT. 16.CITY OF FORT COLLINS STORMWATER STAFF MAY DIRECT THE OWNER/OPERATOR TO INSTALL ADDITIONAL BMPS, REPAIR EXISTING BMPS, OR CLEAN DISCHARGES THAT HAVE BEEN TRANSPORTED OFFSITE IF EXISTING BMPS FAIL AND RESULT IN AN ILLICIT DISCHARGE TO THE CITY'S STORMWATER SYSTEM. 17.INSPECTION OF ALL EROSION CONTROL AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. 18.STORM DRAIN INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER UNTIL FINAL STABILIZATION IS COMPLETE. SCALE: 1" = 20' DETAILED GRADING PLAN 0'10'20'40' OUTFALL CURB MH MH MH MH MH MH PROPOSED BUILDING FF = 4921.5' PROPOSED STORM SEWER (TYP.) 4921 49 1 9 4919 4920 4918 4919 492 0 4921 PROPOSED RETAINING WALL WITH FENCE PROPOSED SIDEWALK FG = 4920.7 INV = 4919.85 FG = 4920.7 INV = 4920.18 FG = 4920.7 INV = 4920.37 FG = 4920.7 INV = 4920.11 FG = 4920.7 INV = 4919.96 FG = 4920.7 INV = 4919.82 FG = 4920.9 INV = 4919.65 FG = 4920.9 INV = 4919.26 CONNECT TO TRENCH DRAIN SYSTEM WITH 24" ADS DRAIN BASIN AND 12" HP STORM FG = 4920.7 INV = 4919.12 POOL DECK ELEV = 4921.0' FG = 4920.7 INV = 4920.28 FG = 4920.9 INV = 4919.50 FG = 4920.9 INV = 4919.66 POOL DECK ELEV = 4921.25' POOL DECK ELEV = 4921.25' FG = 4921.2 INV = 4919.21 FG = 4921.2 INV = 4919.28 FG = 4921.2 INV = 4919.34 FG = 4921.2 INV = 4919.78 FG = 4921.2 INV = 4920.02 FG = 4921.0 INV = 4920.20 FG = 4921.0 INV = 4920.00 FG = 4921.0 INV = 4919.91 CONNECT TO TRENCH DRAIN SYSTEM WITH 12" HP STORM FG = 4921.0 INV = 4919.28 PROPOSED TRENCH DRAIN (TYP.) SLOPE ALL TRENCH DRAIN INVERTS @ 0.5% C C CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 4 : 0 3 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 6 - G r a d i n g E x t r a s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Pool Deck Grading Plan C3.06 PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND FLOWLINE MH PROPOSED STORM INLET PROPOSED STORM LINE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE SCALE: 1" = 20' POOL DECK GRADING PLAN 0'10'20'40' 4:1 SLOPE BOTTOM OF DETENTION POND SLOPE VARIES : 1 0 % - 1 5 % TOE OF SLOPE 2% SLOPE 6' CRUSHER FINES TRAIL CURB & GUTTER ASPHALT PARKING LOT 2% SLOPE 4:1 SLOPE 4:1 SLOPE 6' CRUSHER FINES TRAIL TOE OF SLOPE 2% SLOPE BOTTOM OF RAIN GARDEN 2% SLOPE POOL DECK RETAINING WALL WITH FENCE 7.5' SIDEWALK TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION LANDSCAPE BUFFER 6" TRENCH DRAIN SLOPE ~ 2%6" CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 4 : 1 7 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 6 - G r a d i n g E x t r a s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Grading Cross-Sections C3.07 SCALE: 1" = 3' CROSS SECTION A-A 0'1.5'3'6' SCALE: 1" = 3' CROSS SECTION B-B SCALE: 1" = 3' CROSS SECTION C-C 0'1.5'3'6' 0'1.5'3'6' I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IRR IRR IRR IRR IRR IRR IRR I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IR R IR R I R R FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UGE UGE UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE D D S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS STOP MB D D IRR IRR I R R I R R I R R IR R IRR UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE ZI E G L E R R O A D ROCK CREEK DRIVE E1 6.50 0.31 E2 3.34 0.31 E3 0.44 0.31 E4 6.50 0.31 4919 4920 4921 49 2 2 49 2 3 49 2 4 49 1 9 4919 4920 4921 4918 4919 492 0 4921 49 1 5 4916 4917 49 1 8 491 9 49 2 0 49 2 1 491 6 49 1 7 49 1 8 49 1 9 49 2 0 49 2 1 49 2 2 49 1 4 49 1 4 49 1 5 49 1 5 49 1 6 49 1 6 491 7 49 1 7 49 1 8 49 1 8 491 8 491 9 49 2 0 49 2 1 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 4 : 2 7 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 8 - D r a i n a g e B a s i n s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Existing Conditions Drainage Plan C3.08 PROPOSED CONTOUR EXISTING CONTOUR LEGEND FLOWLINE 1 0.50 0.80 BASIN NUMBER C100 BASIN AREA MH DRAIN BASIN LIMITS PROPOSED STORM INLET PROPOSED STORM LINE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE SCALE: 1" = 50' EXISTING CONDITIONS DRAINAGE PLAN 0'25'50'100' MH MH MH MH MH MH MH MH MH MH I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IRR IRR IRR IRR IRR IRR IRR I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IR R IR R I R R FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UGE UGE UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE D D S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS STOP MB D D IRR IRR I R R I R R I R R IR R IRR UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE ZI E G L E R R O A D ROCK CREEK DRIVE P 3 P 5 P 5 P 4 P 6 P 12 P 11 P 7 P 10 P 2 P 13 P 15 P 14 P 16 P 1 4921 4921 49 1 5 49 1 8 4916 49 1 6 4920 4922 49 2 1 49 2 0 49 1 6 4915 4917 4919 4916 4918 49 1 7 49 1 449124914 4916 4914 4917 49 1 9 492 0 49 1 8 4919 4920 4921 49 2 2 49 2 3 49 2 4 49 1 9 4919 4920 4921 4918 4919 492 0 4921 49 1 5 4916 4917 49 1 8 491 9 49 2 0 49 2 1 491 6 49 1 7 49 1 8 49 1 9 49 2 0 49 2 1 49 2 2 49 1 4 49 1 4 49 1 5 49 1 5 49 1 6 49 1 6 491 7 49 1 7 49 1 8 49 1 8 491 8 491 9 49 2 0 49 2 1 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE P1 0.13 0.37 P5 0.69 1.00 P8 0.41 1.00 P6 0.76 0.87 P13 0.54 0.84 P14 1.19 1.00 P15 0.64 1.00 P9 0.13 1.00 P11 0.56 1.00 P12 0.47 1.00 P4 0.70 0.36 P18 0.16 0.32 P10 0.11 0.31 P16 1.78 0.33 P17 0.13 1.00 P2 0.59 0.56 P3 0.23 0.40 P7 0.27 0.90 P19 0.56 0.51 P 8 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 4 : 2 8 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 0 8 - D r a i n a g e B a s i n s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Proposed Conditions Drainage Plan C3.09 PROPOSED CONTOUR EXISTING CONTOUR LEGEND FLOWLINE 1 0.50 0.80 BASIN NUMBER C100 BASIN AREA MH DRAIN BASIN LIMITS PROPOSED STORM INLET PROPOSED STORM LINE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE SCALE: 1" = 50' PROPOSED CONDITIONS DRAINAGE PLAN 0'25'50'100' P 1 DESIGN POINT I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IRR IRR IRR IRR IRR IRR IRR I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IR R IR R I R R FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UGE UGE UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE D D S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS STOP MB D D IRR IRR I R R I R R I R R IR R IRR UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE ZI E G L E R R O A D ROCK CREEK DRIVE 4919 4920 4921 49 2 2 49 2 3 49 2 4 49 1 9 4919 4920 4921 4918 4919 492 0 4921 49 1 5 4916 4917 49 1 8 491 9 49 2 0 49 2 1 491 6 49 1 7 49 1 8 49 1 9 49 2 0 49 2 1 49 2 2 49 1 4 49 1 4 49 1 5 49 1 5 49 1 6 49 1 6 491 7 49 1 7 49 1 8 49 1 8 491 8 491 9 49 2 0 49 2 1 PROPERTY LINE PROPERTY LINE PROPERTY LINE VEHICLE TRACKING CONTROL S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F SF SF SILT FENCE LIMITS OF GRADING SILT FENCE LIMITS OF GRADING PROPERTY LINE SEDIMENT TRAP SCOURSTOP (TYP.) CONCRETE WASHOUT CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 4 : 3 8 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 1 0 - E r o s i o n C o n t r o l . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Initial Erosion Control Plan C3.10SCALE: 1" = 50' INITIAL EROSION CONTROL PLAN 0'25'50'100' PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND EROSION CONTROL - SILT FENCE SF SF FLOWLINE MH MH MH MH MH MH MH MH MH MH FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UGE UGE UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE D D S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS STOP MB D D UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE ZI E G L E R R O A D ROCK CREEK DRIVE 4921 4921 49 1 5 49 1 8 4916 4920 4922 49 2 1 49 2 0 49 1 6 4915 4917 4919 4916 4918 49 1 4 49124914 4916 4914 4917 49 1 9 492 0 49 1 8 4919 4920 4921 49 2 2 49 2 3 49 2 4 49 1 9 4919 4920 4921 4918 4919 492 0 4921 49 1 5 4916 4917 49 1 8 491 9 49 2 0 49 2 1 491 6 49 1 7 49 1 8 49 1 9 49 2 0 49 2 1 49 2 2 49 1 4 49 1 4 49 1 5 49 1 5 49 1 6 49 1 6 491 7 49 1 7 49 1 8 49 1 8 491 8 491 9 49 2 0 49 2 1 PROPERTY LINE PROPERTY LINE PROPERTY LINE VEHICLE TRACKING CONTROL IP S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F SF SF SILT FENCE LIMITS OF GRADING SILT FENCE LIMITS OF GRADING PROPERTY LINE IP IP IP IP IP IP IP IP IP IP SEDIMENT TRAP SCOURSTOP (TYP.) CONCRETE WASHOUT CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 4 : 4 0 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 1 0 - E r o s i o n C o n t r o l . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Interim Erosion Control Plan C3.11SCALE: 1" = 50' INTERIM EROSION CONTROL PLAN 0'25'50'100' PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND EROSION CONTROL - SILT FENCE SF SF FLOWLINE IP EROSION CONROL - INLET PROTECTION INLET PROTECTION MH MH MH MH MH MH MH MH MH MH FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UGE UGE UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE D D S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS STOP MB D D UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE ZI E G L E R R O A D ROCK CREEK DRIVE 4921 4921 49 1 5 49 1 8 4916 4920 4922 49 2 1 49 2 0 49 1 6 4915 4917 4919 4916 4918 49 1 4 49124914 4916 4914 4917 49 1 9 492 0 49 1 8 4919 4920 4921 49 2 2 49 2 3 49 2 4 49 1 9 4919 4920 4921 4918 4919 492 0 4921 49 1 5 4916 4917 49 1 8 491 9 49 2 0 49 2 1 491 6 49 1 7 49 1 8 49 1 9 49 2 0 49 2 1 49 2 2 49 1 4 49 1 4 49 1 5 49 1 5 49 1 6 49 1 6 491 7 49 1 7 49 1 8 49 1 8 491 8 491 9 49 2 0 49 2 1 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE SCOURSTOP (TYP.) CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 4 : 4 4 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 3 . 1 0 - E r o s i o n C o n t r o l . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Final Erosion Control Plan C3.12SCALE: 1" = 50' FINAL EROSION CONTROL PLAN 0'25'50'100' PROPOSED CONTOUR EXISTING CONTOUR APPROXIMATE LIMITS OF GRADING LEGEND FLOWLINE SCOURSTOP CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 9 : 5 2 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. C: \ U s e r s \ j p a s w a t e r s \ a p p d a t a \ l o c a l \ t e m p \ A c P u b l i s h _ 1 1 8 0 8 \ 3 2 6 0 3 4 - C 4 . 0 1 - U t i l i t i e s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Overall Utility Plan C4.01 1.THE CONTRACTOR SHALL MAINTAIN STRICT LATERAL CLEARANCE AS SHOWN ON THE PLANS FOR ALL UTILITY LINES. 2.IN ANY OF THE MAIN OR SERVICE ROUTES ARE ADJUSTED IN THE FIELD BY THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE ENGINEER A RECORD OF THE EXACT LOCATIONS, AT THE CONTRACTOR'S EXPENSE, A LICENSED SURVEYOR SHALL BE RETAINED TO LOCATE THE CONDUIT ROUTES. THE CONTRACTOR SHALL PROVIDE THE SURVEYED LOCATIONS TO THE ENGINEER IN ELECTRONIC FORMAT. 3.ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED. 4.THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL CROSSINGS OF ALL PROPOSED AND EXISTING UTILITIES PRIOR TO INSTALLATION OF CONDUIT. CONTACT THE ENGINEER WITH ANY CONFLICTS. 5.ALL PROPOSED STORM SEWER WILL BE OWNED AND MAINTAINED BY NBCE. GENERAL NOTES 1.PRIOR TO FINAL ACCEPTANCE ALL WATER MAIN PIPE SHALL BE PRESSURE TESTED BY THE CONTRACTOR. 2.PRIOR TO FINAL ACCEPTANCE ALL WATER MAIN PIPE SHALL BE DISINFECTED BY THE CONTRACTOR. 3.WHERE THE WATER MAIN IS TO BE CONSTRUCTED BELOW OR WITHIN 18 INCHES OF ANY SEWER PIPE, THE CONTRACTOR SHALL LAY A FULL LENGTH OF WATER MAIN PIPE CENTERED ON THE SEWER OR SUCH LENGTH AS WILL PROVIDE THE MAXIMUM POSSIBLE SEPARATION OF THE JOINTS IN THE WATER MAIN FROM THE SEWER LINE. THE CONTRACTOR SHALL CONSTRUCT SANITARY SEWER WITH ONE 20 FOOT NOMINAL LENGTH OF PIPE CENTERED ON THE WATER MAIN, SUCH THAT THE MAXIMUM POSSIBLE SEPARATION BETWEEN THE WATER MAIN AND THE SEWER PIPE JOINTS WILL RESULT. THE BACKFILL MATERIAL SHALL BE SELECT, LOW PERMEABILITY SOIL. 4.ALL WATER METERS, PUMPS, AND BACKFLOW PREVENTERS ARE LOCATED INSIDE BUILDING. REFER TO ARCHITECTURAL PLANS FOR DESIGN AND LOCATIONS. 5.WATER SERVICE PIPE SHALL HAVE A 4.5' MINIMUM BURY DEPTH AS MEASURED FROM FINISHED GROUND TO TOP OF PIPE. 6.SITE SHALL BE TO FINISHED GRADE PRIOR TO INSTALLATION OF WATER SERVICE. 7.REFER TO PLUMBING PLANS FOR WATER SERVICE TIE-INS WITH BUILDING. 1.SANITARY SEWERS SHALL BE SEPARATED BY AT LEAST 10 FT. HORIZONTALLY FROM ANY EXISTING OR PROPOSED PARALLEL WATER MAINS, MEASURED EDGE TO EDGE. 2.AT ALL WATER MAIN CROSSINGS, SANITARY SEWERS SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SANITARY SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. IN THOSE INSTANCES WHERE THE BOTTOM OF THE WATER MAIN IS LESS THAN 18 INCHES, ABOVE THE TOP OF THE SANITARY SEWER OR THE SANITARY SEWER IS LOCATED ABOVE THE WATER MAIN, THE SANITARY SEWER SHALL BE CONSTRUCTED USING A 20 FOOT LENGTH OF PVC PRESSURE PIPE, MEETING THE REQUIREMENTS OF AWWA C900 FOR DR18, PRESSURE RATING 150 PSI, CENTERED ON THE WATER MAIN. 3.REFER TO PLUMBING PLANS FOR SANITARY SEWER TIE-INS WITH BUILDING. SANITARY SEWER SERVICE NOTES WATER SERVICE NOTES SCALE: 1" = 50' OVERALL UTILITY PLAN 0'25'50'100' SS SS SS SS W WW W W W W W W W WWW SS SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W UG E UGE UGE UGE GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S IR R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IR R W IRR IRR MH MH MH MH MH MH MH MH MH MH W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IRR IRR IRR IRR IRR IRR IRR I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IR R IR R I R R FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UGE UGE UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE D D S S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E F W W EV EV F F F EV EV E SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS E FVEV F STOP MB W FFV FV D D IRR IRR I R R I R R I R R IR R IRR UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE GA S GA S GAS GAS GAS PROPOSED BUILDING PROPOSED 1.5" STEEL GAS LINE PROPOSED FIRE HYDRANT PROPOSED WATER SERVICE. UPSIZE TO 4" WATER LINE AFTER METER VAULT. APPROX. 193 LF PROPOSED 6" DI FIRE LINE APPROX. 193 LF PROPOSED 8" PVC WATER MAIN PROPOSED METER VAULT WITH 3" METER PROPOSED 4' SANITARY SEWER MANHOLE PROPOSED 4' SANITARY SEWER MANHOLE PROPOSED 4' SANITARY SEWER MANHOLE PROPOSED 4' SANITARY SEWER MANHOLE PROPOSED 4' SANITARY SEWER MANHOLE CONNECT INTO EXISTING SANITARY SEWER MANHOLECONNECT TO EXISTING 12" PVC WATER MAIN WITH 12" X 8" TEE 12" GATE VALVE (S) 8" GATE VALVE (E) INSTALL 8" X 6" SWIVEL TEE 6" GATE VALVE (N) INSTALL 8" X 6" TEE 6" GATE VALVE (W) INSTALL 8" X 4" TEE 4" GATE VALVE (W) 4" X 3" REDUCER CONNECT INTO EXISTING 12" PVC WATER MAIN WITH 12" X 8" TEE 12" GATE VALVE (E) 8" GATE VALVE (S) PROPOSED STORM SEWER (TYP.) PROPOSED STORM SEWER (TYP.) PROPOSED CURB INLET (TYP.) PROPOSED STORM SEWER (TYP.) PROPOSED STORM SEWER (TYP.) PROPOSED STORM SEWER (TYP.) PROPOSED STORM SEWER (TYP.) PROPOSED STORM SEWER (TYP.) PROPOSED 2" STEEL GAS LINE PROPOSED 6" PVC IRRIGATION LINE PROPOSED ADS GRATED LID DRAIN BASIN (TYP.) CONNECT PROPOSED IRRIGATION TO EXISTING IRRIGATION VALVE CONNECT PROPOSED GAS LINE TO EXISTING GAS LINE CONNECT PROPOSED GAS LINE TO EXISTING GAS LINE CONNECT PROPOSED IRRIGATION TO EXISTING IRRIGATION VALVE EXISTING 12" PVC WATER MAIN EXISTING 12" PVC WATER MAIN PR O P O S E D 3 0 ' UT I L I T Y E A S E M E N T PROPOSED 20' UE EX I S T I N G 3 9 ' WA T E R L I N E E A S E M E N T EX I S T I N G 9 ' U T I L I T Y & DR A I N A G E E A S E M E N T EXISTING 27' WATERLINE EASEMENT EXISTING 15' UTILITY & DRAINAGE EASEMENT PROPOSED FIRE HYDRANT INSTALL 8" X 6" SWIVEL TEE 6" GATE VALVE (W) PROPOSED 8" PVC SANITARY SEWER MAIN (TYP.) PROPOSED 8" PVC SANITARY SEWER SERVICE CONNECT PROPOSED IRRIGATION TO EXISTING IRRIGATION LINE CONNECT PROPOSED IRRIGATION TO EXISTING IRRIGATION LINE 24" ADS DRAIN BASIN WITH 3-7/8" OUTLET ORIFICE PLATE. SEE DETAIL ON SHEET C6.08. EXISTING FIBER VAULT. ADJUST TO FINISHED GRADE. EX ELEV = 4923.34 PRO ELEV = 4923.97 EXISTING WATER VAULT. ADJUST RIM TO FINISHED GRADE. EX ELEV = 4922.19 PRO ELEV = 4923.59 EXISTING STORM MANHOLE. ADJUST RIM TO FINISHED GRADE. EX ELEV = 4923.72 PRO ELEV = 4924.20 EXISTING WATER VAULT. ADJUST RIM TO FINISHED GRADE. EX ELEV = 4923.18 PRO ELEV = 4924.12 PROPOSED 20' EAE PROPOSED 35' UE PROPOSED 20' EAE PROPOSED 30' EAE W W W W W W W W W WW WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I R R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO GA S GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S S S S S S S S S S S S S S S S S S S S S UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E D S S W SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS E FV EV ST O P I R R I R R IRR IRR IRR IR R I R R UGE UGE UGE UGEUGEUGEUGE UGEUGEUGEUG E UG E GASGAS GAS GAS GAS SS SS SS SS W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UG E UG E UG E GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R W I R R I R R MH MH MH MH MH MH MH MH 19 + 2 5 9+ 5 0 10 + 0 0 11 + 0 0 12 + 0 0 13+ 0 0 14+00 15+00 16+00 17+00 18 + 0 0 19 + 0 0 STA 9+50.00 BEGIN ALIGNMENT STA 19+25.00 END ALIGNMENT PROPOSED 4' SANITARY SEWER MANHOLE PROPOSED 4' SANITARY SEWER MANHOLE PROPOSED 4' SANITARY SEWER MANHOLE PROPOSED 4' SANITARY SEWER MANHOLE PROPOSED 4' SANITARY SEWER MANHOLE EXISTING 4' SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEAN OUT CONNECT INTO BUILDING RE: MECHANICAL PLANS FOR CONTINUATION PROPOSED 35' UTILITY EASEMENT 35 ' PROPOSED 30' UTILITY EASEMENT 4895 4900 4905 4910 4915 4920 4925 4930 4935 4940 4895 4900 4905 4910 4915 4920 4925 4930 4935 4940 9+50 EG = FG = 10+00 EG = FG = 10+50 EG = FG = 11+00 EG = FG = 11+50 EG = FG = 12+00 EG = 4 9 1 5 . 7 FG = 12+50 EG = 4 9 1 4 . 9 FG = 13+00 EG = 4 9 1 5 . 4 FG = 13+50 EG = 4 9 1 5 . 2 FG = 14+00 EG = 4 9 1 5 . 0 FG = 14+50 EG = 4 9 1 5 . 7 FG = 15+00 EG = 4 9 1 6 . 7 FG = 15+50 EG = 4 9 1 7 . 5 FG = 16+00 EG = 4 9 1 9 . 0 FG = 16+50 EG = 4 9 1 9 . 9 FG = 17+00 EG = 4 9 2 0 . 3 FG = 17+50 EG = 4 9 2 0 . 4 FG = 18+00 EG = 4 9 1 9 . 1 FG = 4 9 2 1 . 0 0 18+50 EG = 4 9 1 9 . 0 FG = 4 9 2 1 . 7 9 19+00 EG = 4 9 1 9 . 2 FG = 4 9 2 1 . 4 7 19+50 EG = FG = 19+75 EG = FG = EXISTING GROUND EX . 4 ' S A N I T A R Y S E W E R M A N H O L E CO R E D R I L L C O N N E C T I O N TO E X I S T I N G M A N H O L E IN V . I N ( 8 " ) = 4 9 0 0 . 6 9 IN V . O U T ( 8 " ) = 4 9 0 0 . 3 9 ST A 1 0 + 0 0 . 0 0 RI M E L E V = 4 9 1 5 . 1 8 S = 1.00% L = 216.0' 4' S A N I T A R Y S E W E R M A N H O L E IN V . I N ( 8 " ) = 4 9 0 3 . 0 9 IN V . O U T ( 8 " ) = 4 9 0 2 . 8 9 ST A 1 2 + 2 0 . 0 0 RI M E L E V = 4 9 1 5 . 5 3 S = 1.00% L = 106.0' 4' S A N I T A R Y S E W E R M A N H O L E IN V . I N ( 8 " ) = 4 9 0 4 . 3 9 IN V . O U T ( 8 " ) = 4 9 0 4 . 1 9 ST A 1 3 + 3 0 . 0 0 RI M E L E V = 4 9 1 5 . 5 2 S = 1.00% L = 93.6' 4' S A N I T A R Y S E W E R M A N H O L E IN V . I N ( 8 " ) = 4 9 0 5 . 5 7 IN V . O U T ( 8 " ) = 4 9 0 5 . 3 7 ST A 1 4 + 2 7 . 6 0 RI M E L E V = 4 9 1 5 . 3 2 S = 1.00% L = 119.5' 4' S A N I T A R Y S E W E R M A N H O L E IN V . I N ( 8 " ) = 4 9 0 7 . 0 1 IN V . O U T ( 8 " ) = 4 9 0 6 . 8 1 ST A 1 5 + 5 1 . 1 3 RI M E L E V = 4 9 1 7 . 4 9 S = 1.00% L = 175.6' 4' S A N I T A R Y S E W E R M A N H O L E IN V . I N ( 8 " ) = 4 9 0 9 . 1 1 IN V . O U T ( 8 " ) = 4 9 0 8 . 8 1 ST A 1 7 + 3 0 . 7 0 RI M E L E V = 4 9 2 0 . 4 5 S = 1.00% L = 38.7' S = 1.00% L = 126.1' SA N I T A R Y S E W E R C L E A N O U T IN V . I N ( 8 " ) = 4 9 0 9 . 5 4 IN V . O U T ( 8 " ) = 4 9 0 9 . 5 4 ST A 1 7 + 7 3 . 4 0 RI M E L E V = 4 9 2 0 . 6 9 8" PVC SANITARY SEWER SERVICE PROPOSED GROUND 8" PVC SANITARY SE W E R 8" PVC SANITARY SEWER SERVICE ST A 1 7 + 6 2 . 6 9 GA S L I N E C R O S S I N G ST A 1 7 + 5 0 . 7 4 IR R I G A T I O N L I N E C R O S S I N G ST A 1 7 + 4 0 . 7 4 T. O . P . E L E V . = 4 9 1 4 . 1 9 8" P V C W A T E R L I N E C R O S S I N G ST A 1 9 + 0 1 . 5 3 IN V . E L E V . = 4 9 1 0 . 8 2 CO N N E C T T O M E C H A N I C A L RE : M E C H A N I C A L D R A W I N G S 8" PVC SANITARY SE W E R 8" PVC SANITARY SE W E R 8" PVC SANITARY SE W E R 8" PVC SANITARY SE W E R PROPOSED BUILDING ST A 1 8 + 8 5 . 1 2 IN V . E L E V . = 4 9 1 3 . 8 8 24 " A D S S T O R M S E W E R C R O S S I N G 2. 5 ' SCALE: 1" = 50' SANITARY SEWER PLAN & PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 0'25'50'100' Sanitary Sewer Plan & Profile C4.02 CE No.: 11 / 1 8 / 2 0 2 5 4 : 1 0 : 3 3 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 4 . 0 2 - S e w e r . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 0'25'50'100' W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IRR IRR IRR IRR IRR IRR IRR I R R I R R IR R IR R I R R FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE F W W EV EV F F F EV EV E E FVEV D D IRR IRR I R R I R R I R R IR R UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE GA S GA S GAS GAS GAS SS SS SS SS W WW W W W W W W W WWW SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W UG E UGE UGE UGE GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S IR R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IR R W IRR IRR MH MH MH MH MH MH MH MH 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 21 + 5 0 STA 9+50.00 BEGIN ALIGNMENT STA 21+50.00 END ALIGNMENT CONNECT TO EX. 12" WATER MAIN WITH 12" X 8" TEE CONTRACTOR TO VERIFY EX. WATER MAIN ELEVATION PRIOR TO CONSTRUCTION 12" GATE VALVE (S) 8" GATE VALVE (E) 8" X 6" SWIVEL TEE 6" GATE VALVE (N) 11.25° HORIZONTAL BEND 11.25° HORIZONTAL BEND 22.5° HORIZONTAL BEND 45° HORIZONTAL BEND 22.5° HORIZONTAL BEND 11.25° HORIZONTAL BEND 11.25° HORIZONTAL BEND 8" X 4" TEE 4" X 3" REDUCER (W) 3" GATE VALVE (W) 8" GATE VALVE (N) 8" X 6" TEE 6" GATE VALVE (W) CONNECT TO EX. 12" PVC WATER MAIN WITH 12" X 8" TEE CONTRACTOR TO VERIFY EX. WATER MAIN ELEVATION PRIOR TO CONSTRUCTION 12" GATE VALVE (E) 8" GATE VALVE (S) 8" X 6" SWIVEL TEE 6" GATE VALVE (W) PR O P O S E D 2 0 ' UT I L I T Y E A S E M E N T PROPOSED 35' UE 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+00 EG = FG = 9+50 EG = FG = 10+00 EG = 4 9 2 3 . 5 FG = 10+50 EG = 4 9 2 3 . 4 FG = 4 9 2 3 . 3 3 11+00 EG = 4 9 2 0 . 2 FG = 4 9 2 2 . 2 7 11+50 EG = 4 9 1 7 . 9 FG = 4 9 2 0 . 8 9 12+00 EG = 4 9 1 6 . 9 FG = 4 9 2 0 . 8 0 12+50 EG = 4 9 1 6 . 6 FG = 4 9 2 0 . 4 0 13+00 EG = 4 9 1 6 . 5 FG = 4 9 1 9 . 8 7 13+50 EG = 4 9 1 6 . 4 FG = 4 9 1 9 . 9 1 14+00 EG = 4 9 1 8 . 3 FG = 4 9 1 8 . 7 5 14+50 EG = 4 9 1 9 . 6 FG = 4 9 1 8 . 3 6 15+00 EG = 4 9 1 9 . 4 FG = 4 9 1 7 . 4 2 15+50 EG = 4 9 1 7 . 5 FG = 4 9 1 6 . 3 1 16+00 EG = 4 9 1 5 . 2 FG = 16+50 EG = 4 9 1 5 . 5 FG = 17+00 EG = 4 9 1 6 . 7 FG = 17+50 EG = 4 9 1 7 . 5 FG = 18+00 EG = 4 9 1 8 . 5 FG = 18+50 EG = 4 9 1 9 . 5 FG = 19+00 EG = 4 9 2 0 . 2 FG = 19+50 EG = 4 9 2 0 . 6 FG = 20+00 EG = 4 9 2 0 . 8 FG = 20+50 EG = 4 9 2 0 . 9 FG = 21+00 EG = 4 9 1 9 . 8 FG = 21+50 EG = 4 9 2 0 . 5 FG = 21+75 EG = FG = ST A 1 0 + 0 0 . 0 0 T. O . P . E L E V . = 4 9 1 8 . 5 0 CO N N E C T T O E X I S T I N G 1 2 " WA T E R L I N E M A I N W I T H 1 2 " X 8 " T E E 12 " G A T E V A L V E ( S ) 8" G A T E V A L V E ( E ) ST A 1 5 + 8 8 . 0 3 T. O . P . E L E V . = 4 9 1 0 . 1 9 2. 1 ° V E R T I C A L D E F L E C T I O N ST A 2 1 + 2 1 . 5 8 T. O . P . E L E V . = 4 9 1 4 . 0 0 CO N N E C T T O E X I S T I N G 1 2 " WA T E R L I N E M A I N W I T H 1 2 " X 8 " T E E 12 " G A T E V A L V E ( E ) 8" G A T E V A L V E ( S ) ST A 1 9 + 0 6 . 4 0 T. O . P . E L E V . = 4 9 1 4 . 0 0 0. 5 ° V E R T I C A L D E F L E C T I O N 8" PVC WATER M A I N 8" PVC WATER MA I N 8" PVC WATER MAIN EXISTING GROUND PROPOSED GROUND ST A 1 0 + 1 1 . 1 5 IN V . E L E V . = 4 9 1 2 . 8 8 42 " R C P S T O R M S E W E R C R O S S I N G ST A 1 0 + 1 7 . 8 7 UN D E R G R O U N D E L E C T R I C C R O S S I N G ST A 1 0 + 4 1 . 3 6 UN D E R G R O U N D E L E C T R I C C R O S S I N G ST A 1 0 + 4 6 . 4 9 FI B E R O P T I C C R O S S I N G x 2 ST A 1 0 + 5 9 . 1 7 24 " P V C W A T E R L I N E C R O S S I N G ST A 1 0 + 6 1 . 2 4 6" P V C I R R I G A T I O N C R O S S I N G ST A 1 0 + 6 9 . 6 2 EX . S T O R M S E W E R C R O S S I N G ST A 1 5 + 7 5 . 0 9 2" S T E E L G A S L I N E C R O S S I N G ST A 1 5 + 8 4 . 4 0 6" P V C I R R I G A T I O N C R O S S I N G ST A 1 9 + 5 3 . 6 2 IN V . E L E V . = 4 9 0 9 . 2 1 6" P V C S A N I T A R Y S E W E R C R O S S I N G ST A 2 0 + 7 1 . 5 5 IR R I G A T I O N C R O S S I N G ST A 2 0 + 8 6 . 0 0 FI B E R O P T I C C R O S S I N G ST A 2 0 + 9 1 . 7 8 GA S L I N E C R O S S I N G ST A 2 1 + 0 8 . 2 5 FI B E R O P T I C C R O S S I N G ST A 2 1 + 0 4 . 8 5 UN D E R G R O U N D E L E C T R I C C R O S S I N G ST A 1 0 + 5 6 . 0 2 T. O . P . E L E V . = 4 9 1 7 . 1 0 45 ° V E R T I C A L B E N D ST A 1 0 + 5 8 . 6 2 T. O . P . E L E V . = 4 9 1 4 . 5 0 45 ° V E R T I C A L B E N D ST A 1 0 + 8 0 . 6 2 T. O . P . E L E V . = 4 9 1 4 . 5 0 45 ° V E R T I C A L B E N D ST A 1 0 + 8 4 . 1 0 T. O . P . E L E V . = 4 9 1 7 . 9 8 45 ° V E R T I C A L B E N D S = 1.20% S = 0.40% S = -2.50% S = 0.00% S = -1.55% S = -1.55% S = 0.00% ST A 1 1 + 1 4 . 2 5 8" X 6 " S W I V E L T E E 6" G A T E V A L V E ( N ) ST A 1 2 + 2 9 . 2 8 11 . 2 5 ° H O R I Z O N T A L B E N D ST A 1 2 + 6 9 . 9 0 8" X 1 . 5 " T A P P I N G S A D D L E WI T H C U R B S T O P ST A 1 1 + 6 3 . 3 9 11 . 2 5 ° H O R I Z O N T A L B E N D ST A 1 3 + 9 2 . 1 6 22 . 5 ° H O R I Z O N T A L B E N D ST A 1 5 + 8 2 . 2 2 45 ° H O R I Z O N T A L B E N D ST A 1 5 + 9 2 . 2 5 22 . 5 ° H O R I Z O N T A L B E N D ST A 1 6 + 5 4 . 7 0 11 . 2 5 ° H O R I Z O N T A L B E N D ST A 1 7 + 7 6 . 1 5 11 . 2 5 ° H O R I Z O N T A L B E N D ST A 1 9 + 6 8 . 0 7 8" X 6 " T E E 6" G A T E V A L V E ( W ) ST A 1 9 + 7 6 . 0 7 8" X 4 " T E E 4" X 3 " R E D U C E R 3" G A T E V A L V E ( W ) 8" G A T E V A L V E ( N ) ST A 1 3 + 9 0 . 8 4 IN V . E L E V . = 4 9 1 2 . 2 7 42 " A D S S T O R M S E W E R C R O S S I N G 1. 2 ' 1. 5 ' 8" PVC WATER MAIN ST A 2 0 + 1 9 . 2 4 8" X 6 " T E E 6" G A T E V A L V E ( W ) 1. 5 ' 8" PVC WATER M A I N ST A 1 3 + 7 7 . 7 9 T. O . P . E L E V . = 4 9 1 3 . 4 4 45 ° V E R T I C A L B E N D ST A 1 3 + 8 0 . 8 4 T. O . P . E L E V . = 4 9 1 0 . 3 9 45 ° V E R T I C A L B E N D ST A 1 4 + 0 0 . 8 4 T. O . P . E L E V . = 4 9 1 0 . 3 9 45 ° V E R T I C A L B E N D ST A 1 4 + 0 3 . 4 9 T. O . P . E L E V . = 4 9 1 3 . 0 4 45 ° V E R T I C A L B E N D SCALE: 1" = 50' WATERLINE PLAN & PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 0'25'50'100' 0'25'50'100' Waterline Plan & Profile C4.03 CE No.: 11 / 1 8 / 2 0 2 5 4 : 1 0 : 5 1 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 4 . 0 3 - W a t e r . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 W W W W W W W W W W W W W W W W W W W W W W W W WW WW W W W W W W W W W W W W W W W W W W W W I R R I R R I R R I R R I R R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO GA S GA S GA S GA S GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S S S S S S S S S S S S S S S S S S S S S UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E D W E FV EV ST O P I R R I R R IRR IRR IRR IR R I R R UGE UGE UGE UGEUGEUGEUGE UGEUGEUGEUG E UG E GASGAS GAS GAS GAS SS SS SS SS W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UG E UG E UG E GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R W I R R I R R MH MH MH MH MH MH MH MH MH 18+50 9+50 10+00 11+00 12+00 13+00 14+00 15 + 0 0 16+00 17+00 18+00 MANHOLE 1 5' FLAT TOP RCP MANHOLE 2 5' FLAT TOP RCP DRAIN BASIN 1 36" ADS DRAIN BASIN SOLID LID DRAIN BASIN 2 36" ADS DRAIN BASIN SOLID LID DRAIN BASIN 4 18" ADS DRAIN BASIN SOLID LID INLET 1 TYPE R CURB INLET STA 18+50.00 END ALIGNMENT STA 9+50.00 BEGIN ALIGNMENT DRAIN BASIN 3 24" ADS DRAIN BASIN SOLID LID 42" FES MANHOLE 3 5' FLAT TOP RCP CONNECT TO ROOF DRAIN WITH INSERTA TEE 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+50 EG = 4 9 1 4 . 2 FG = 4 9 1 1 . 0 0 10+00 EG = 4 9 1 3 . 5 FG = 4 9 1 1 . 0 0 10+50 EG = 4 9 1 4 . 5 FG = 4 9 1 7 . 7 8 11+00 EG = 4 9 1 6 . 1 FG = 4 9 1 7 . 6 8 11+50 EG = 4 9 1 7 . 9 FG = 4 9 1 7 . 9 2 12+00 EG = 4 9 1 8 . 5 FG = 4 9 1 8 . 3 3 12+50 EG = 4 9 1 9 . 0 FG = 4 9 1 8 . 4 4 13+00 EG = 4 9 1 8 . 0 FG = 4 9 1 8 . 7 1 13+50 EG = 4 9 1 7 . 5 FG = 4 9 1 9 . 0 5 14+00 EG = 4 9 1 7 . 1 FG = 4 9 2 0 . 6 1 14+50 EG = 4 9 1 8 . 2 FG = 4 9 2 1 . 2 2 15+00 EG = 4 9 1 8 . 3 FG = 4 9 2 1 . 2 5 15+50 EG = 4 9 1 8 . 7 FG = 4 9 2 1 . 3 7 16+00 EG = 4 9 1 8 . 7 FG = 4 9 2 1 . 3 4 16+50 EG = 4 9 1 8 . 9 FG = 4 9 2 1 . 3 4 17+00 EG = 4 9 1 9 . 0 FG = 4 9 2 1 . 3 6 17+50 EG = 4 9 1 9 . 3 FG = 4 9 2 0 . 5 6 18+00 EG = 4 9 2 0 . 3 FG = 4 9 2 0 . 0 1 18+50 EG = 4 9 2 0 . 8 FG = 19+00 EG = FG = 42 " F E S ST A 1 0 + 0 0 . 0 0 IN V . E L E V . = 4 9 1 1 . 0 0 S = 0.40% L = 113.5' MA N H O L E 1 5' F L A T T O P R C P ST A 1 1 + 1 5 . 5 0 RI M E L E V . = 4 9 1 7 . 7 0 IN V . E L E V . = 4 9 1 1 . 4 6 S = 0.40% L = 103.7' MA N H O L E 2 5' F L A T T O P R C P ST A 1 2 + 2 3 . 1 8 RI M E L E V . = 4 9 1 8 . 3 6 IN V . E L E V . = 4 9 1 1 . 8 9 S = 0.40% L = 105.9' MA N H O L E 3 5' F L A T T O P R C P ST A 1 3 + 3 3 . 1 1 RI M E L E V . = 4 9 1 8 . 9 7 IN V . E L E V . = 4 9 1 2 . 3 3 S = 0.40% L = 97.3' S = 0.40% L = 132.6' DR A I N B A S I N 2 36 " A D S D R A I N B A S I N S O L I D L I D ST A 1 5 + 7 0 . 9 6 RI M E L E V . = 4 9 2 1 . 2 8 IN V . E L E V . = 4 9 1 3 . 2 9 S = 0.40% L = 84.5' S = 0.40% L = 68.9' DR A I N B A S I N 4 18 " A D S D R A I N B A S I N S O L I D L I D ST A 1 7 + 3 2 . 3 0 RI M E L E V . = 4 9 2 0 . 7 5 IN V . E L E V . = 4 9 1 3 . 9 3 S = 0.40% L = 91.9' IN L E T 1 TY P E R C U R B I N L E T ST A 1 8 + 2 7 . 6 8 RI M E L E V . = 4 9 2 0 . 2 0 IN V . E L E V . = 4 9 1 4 . 3 1 EXISTING GROUND PROPOSED GROUND 42" HP STORM SEWER 42" HP STORM SEWER 30" HP STORM SEWER 21" HP STORM SEWER ST A 1 3 + 1 7 . 5 0 T. O . P . E L E V . = 4 9 1 0 . 3 9 8" W A T E R L I N E C R O S S I N G DR A I N B A S I N 3 24 " A D S D R A I N B A S I N S O L I D L I D ST A 1 6 + 5 9 . 4 6 RI M E L E V . = 4 9 2 1 . 3 4 IN V . E L E V . = 4 9 1 3 . 6 4 MA N H O L E 2 5' F L A T T O P R C P ST A 1 2 + 2 3 . 1 8 RI M E L E V . = 4 9 1 8 . 3 6 IN V . E L E V . = 4 9 1 1 . 8 9 MA N H O L E 3 5' F L A T T O P R C P ST A 1 3 + 3 3 . 1 1 RI M E L E V . = 4 9 1 8 . 9 7 IN V . E L E V . = 4 9 1 2 . 3 3 ST A 1 7 + 5 1 . 3 0 T. O . P . E L E V . = 4 9 1 2 . 3 2 6" F I R E L I N E C R O S S I N G ST A 1 7 + 5 5 . 3 0 T. O . P . E L E V . = 4 9 1 2 . 3 3 4" W A T E R L I N E C R O S S I N G 27" HP STORM SEWER 30" HP STORM SEWER 42" HP STORM SEWER 15" HP STORM SEWER ST A 1 8 + 0 2 . 2 2 CO N N E C T T O R O O F D R A I N WI T H I N S E R T A T E E ST A 1 8 + 1 3 . 2 5 GA S L I N E C R O S S I N G ST A 1 7 + 7 3 . 1 6 UN D E R G R O U N D E L E C T R I C C R O S S I N G 1. 9 ' ST A 1 7 + 1 8 . 9 7 IN V . E L E V . = 4 9 1 0 . 6 6 8" P V C S A N I T A R Y S E W E R C R O S S I N G 2. 2 ' DR A I N B A S I N 1 36 " A D S D R A I N B A S I N S O L I D L I D ST A 1 4 + 3 4 . 4 2 RI M E L E V . = 4 9 2 1 . 2 0 IN V . E L E V . = 4 9 1 2 . 7 4 1. 6 ' 1. 5 ' 1. 5 ' SCALE: 1" = 50' STORM SEWER PLAN & PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 0'25'50'100' 0'25'50'100' Storm Sewer Plan & Profile C4.04 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 5 : 1 2 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 4 . 0 4 - S t o r m . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R IRR IRR IRR IRR IRR IRR IRR I R R I R R I R R FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE W W EV EV F F E D IRR IRR UG E UG E UG E UG E UG E UG E GA S GA S SS SS SS SS WW W W W W W W W WWW SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W UG E UGE UGE UGE GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S IR R I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R W IRR IRR MH MH MH MH MH MH MH MANHOLE 3 5' FLAT TOP RCP INLET 2 TYPE R CURB INLET 19+50 9+50 10+0011+00 12+00 13 + 0 0 14+00 15 + 0 0 16+ 0 0 17+0 0 18+00 19+00 STA 19+50.00 END ALIGNMENT STA 9+50.00 BEGIN ALIGNMENT DRAIN BASIN 7 24" ADS DRAIN BASIN GRATED LID DRAIN BASIN 8 18" ADS DRAIN BASIN GRATED LID DRAIN BASIN 9 12" ADS DRAIN BASIN GRATED LID INLET 3 TYPE C AREA INLET DRAIN BASIN 6 24" ADS DRAIN BASIN SOLID LID CONNECT TO ROOF DRAIN WITH INSERTA TEE CONNECT TO ROOF DRAIN WITH INSERTA TEE 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+50 EG = 4 9 1 9 . 2 FG = 4 9 1 8 . 5 8 10+00 EG = 4 9 1 7 . 4 FG = 4 9 1 8 . 9 7 10+50 EG = 4 9 1 6 . 6 FG = 4 9 2 0 . 2 1 11+00 EG = 4 9 1 6 . 8 FG = 4 9 2 0 . 0 1 11+50 EG = 4 9 1 7 . 2 FG = 4 9 2 0 . 8 9 12+00 EG = 4 9 1 8 . 2 FG = 4 9 2 1 . 8 2 12+50 EG = 4 9 1 9 . 1 FG = 4 9 2 1 . 8 2 13+00 EG = 4 9 2 0 . 5 FG = 4 9 2 2 . 3 6 13+50 EG = 4 9 2 1 . 2 FG = 4 9 2 3 . 3 7 14+00 EG = 4 9 2 1 . 4 FG = 4 9 2 3 . 6 0 14+50 EG = 4 9 2 1 . 7 FG = 4 9 2 3 . 7 3 15+00 EG = 4 9 2 2 . 0 FG = 4 9 2 3 . 9 3 15+50 EG = 4 9 2 2 . 3 FG = 4 9 2 4 . 2 9 16+00 EG = 4 9 2 1 . 9 FG = 4 9 2 3 . 7 9 16+50 EG = 4 9 2 2 . 1 FG = 4 9 2 1 . 3 4 17+00 EG = 4 9 2 1 . 9 FG = 4 9 2 1 . 7 1 17+50 EG = 4 9 2 1 . 8 FG = 4 9 2 0 . 7 5 18+00 EG = 4 9 2 1 . 6 FG = 4 9 2 1 . 2 2 18+50 EG = 4 9 2 1 . 4 FG = 4 9 2 1 . 4 3 19+00 EG = 4 9 2 1 . 2 FG = 4 9 1 9 . 7 6 19+50 EG = 4 9 2 0 . 8 FG = IN L E T 3 TY P E C A R E A I N L E T ST A 1 2 + 6 7 . 5 4 RI M E L E V . = 4 9 2 1 . 2 5 IN V . E L E V . = 4 9 1 3 . 4 0 S = 0.40% L = 304.6' DR A I N B A S I N 6 24 " A D S D R A I N B A S I N S O L I D L I D ST A 1 5 + 7 6 . 1 4 RI M E L E V . = 4 9 2 4 . 1 9 IN V . E L E V . = 4 9 1 4 . 6 3 S = 0.40% L = 63.0' DR A I N B A S I N 7 24 " A D S D R A I N B A S I N G R A T E D L I D ST A 1 6 + 4 3 . 1 2 RI M E L E V . = 4 9 2 1 . 2 5 IN V . E L E V . = 4 9 1 4 . 9 0 S = 0.40% L = 81.9' DR A I N B A S I N 8 18 " A D S D R A I N B A S I N G R A T E D L I D ST A 1 7 + 2 9 . 0 3 RI M E L E V . = 4 9 2 0 . 5 0 IN V . E L E V . = 4 9 1 5 . 2 4 S = 0.15% L = 171.4' DR A I N B A S I N 9 12 " A D S D R A I N B A S I N G R A T E D L I D ST A 1 9 + 0 4 . 4 3 RI M E L E V . = 4 9 1 9 . 5 0 IN V . E L E V . = 4 9 1 5 . 5 0 PROPOSED GROUND EXISTING GROUND 27" HP STORM SEWER S = 0.40% L = 62.5' S = -0.40% L = 195.0' 30" HP STORM SEWER 24" HP STORM SEWER MA N H O L E 3 5' F L A T T O P R C P ST A 1 0 + 0 0 . 0 0 RI M E L E V . = 4 9 1 8 . 9 7 IN V . E L E V . = 4 9 1 2 . 3 3 IN L E T 2 TY P E R C U R B I N L E T ST A 1 0 + 6 7 . 4 6 RI M E L E V . = 4 9 1 9 . 9 6 IN V . E L E V . = 4 9 1 2 . 6 0 15" HP STORM SEWER 12" HP STORM SEWER 18" HP STORM SEWER ST A 1 4 + 0 0 . 0 0 CO N N E C T T O R O O F D R A I N WI T H I N S E R T A T E E ST A 1 5 + 2 1 . 8 7 CO N N E C T T O R O O F D R A I N WI T H I N S E R T A T E E Storm Sewer Plan & Profile C4.05 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 5 : 1 7 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 4 . 0 4 - S t o r m . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 0'25'50'100' SCALE: 1" = 50' STORM SEWER PLAN & PROFILE 1" = 50' VERTICAL SCALE: 1" = 5' 0'25'50'100' HORIZONTAL SCALE: I R R I R R I R R I R R I R R I R R I R R I R R I R R I R R SSSSSSSSSSSSSSS S D MH 9+50 10+00 11+00 11+25 4' STORM SEWER MANHOLE 18" FES STA 9+50.00 BEGIN ALIGNMENT STA 11+25.00 END ALIGNMENT 24" ADS DRAIN BASIN WITH ORIFICE PLATE 4900 4905 4910 4915 4920 4925 4930 4900 4905 4910 4915 4920 4925 4930 9+50 EG = 4 9 1 8 . 4 FG = 4 9 1 1 . 8 9 10+00 EG = 4 9 1 7 . 8 FG = 4 9 1 1 . 0 0 10+50 EG = 4 9 1 6 . 6 FG = 4 9 1 5 . 0 9 11+00 EG = 4 9 1 5 . 8 FG = 4 9 1 1 . 0 0 24 " F E S ST A 1 0 + 0 0 . 0 0 IN V . E L E V . = 4 9 1 1 . 0 0 S = 0.00% L = 64.4' 4' A R E A I N L E T ST A 1 0 + 6 5 . 4 5 RI M E L E V . = 4 9 1 4 . 7 5 IN V . E L E V . = 4 9 1 1 . 0 0 24" HP STORM SEWER PROPOSED GROUND EXISTING GROUND W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W IRR IRR I R R I R R I R R FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE W E FVEV STOP IRR IRR I R R I R R I R R IR R UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE GA S GA S SS SS SS SS WW W W W W W W W WWW SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W UG E UGE UGE UGE GAS GAS GAS GA S GA S GA S GA S GA S GA S I R R I R R I R R I R R I R R I R R I R R I R R I R R W IRR IRR MH MH MH MH MH 9+50 10+00 11+00 11+25 DRAIN BASIN 4 18" ADS DRAIN BASIN SOLID LID DRAIN BASIN 5 24" ADS DRAIN BASIN GRATED LID STA 9+50.00 BEGIN ALIGNMENT STA 11+25.00 END ALIGNMENT I R R I R R I R R I R R I R R I R R IR R IR R GAS GA S IRR GAS GAS GAS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W GA S GA S GA S GA S GA S GA S IR R I R R I R R I R R IR R MH MH MH MH MH MH 9+50 10+00 11+00 11+50 STA 9+50.00 BEGIN ALIGNMENT STA 11+50.00 END ALIGNMENT MANHOLE 2 5' FLAT TOP RCP 12" FES 4910 4915 4920 4925 4930 4935 4940 4910 4915 4920 4925 4930 4935 4940 9+50 EG = 4 9 1 9 . 6 FG = 10+00 EG = 4 9 1 9 . 1 FG = 4 9 2 0 . 7 5 10+50 EG = 4 9 1 9 . 2 FG = 4 9 2 1 . 3 6 11+00 EG = 4 9 1 9 . 5 FG = 4 9 2 0 . 5 0 11+50 EG = FG = DR A I N B A S I N 4 18 " A D S D R A I N B A S I N S O L I D L I D ST A 1 0 + 0 0 . 0 0 RI M E L E V . = 4 9 2 0 . 7 5 IN V . E L E V . = 4 9 1 3 . 9 3 DR A I N B A S I N 5 24 " A D S D R A I N B A S I N G R A T E D L I D ST A 1 1 + 0 1 . 0 9 RI M E L E V . = 4 9 2 0 . 5 0 IN V . E L E V . = 4 9 1 4 . 9 4 S = -1.00% L = 97.1' 15" HP STORM SEWE R EXISTING GROUND PROPOSED GROUND 4905 4910 4915 4920 4925 4930 4935 4905 4910 4915 4920 4925 4930 4935 9+50 EG = 4 9 1 5 . 9 FG = 4 9 1 9 . 4 2 10+00 EG = 4 9 1 8 . 8 FG = 4 9 1 8 . 3 6 10+50 EG = 4 9 1 9 . 4 FG = 4 9 1 8 . 9 0 11+00 EG = 4 9 1 8 . 7 FG = 4 9 1 8 . 6 2 11+50 EG = 4 9 1 6 . 7 FG = MA N H O L E 2 5' F L A T T O P R C P ST A 1 0 + 0 0 . 0 0 RI M E L E V . = 4 9 1 8 . 3 6 IN V . E L E V . = 4 9 1 1 . 8 9 S = 2.68% L = 126.2 ' 12 " F E S ST A 1 2 + 1 5 . 4 5 IN V . E L E V . = 4 9 1 7 . 6 5 12" HP S T O R M S E W E R EXISTING GROUND PROPOSED GROUND S S S S S S S S S S S S S S S S D MH 9+50 10+00 11+00 STA 9+50.00 BEGIN ALIGNMENT STA 11+00.00 END ALIGNMENT 24" FES 4' AREA INLET 4900 4905 4910 4915 4920 4925 4930 4900 4905 4910 4915 4920 4925 4930 9+50 EG = 4 9 1 8 . 1 FG = 10+00 EG = 4 9 1 8 . 4 FG = 10+50 EG = 4 9 1 8 . 7 FG = 4 9 1 7 . 8 8 11+00 EG = 4 9 1 8 . 7 FG = 4 9 1 1 . 8 7 11+50 EG = FG = 18 " F E S ST A 1 1 + 0 1 . 4 5 RI M E L E V . = 4 9 1 2 . 3 2 IN V . E L E V . = 4 9 0 9 . 1 1 S = 1.00% L = 29.4' 4' S T O R M S E W E R M A N H O L E CO N N E C T T O E X . 1 8 " ST O R M S E W E R P I P E S T U B ST A 1 0 + 0 0 . 0 0 RI M E L E V . = 4 9 1 8 . 3 7 IN V . E L E V . = 4 9 0 8 . 1 0 EXISTING GROUND PROPOSED GROUND 18" HP STORM SEWE R EX. 18" RCP STORM SEWER 24 " A D S D R A I N B A S I N WI T H O R I F I C E P L A T E ST A 1 0 + 6 9 . 0 8 RI M E L E V . = 4 9 1 8 . 7 9 IN V . E L E V . = 4 9 0 8 . 7 9 S = 1.00% L = 65.1' 18" HP STORM SEWER 0'25'50'100' Storm Sewer Plan & Profile C4.06 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 5 : 3 2 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 4 . 0 4 - S t o r m . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 SCALE: 1" = 50' STORM SEWER PLAN & PROFILE 0'25'50'100' SCALE: 1" = 50' STORM SEWER PLAN & PROFILE 0'25'50'100' SCALE: 1" = 50' STORM SEWER PLAN & PROFILE 1" = 50' VERTICAL SCALE: 1" = 5' 0'25'50'100' HORIZONTAL SCALE: 0'25'50'100' SCALE: 1" = 50' STORM SEWER PLAN & PROFILE 1" = 50' VERTICAL SCALE: 1" = 5' 0'25'50'100' HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 0'25'50'100' HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 0'25'50'100' HORIZONTAL SCALE: OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE F EV EV F F F EVEV E MB ZIEGLER ROAD RO C K C R E E K D R I V E 10+00 11+00 12+00 13+00 14+00 15+00 15+50 STA 10+00.00 BEGIN ALIGNMENT STA 15+50.00 END ALIGNMENT N: 1431431.39 E: 3134272.47 STA 15+09.64, 6.50' LT. END PAVEMENT MARKING REMOVAL N: 1431431.64 E: 3134280.46 STA 15+09.64, 1.50' RT. END PAVEMENT MARKING REMOVAL N: 1431009.34 E: 3134297.93 STA 10+87.00, 5.96' RT. BEGIN PAVEMENT MARKING REMOVAL N: 1431009.24 E: 3134284.93 STA 10+87.30, 7.04' LT. BEGIN PAVEMENT MARKING REMOVAL RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE CENTERLINE CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 5 : 3 9 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 5 . 0 1 - S i g n & S t r i p e D e m o . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Striping Removal Plan C5.01 SCALE: 1" = 30' STRIPING REMOVAL PLAN 0'15'30'60' OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE F EV EV F F F EVEV E MB ZIEGLER ROAD RO C K C R E E K D R I V E MH 10+00 11+00 12+00 13+00 14+00 15+00 15+50 STA 12+04.29, 5.09' LT. END 4" WHITE PAVEMENT LINE STA 15+09.64, 1.50' RT. END 2 - 4" YELLOW PAVEMENT LINES STA 11+04.30, 6.64' LT. BEGIN 4" WHITE PAVEMENT LINE STA 11+12.04, 2.80' LT. PROPOSED LEFT TURN ARROW PAVEMENT MARKING STA 10+71.82, 26.22' RT. BEGIN CURB & GUTTER, PC CONNECT TO EXISTING STA 11+72.05, 28.60' RT. END CURB & GUTTER CONNECT TO EXISTING RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE STA 14+55.32, 1.50' RT. PT N: 1431471.94 E: 3134277.72 STA 15+50.00, 0.00' T. END ALIGNMENT N: 1430922.20 E: 3134294.65 STA 10+00.00, 0.00' T. BEGIN ALIGNMENT STA 12+04.29, 1.26' LT. PROPOSED LEFT TURN ARROW PAVEMENT MARKING 100' 198'40' 70'54' STA 14+33.51, 2.69' RT. PC STA 13+42.15, 11.50' RT. PC STA 13+63.86, 10.32' RT. PT R2 0 0 ' R2 0 0 ' STA 10+86.51, 41.22' RT. PT STA 11+02.60, 26.86' RT. PT STA 11+36.60, 32.91' RT. PT STA 10+98.51, 30.86' RT. PC STA 11+34.76, 27.61' RT. PC STA 11+58.39, 32.26' RT. PC STA 10+98.51, 26.77' RT. PI STA 11+37.75, 27.69' RT. PI STA 10+86.51, 26.52' RT. PI STA 11+03.99, 6.36' RT. BEGIN 2-4" YELLOW PAVEMENT LINES STA 11+58.87, 34.89' RT. STOP SIGN CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 5 : 4 6 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 5 . 0 2 - S i g n & S t r i p e P R . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Signing and Striping Plan C5.02 SCALE: 1" = 30' STRIPING REMOVAL PLAN 0'15'30'60' CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 5 : 5 3 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.01 R ±4" R ±4" EXISTING UNDISTURBED SOIL (TYP.) PREPARED SUBGRADE, REF. GEOTECHNICAL REPORT/ EARTH MOVING SPEC (TYP.) PROPOSED CONCRETE PAVEMENT WITH INTEGRAL CURB (TYP.) SUMP AT TRENCH INLET 1" BELOW GUTTER FLOWLINE ELEVATION AT BOTTOM OF CURB, TYP. 0.17 2'-0" 3'-0" CURB OPENING1SCALE: NTS 6" 12 " 4.5"1.5" 1.5" RADIUS 1.5" - 2" RADIUS 12 " 36" 4.5"1.5" 1.5" RADIUS 1.5" - 2" RADIUS 2' CONCRETE CHASE2SCALE: NTS d/4'd ' "d" = PVMT DEPTH AS INDICATED ON LAYOUT PLANS EXISTING UNDISTURBED SOIL (TYP.) PREPARED SUBGRADE, REF. GEOTECHNICAL REPORT/EARTH MOVING SPEC (TYP.) 4" CONCRETE SIDEWALK3SCALE: NTS CONCRETE CONSTRUCTION JOINT4SCALE: NTS PREPARED SUBGRADE 6" MINIMUM EXISTING GRADE CONCRETE PAVEMENT GENERAL NOTE:FOR 7" THICK PAVEMENT, PROVIDE A 1 4" PNA DIAMOND DOWEL OR APPROVED EQUAL FOR CONSTRUCTION JOINTS. INSTALL PER MANUFACTURER'S SPECS (TYP.) 1 8" MITER WITH 1 8" "V" SAWCUT JOINT (TYP.) USE KEYWAY OR DIAMOND DOWEL 'd ' GENERAL NOTE: 'd ' CONCRETE CONTRACTION JOINT5SCALE: NTS CONCRETE EXPANSION JOINT6SCALE: NTS CONCRETE PAVEMENT "d" = PVMT DEPTH AS INDICATED ON LAYOUT PLANS GENERAL NOTE: TOOLED CONTRACTION JOINT, A SAWCUT CONTRACTION JOINT MAY BE USED ONLY IF JOINTS ARE SAWCUT AND THEN CUT AGAIN WITH A CHASER BLADE TO CREATE THE LOOK OF A TOOLED CONTRACTION JOINT 1 8" RADIUS (TYP.) 3/8" MAX. 1 1/2" PREPARED SUBGRADE 6" MINIMUM EXISTING GRADE LOCATE WHERE ABUTTING ALL STRUCTURES, BACK OF CURBS, 150' OC ALONG WALKS & AS INDICATED FOR DRIVE SLABS ON SITE LAYOUT PLAN "d" = PVMT DEPTH AS INDICATED ON LAYOUT PLANS PREPARED SUBGRADE 6" MINIMUM EXISTING GRADE CONCRETE PAVEMENTEXISTING PAVEMENT SEALANT TO 1 4" BELOW SURFACE 1 8" RADIUS (TYP.) 1 2" FOR WALKS & BEHIND CURBS 1" FOR DRIVES & PARKING SLABS CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 5 : 5 4 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.02 GENERAL NOTE: ASPHALT STANDARD DUTY PVMT 6" ASPHALT 4" AGGREGATE BASE COURSE SUBGRADE (REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS) EXISTING UNDISTURBED SOIL, TYP. PREPARED SUBGRADE, REF GEOTECHNICAL REPORT/EARTH MOVING SPEC, TYP BASE COURSE, REF NOTE ABOVE FOR DEPTH, TYP. SURFACE COURSE, REF NOTE ABOVE FOR DEPTH, TYP. ASPHALT PAVEMENT7SCALE: NTS ONSITE OUT FALL CURB & GUTTER8SCALE: NTS 6" 12 " 1" 18" 4.5"1.5" 1.5" RADIUS 1.5" - 2" RADIUS ONSITE CATCH CURB & GUTTER9SCALE: NTS 6" 12 " 1" 18" 4.5"1.5" 1.5" RADIUS 1.5" - 2" RADIUS CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 5 : 5 8 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.03 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 0 4 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.04 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 1 1 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.05 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 1 3 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.06 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 1 8 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.07 REV J7001-110-144DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 1-23-06DATE EBCDRAWN BY 06-12-18 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 36" 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP FOR 8"-30" BASINS. 36" BASINS REQ. 2.25 FT FOR REDUCING CONE) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH STANDARD GRATE 1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.©2011 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC REV J7001-110-011DWG NO.1 OF 1SHEET1:1SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 36 IN DRAIN BASIN SPECIFICATIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 3-10-00DATE CJADRAWN BY 02-21-18 NMH ©2013 NYLOPLAST THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X REV E7001-110-192DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 04-03-06DATE EBCDRAWN BY 03-14-16 NMH THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. ©2013 NYLOPLAST REV B7001-110-391DWG NO.1 OF 1SHEET1:12SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 18 IN - 30 IN DRAIN BASIN WITH OUTLET ORIFICE PLATE TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 02-22-10DATE EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 09-04-13 CCA ORIFICE OPENING SIZED PER ENGINEER DESIGN 18" - 30" FRAME & GRATE OR SOLID COVER OUTLET ORIFICE PLATE FASTENED INSIDE OUTLET 4" - 30" INLET AVAILABLE (BASIN SIZE RESTRICTIONS APPLY) 18" - 30" DRAIN BASIN BODY ©2013 NYLOPLAST 12" - 30" OUTLETS WITH ORIFICE PLATES AVAILABLE CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 3 0 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.08 REV E7001-110-042DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 36 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 8-10-00DATE AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 11-2-18 NMH DU C T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NY L O P L A S T TSALPOLYN DUCT I L E I RON TSALPO L YN DUCTILE I R ON DU C T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NY L O P L A S T WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X 2836AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN (2) INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN (3) VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8"6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 36" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 4 - REDUCING CONES DOWN TO 30" DIAMETER WILL BE REQUIRED FOR 36" DRAIN BASINS. ©2010 NYLOPLAST REV E7001-110-298DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH SOLID COVER QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 09-14-07DATE EBCDRAWN BY 06-12-18 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 36" 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH SOLID COVER (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.©2013 NYLOPLAST 1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 12" - 30" SOLID COVERS SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDELINE REV D7001-110-217DWG NO.1 OF 1SHEET1:10SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 24 IN STANDARD GRATE ASSEMBLY - TYPE B TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-08-06DATE EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 08-30-13 CCA 2499CGS APPROX. DRAIN AREA = 194.60 SQ IN APPROX. WEIGHT WITH FRAME = 124.00 LBS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-024 DUCTILE IRON 12.14 6.00 Ø 114.00Ø 99.00 NYLOPLAST DUCTILE IRON DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S 5.00 ©2013 NYLOPLAST CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 3 3 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.09 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 3 5 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.10 RAIN GARDEN CROSS SECTION1SCALE: NTS 4:1 SLOPE TO MATCH EXISTING SEE PLANTING PLAN FOR SURFACE TREATMENT BIORETENTION MEDIA ·WASHED SAND: 60% ·TOP SOIL: 30% ·LEAF / YARDPRIDE COMPOST: 5% ·MULCH: 5% BEDDING COURSE AND SLOTTED UNDERDRAIN 8' 18" 12" WRAPPED 6" PERFORATED PVC UNDERDRAIN CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 4 0 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.11 CE No.: 11 / 1 8 / 2 0 2 5 4 : 0 6 : 4 8 P M Pl o t T i m e S t a m p : DRAFT PREPARED FOR PRELIMINARY SUBMISSION AND REVIEW ONLY -- NOT FOR CONSTRUCTION. \\ c e - c o - s r v - 0 0 4 \ 3 0 0 - 3 9 9 \ 3 2 6 - 0 3 4 - 2 4 F o C o S o u t h e a s t C o m m u n i t y C e n t e r \ 0 3 ) A u t o C A D \ 3 2 6 0 3 4 - C 6 . 0 1 - D e t a i l s . d w g Fi l e L o c a t i o n / N a m e : Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com Kansas City, Missouri Lincoln, Nebraska Lawrence, Kansas Portland, Oregon Fort Collins, Colorado Omaha, Nebraska Charleston, South Carolina PDP/FDP Submittal - Round 1 Southeast Community Center Rock Creek Dr & Ziegler Rd Fort Collins, CO 80528 326-034-24 11/19/2025 Construction Details C6.12