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Plans - Utility Plan - 01/29/2025
UTILITY PLANS FOR O MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE Z � O 0 CO w w A REPLAT OF TRACT NN AND TRACT 00 OF MONTAVA SUBDIVISION PHASE D AND VACATED RIGHT-OF-WAY LOCATED IN A PORTION OF SECTION 32 AND SECTION 33, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. JANUARY 29 2025Imi I I I I Q DRAWN BRB INDEX TO PLANS CHECKED DAP WED ® COVER SHEET 1 DESIGNED BRB FILENAME I� ®�® RICHARDS LAKE RD LEGEND 2 0009_Cover_Infro [�j ®® ROJECT 11,® GENERAL NOTES 3-4 �PpO L' MEN LOCATION QQ�p�G,�p� AMU ............. DEMOLITION AND EXISTING CONDITIONS PLAN 5 mmmmmmu® o OVERALL GRADING PLAN 6 �o�� •....•••�,�� TONAL E Cn GRADING PLAN 7-10 0 z_ DUTCH ROUNDABOUT AND FIDDLE GRADING 11 -13 0 ® � N ® ! INITIAL EROSION CONTROL PLAN 14-16 MOUNTAIN VISTA DR 0 INTERIM EROSION CONTROL PLAN 17-19 Uj FINAL EROSION CONTROL PLAN 20—22 z � OVERALL UTILITY PLAN 23 LV m � ®® ® UTILITY PLAN 24-28 Z z D ® FIRE HYDRANT PLAN 29-30 Cl) V o ® � ®® > w ® SANITARY SEWER PLAN & PROFILES 31 W VINE DR CERTIFICATION STATEMENT T WATER PLAN & PROFILES 32 34 � Q C0 I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT CC Er VICINITY MAP LL NOT TO SCALE STORM PLAN & PROFILES 35-39 COLLINS AND STATE OF COLORADO STANDARDS AND STATUES, RESPECTIVELY; AND Q Z W THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, > _ > STREET PLAN & PROFILES 40-48 AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. Q Q O DEVELOPER V MONTAVA CONSTRUCTION & DEVELOPMENT, INC. DUTCH ROUNDABOUT & FIDDLE PLAN & PROFILE 49-51 INDEMNIFICATION STATEMENT z W 430 N. COLLEGE AVE, SUITE 410 O 0) FORT COLLINS, CO 80524 THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE Q (512)-507-5570 CROSS SECTIONS 52-55 REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE _ LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS Q- INTERSECTION DETAILS 56 OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT ENGINEERING SURVEYING QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL TST, INC. CONSULTING ENGINEERS MAJESTIC SURVEYING, LLC ROUNDABOUT HCP 57-58 RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN 748 WHALERS WAY, SUITE 200 1111 DIAMOND VALLEY DR, SUITE 104 THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. FORT COLLINS, CO 80525 WINDSOR, CO 80550 FIDDLE DESIGN FAST PATHS 59 (970)-226-0557 (970) 833-5698 BASIS OF BEARING STATEMENT SIGHT DISTANCE EXHIBIT 60 THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, PROJECT DATUM: NAVD88 SIGNAGE AND STRIPING 61 -62 RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR S89'57'58"E A DISTANCE OF 2639.84 FEET, BEING MONUMENTED ON THE WEST BY BENCHMARK #1 : CITY OF FORT COLLINS VERTICAL CONTROL 36-01 . A 3 Y4" BRASS CAPPED MONUMENT IN OLD AN 3" ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A 2-1 /2" MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. .5 MILES NORTH OF EAST MOUNTAIN VISTA DR. DRAINAGE PLAN 63 ALUMINUM CAP MARKER L.S. 17497 IN A RANGE BOX. ON THE 1 /4 CORNER MONUMENT. ELEVATION: 5006.60' CONSTRUCTION DETAILS 64-72 City of Fort Collins, Colorado UTILITY PLAN APPROVAL BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01 . A 2" ALUMINUM DISK ON THE EAST END OF BOXELDER SANITATION DISTRICT A HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND LANDSCAPE PLANS 73-75 U1ILITY PLAN REVIEW APPROVED: TST, INC. 200 FEET EAST OF THOREAU DRIVE. City Engineer, Approved Sheets Date CONSULIING ENGINEERS ELEVATION: 5026.59 HYDROZONE PLAN 76 REVIEWED BY: APPROVED: Sute8200aler Fo t Way MANAGERDISTRICT Water&Wastewater Utility, Approved Sheets Date Colorado 80525 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE Phone: 970.226.0557 DOES NOT CONSTITUTE P " OF PLANS. PLAN USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IRRIGATION PLANS 77-79 SEVIEW RESPONSIBLE FOR ACCURACY ANPD ROVAL COMPLETENESS OF PLANS.GINEER APPROVED: Stormwater Utility, Approved Sheets Date roe No. 1230.0009.00 DATUM PRIOR CITY OF FORT COLLINS IF NGVD29 UNADJUSTED DATUM ( ) � SCALE IS REQUIRED FOR ANY PURPOSE THE EAST LARIMER COUNTY WATER DISTRICT APPROVED: N/A FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = U1ILITY PLAN REVIEW Park Planning and Development, Approved Sheets Date DATE NAVD88 DATUM — 3.18'. APPROVED: JANUARY 29, 2025 REVIEWED BY: Traffic Operations, Approved Sheets Date SHEET MNERAL MANAGER DATE APPROVED: 1 of 79 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER Environmental Planner, Approved Sheets Date IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF DESIGN. LEGEND ABBREVIATIONS EXISTING 1' CONTOUR / �4s27\ AC-FT ACRE FEET i EXISTING 5' CONTOUR /— �492g� _/ ASSY. ASSEMBLY 84.0' ROW (MIN.) PROPOSED 1' CONTOUR ��s2j BO BLOW OFF 6.0' 6.0' BLVD BOULEVARD o WALK 31.0' ROADWAY WALK PROPOSED 5' CONTOUR (MIN). 7.0 13.0' 13.0' 7.0' (MIN). BVC BEGIN VERTICAL CURVE zo � BIKE PKWY. (MIN.) PKWY. (MIN.) BIKE EXISTING RIGHT-OF-WAY - - � w LANE 10.5 10.0 10.5 LANE DIA DIAMETER > TRAVEL CENTER TRAVEL PROPOSED RIGHT-OF-WAY — — LU T T EXISTING EASEMENT EAE EMERGENCY ACCESS EASEMENT PROPOSED EASEMENT - — — — — — — — - ESMT EASEMENT GRIM ARTERIAL 2-LANE EXISTING FIRE HYDRANT EVC END VERTICAL CURVE ILTA EX. EXISTING w GIDDINGS ROAD PROPOSED FIRE HYDRANT Q EXISTING ELECTRIC —E E FES FLARED END SECTION 0 PROPOSED ELECTRIC —E E FG FINISHED GRADE m 80' ROW (MIN.) EXISTING GAS —G G FH FIRE HYDRANT DRAWN BRB 0' PKWY PROPOSED GAS G G FL FLOW LINE CHECKED DAP 5, 6, 10'Np 38' ROADWAY 1 (MIN. 6' 5' EXISTING IRRIGATION —1—1 FS FINISHED SURFACE WALK BIKE 8' 8' BIKE WALK DESIGNED (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) PROPOSED IRRIGATION 1 ►f-1 GTV GATE VALE BRB TRAVEL TRAVELcl� FILENAME PROPOSED IRRIGATION SERVICE HDPE HIGH DENSITY POLYETHYLENE PIPE 0009_Cover_Infro EXISTING SANITARY SEWER SS ® HP HIGH POINT p,00 L/c MINOR COLLECTOR SECTION 1 PROPOSED SANITARY SEWER Alk �IN INCH - FE P�KTAL O� 0� INV INVERT MAPLE HILL DRIVE PROPOSED SANITARY SERVICE cnPQQ ��G (SOUTH OF TIMBERLINE INTERSECTION) G OAS EXISTING STORM LINE L LEFT p� .����.••'•� PROPOSED STORM LINE W MANHOLE LF LINEAR FEET W/ TONAL E� 80 ROW MIN. EXISTING WATER W/ VALVE —W W LP LOW POINT 8' PKWY 8' PKWY MH MANHOLE 7' (TYP.) (MIN.) 7► PROPOSED WATER W/ VALVE WALK 38' ROADWAY WALK MIN MINIMUM (MIN.) PROPOSED WATER SERVICE � BIKE 8' 8' BIKE MRJ MECHANICALLY RESTRAINED JOINT (MIN.) PARKING 11' 11, PARKING (MIN.) EXISTING UTILITY PEDESTAL/VAULT FO TO ~~� NTS NOT TO SCALE TRAVEL TRAVEL EXISTING TELEPHONE —T T PC POINT OF CURVATURE EXISTING FIBER OPTIC FO PCR POINT OF CURVE RETURN MINOR COLLECTOR SECTION 2 EXISTING CABLE TV TV KTb PI POINT OF INTERSECTION MAPLE HILL DRIVE (NORTH OF TIMBERLINE EXISTING OVERHEAD ELECTRIC OHE ROAD) AND TIMBERLINE ROAD PRC POINT OF REVERSE CURVE PROPOSED FLOW ARROW W PROP. PROPOSED TOP OF FOUNDATION ELEVATION TOF=51.13 PT POINT OF TANGENCY Z 51' ROW (MIN.) FINISHED GRADE F.G.=50.63 O 6.5' PKWY 6.5' PKWY A APVC POLY VINYL CHLORIDE (PIPE) 0 (TYP.) (MIN.) PROPOSED SWALE CROSS-SECTION Lj PKG PARKING 5' 28' ROADWAY 5, WALK 81 WALK PKWY PARKWAY (MIN.) 10, 10, PARKING (MIN.) PROPOSED THRUST BLOCK Q TRAVEL TRAVEL R RADIUS PROPOSED STORM INLET � Im CO Z Q PROPOSED SEDIMENT CONTROL LOG ® RD ROAD D WD ROW RIGHT OF WAY RESIDENTIAL LOCAL PROPOSED CURB INLET PROTECTION LL ILTA MIDDLE FARM WAY PROPOSED RIPRAP PAD S SLOPE > Z J Q PROPOSED VEHICLE TRACKING SF SQUARE FEET Q CONTROL PAD SS SANITARY SEWER F_ PROPOSED SILT FENCE SILT Z W 72' ROW (MIN.) ST STREET O co 7, PKWY DRAINAGE BASIN x STA. STATION Q 7' PKWY X = AREA, ACRES AB-C (TYP.) 36' ROADWAY (MIN) AB-C = BASIN NUMBER Y ST-X STORM SEWER 5' 6 6' 5' Y = BASIN % IMPERVIOUS CL WALK BIKE 8' 8' BIKE WALK TB THRUST BLOCK (MIN.) (MIN.) PARKING 10, 10, PARKING (MIN.) (MIN.) TRAVEL TRAVEL_mams� PROPOSED DRAINAGE DESIGN POINT TOF TOP OF FOUNDATION PROPOSED STORM DESIGN POINT O TOP TOP OF PIPE TRM TURF REINFORCEMENT MAT CONNECTOR LOCAL W/ BIKE LANES PROPOSED BASIN BOUNDARY ■ ■ ILTA TYP. TYPICAL FLINT HILL DRIVE PROPOSED LIMITS-OF-DISTURBANCE EXISTING SIGN W/ WITH PROPOSED SIGN WL WATER LINE VC VERTICAL CURVE PROPOSED CONCRETE SURFACE ° a d PROPOSED PAVER SURFACE (ABOVE SYMBOLS ARE NOT TO SCALE) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N/A DATE ANUARY 29, 2025 SHEET 2 of 79 A GENERAL NOTM 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE ENCOUNTERED AT PIPELINE GRADE 1-1/2"UNIFORMLY GRADED WASHED ROCK SHALL BE USED FOR STABILIZATION. FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE BEDDING MATERIAL SHALL BE PLACED AND COMPACTED UNDER AND AROUND SIDES OF THE PIPE. PLACE BEDDING 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROVED WITH A HEAVILY LOADED VEHICLE IN SUCH A MANNER AS TO PROVIDE SOLID, UNIFORM BEARING SURFACE FOR FULL LENGTH OF BARREL MINIMUM STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. 301NITIAL LIFT ABOVE PIPE BEFORE OTHER THAN HAND COMPACTION EQUIPMENT IS TO BE USED. NOTE MAXIMUM APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. `PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT TRENCH WIDTH DETAIL SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK EXCAVATING AND TRENCHING. SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR 12. BACKFILL: BACKFILLING OF TRENCH SHALL BE PERFORMED AS SOON AS PRACTICAL, SUBSEQUENT TO INSPECTION 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE AND APPROVAL BACKFIWNG OF ACCEPTABLE MATERIAL SHALL NOT BE PLACED IN LIFTS OF GREATER THAN ONE 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY NOTIFIED AT LEAST 24 HOURS PRIOR TO THE `PROOF ROLL" ALL 'PROOF ROLLS" SHALL BE PREFORMED IN THE (1) FOOT. BACKFlLL SHALL BE COMPACTED TO 95X OF OPTIMUM DENSITY IN ROADWAY AND RESIDENTIAL AREAS UNLESS SPECIFICALLY STATED OTHERWISE. CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PRESENCE OF AN INSPECTOR. AND 9OX IN ALL OFF-SITE EASEMENT AREAS UNLESS OTHERWISE NOTED. COMPACTION TESTING OF BEDDING AND o PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. BACK FILL SHALL BE AT LEAST FIVE TESTS PER 1,000 FEET AND AT VARYING DEPTHS AND LOCATIONS IN '- 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VAUD FOR A PERIOD OF THREE YEARS FROM THE C.TRAFFIC SIGNING AND PAVEMENT MARIONO CONSTRUCTION NOTES ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE AUTHORITY OR AS REQUIRED IN PROJECT SPECIFIC z DATE OF APPROVAL BY THE LOCAL EN11TY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE SPECIFICATIONS. REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL > o SHOWN IN THESE PLANS. OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 13. CONCRETE: ALL CONCRETE CONSTRUCTION SHALL BE COMPLETED UTILIZING 3,000 PSI AT TWENTY--EIGHT (28) DAYS w SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE OR EQUAL CONCRETE. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM SIGN AS NEEDED. 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEERS WORK, FOR ANY ERRORS AND THERMO-PLASTIC. 14. PAVEMENT OR OTHER REPAIRS. IN EVENT THAT ASPHALT OR CONCRETE PAVEMENT, SIDEWALKS, STORM SEWERS, OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING WATERLINE OR ANY OTHER PUBLIC OR PRIVATELY OWNED PROPERTY IS DAMAGED OR REQUIRES RECONSTRUCTION NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENTS LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS DUE TO THE WORK, REPAIRS OR REPLACEMENT WILL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO OTHERWISE SPECIFIED IN MUTCD. LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED APPROPRIATE GOVERNING AUTHORITY. PRIVATE PROPERTY WILL BE RETURNED TO ITS ORIGINAL CONDITION OR AS ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH AND FROM THE DEVELOPMENT. AUGUST 1, 2021 PAGE E-2-5 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS CLOSE TO ORIGINAL CONDITION AS REASONABLY POSSIBLE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. Uj 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 15. SERVICE TAPS ON EXISTING LINES: ALL TAPS MADE ON EXISTING LINES SHALL BE COMPLETED AT DEVELOPERS 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER 'DRY" LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUC110N ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICTS AUTHORIZED CONTRACTOR WITH NO EXCEPTION. o UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 5. ALL LANE LINES SHALL BE LATEX PAINT. DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 16. INSPECTION: CONSTRUCTION SHALL CONFORM TO DISTRICT STANDARDS AND SPECIFICATIONS OR PROJECT SPECIFIC 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLE110N OF 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE SPECIFICATIONS AT ALL TIMES. THE DISTRICT SHALL INSPECT THE CONSTRUC110N AS NECESSARY AND SHALL m 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE OBSERVE ALL LINE TESTING. THE DISTRICT SHALL HAVE THE AUTHORITY TO ASCERTAIN THAT ALL CONSTRUCTION OF ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION CONSTRUCTED, UNLESS SPECIFICALLY N0TED OTHERWISE. APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. FACILITIES IS EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION REQUIREMENTS AS SET FORTH IN. DRAWN OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE BRB DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE 17. TESTING: ALL LINES SHALL BE PRESSURE TESTED AND FLUSHED BY THE CONTRACTOR IN ACCORDANCE WITH DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE STANDARDS. DISTRICT STANDARDS AND SPECIFICATIONS AND UNDER THE DISTRICTS SUPERVISION. UPON PASSING, COPIES OF CHECKED 7. THE ENGINEER SHALL CONTACT THE UTIUTY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT AS-BUILT RECORD DRAWINGS. ALL PASSING TEST RESULTS INCLUDING SOILS COMPACTION IN THE AREA OF SEWER MAIN CONSTRUCTION SHALL BE DAP LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY 8. LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND PROVIDED TO THE DISTRICT. LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH /IRRIGATION COMPANY) ARE TO BE 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) BRIDGE CONSTRUCTION. DESIGNED LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTIUTY SERVICE LATERALS ARE ALSO TO BE LOCATED COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION 18. ACCEPTANCE: UPON COMPLETION OF ALL U11UTY CONSTRUCTION (SEWER AND OTHER) AND FULFILLMENT OF ALL BRB PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE AGREEMENTS NEEDED FOR THE JOB. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. DISTRICT REQUIREMENTS, PRELIMINARY ACCEPTANCE OF NEW SEWER SYSTEM IMPROVEMENTS WILL OCCUR IN FILENAME ALL EXISTING U11U11ES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. ACCORDANCE WITH DISTRICTS ACCEPTANCE PROCEDURE. 0009_Cover_Infra 38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUA110N 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND 19. WARRANTY: THE CONTRACTOR SHALL WARRANT THE MATERIALS, INSTALLATION, WORKMANSHIP AND SURFACE COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. THE LOCAL ENTITY ENGINEER IMMEDIATELY. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING THIS WARRANTY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPEC110N MUST BE CORRECTED BEFORE THE 2-YEAR PERIOD THE DEVELOPER SHALL PROMPTLY REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE WORK AREA. AT �P00 L/c 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS WARRANTY PERIOD WILL BEGIN. THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD THE DISTRICT WILL MAKE A FIELD INSPECTION. UPON 90 THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFlCA110N(S) MUST BE KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITYS INSPECTOR AT ALL TIMES. UPON SATISFACTORY CORRECTION OF ANY DEFICIENCIES N0TED THE DISTRICT WOULD MAKE FINAL ACCEPTANCE OF THE pE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND LINES AND WORK. THE LINES AND THE APPURTENANCES SHALL THEN BECOME THE SOLE PROPERTY AND ENGINEER. UTILITIES. RESPONSIBILITY OF BOXELDER SANITATION DISTRICT. 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 DISRUP110N 40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCA110N TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 20. DRAWINGS OF RECORD AND TOTAL COSTS: WITHIN 90 DAYS OF PRELIMINARY ACCEPTANCE OF THE NEW FACILITIES, Q FOB OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE THE DISTRICT SHALL BE PROVIDED WITH ACCEPTABLE DRAWINGS OF RECORD OF THE COMPLETE SYSTEM CONSISTING �O� •....••'�G� ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. AS FOLLOWS: 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO OF TWO SETS OF FILL SIZE REPRODUCED PRINTS, TWO SETS OF %-SIZE REPRODUCED PRINTS, ONE SET OF 6 MIL /ON&E� INITIATION OF THE WARRANTY PERIOD, THE LOCAL EN11TY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL DOUBLE MATTED REPRODUCIBLE MYLARS AND ONE COMPLETE DIGITAL FILE EQUIVALENT (SOFTWARE AND VERSION TO 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL PROJECT DATUM: NAVD88 SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION BE CONFIRMED AT TIME OF DELIVERY). WRITTEN CONFIRMATION OF THE TOTAL COST OF ALL SEWER SYSTEM THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND IMPROVEMENTS SHALL ALSO BE SUBMITTED WITH THE DRAWINGS OF RECORD. TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUC110N BENCHMARK #1: CITY OF FORT COLLINS VERTICAL CONTROL 36-01. A 3 Y4' BRASS CAPPED MONUMENT IN OLD STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. .5 MILES NORTH OF EAST MOUNTAIN VISTA DR. (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). ON THE 1/4 CORNER MONUMENT. 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF U11UTlES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL ELEVATION: 5006.60' 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO CONTROL DEVICES, FOR ADDITIONAL DETAIL INSTALA710N OF THE WATER LINES AND DRY UTILITIES. BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01. A 2' ALUMINUM DISK ON THE EAST END OF A HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND 200 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR DEUNEATORS IN CONSTRUCTION 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE FEET EAST OF THOREAU DRIVE. AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. ELEVATION: 5026.59 17. NO 'RESET"ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. 18. ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WATERS OF THE UNITED STATES. WITH THE LCUASS CRITERIA. LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE AUGUST 1, 2021 PAGE E-2-6 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) - DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), NAVD88 DATUM - 3.18'. Q THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 1 � 1 BASIS OF BEARING STATEMENT. THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES Uj 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACIU11ES LOCATED RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR S89'57'58"E A DISTANCE OF 2639.84 LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACIU11ES SHALL BE THE RESPONSIBILITY OF ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE FEET, BEING MONUMENTED ON THE WEST BY AN 3' ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A THE PROPERTY OWNER(S). Z PROPERTY OWNER(S). 2-1/2' ALUMINUM CAP MARKER L.S. 17497 IN A RANGE BOX. O 2. ALL RECOMMENDA110NS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY "FINAL DRAINAGE REPORT FOR 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, 41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE", DATED JANUARY 29, 2025 BY TST, INC. CONSULTING ENGINEERS BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. SHALL BE FOLLOWED AND IMPLEMENTED. 0 CIO CER71FICA11ON SHALL BE SUBMITTED TO THE STORMWATER U11UTY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO 42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, m W THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPERS EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO Q O DEVELOPMENT AGREEMENT. COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS co z 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT 43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A COND1110N EQUAL TO PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL THE DEVELOPMENT AGREEMENT. CO J DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE 4. SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL -APPENDIX F CONSTRUC110N CONTROL MEASURES U. DEVELOPMENT. EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS STANDARD NOTES AND STANDARD EROSION CONTROL NOTES. m WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, 19. ALL RECOMMENDA110NS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY "FINAL DRAINAGE REPORT FOR MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL E BOXELDER SMffATM DUffFWr 0ONSTMOTM NOTM > W MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE' JANUARY 29, 2025, BY TST, INC. CONSULTING ENGINEERS SHALL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. < Q Z BE FOLLOWED AND IMPLEMENTED. THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT 'STANDARD CONSTRUCTION SPECIFICATION FOR 44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR SEWER MAINS"AS ADOPTED BY THE BOXELDER SANITATION DISTRICT (DISTRICT) AND IS TO BE CONSIDERED AS SUCH. Uj 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY IN THE EVENT OF ANY QUESTION THE FULL DOCUMENT SHALL TAKE PRECEDENCE. Z W ♦R PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH THESE PLANS. O V TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 1. EXISTING UTILITY LOCATES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE FIELD LOCATES 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL `T"INTERSECTIONS. OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE ALL AFFECTED UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. IN THE EVENT OF DAMAGE TO ANY EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE EXISTING UTIUTY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE UTIUTY INVOLVED AND UNLESS MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS AUTHORIZED IN WRITING BY THE OWNER OF THE SUBJECT UTILITY, SHALL NOT ATTEMPT TO MAKE REPAIRS. THE THE LOCAL ENTITY STREET INSPECTOR. FROM THE DATE OF ACCEPTANCE. COST OF REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT 2. DISTRICT OWNED EASEMENT PICTURES: CONTRACTOR TO PROVIDE SEQUENTIAL DIGITAL PICTURES SPACED AT NO PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES. MORE THAN 300 FEET DETAILING CONDITIONS OF THE OFF-SITE BOXELDER OWNED EASEMENT CONDITIONS AND ANY STRUCTURES THAT COULD BE AFFECTED, TO THE DISTRICT AND THE PROPERTY OWNER PRIOR TO THE START OF 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES 48. APPROVED VARIANCES FOR THE PROJECT ARE LISTED AS FOLLOWS: ANY OFF-SITE WORK THESE PICTURES SHALL INCLUDE ALL EXISTING FENCE, DITCHES, DITCH STRUCTURES, OUT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING - DESIGN SPEED REDUCTION BUILDINGS, WATER TROUGHS, TREES AND ALL OTHER LANDSCAPING. PICTURES ARE TO BE PLACED AT NO MORE INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL EN11TY EROSION CONTROL INSPECTOR (FORT COLLINS - - ROADWAY CROSS SECTIONS do UTILITY EASEMENT THAN FOUR (4) PICTURES ON A 11X8 SHEET OF PHOTO PAPER INSERTED INTO TRANSPARENT SLEEVES AND 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR DELIVERED WITH THE DRAWINGS OF RECORD IN A THREE (3) RING BINDER. CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER B. PROPER NO110E OF CONSTRUC11ON ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE 3. PROTEC110N OF PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTEC110N FROM DAMAGE OF ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL ALL PUBUC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE. SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 4. SAFETY ALL SEWER MAIN INSTALLATION WITHIN THE DISTRICT SHALL BE SUBJECT TO CURRENT (OCCUPATIONAL 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT OF-WAY AFTER 2• A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO SAFETY AND HEATH ASSOCIATION (OSHA) AND THE COLORADO SAFETY ASSOCIATION, (CSA) SAFETY REQUIREMENTS. RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH CONTRACTOR SHALL ALSO COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS SET FORTH BY CITY, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL COUNTY, STATE AND FEDERAL AGENCIES HAVING APPLICABLE AUTHORITY. THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITYS DEFAULT PAVEMENT 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM 5. START OF CONSTRUCTION: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR DESIGN REVIEW OF THE DISTRICT. THE THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR TESTING TO ALLOW FOR PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN SCHEDULING. A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL EN11TY ENGINEER APPROVES THE COLLINS. 6. ROAD EXCAVA110N PERMITS: IN EVENT THAT STATE, COUNTY OR CITY ROAD EXCAVATION PERMIT(S) ARE REQUIRED, FINAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ROAD PERMITS WHICH MAY BE REQUIRED. 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED 7. OTHER PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER THE LOCAL ENTITY ENGINEER. CONSTRUCTION. 020 LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER 5. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR TST, INC. TO THE LOCAL EN11TY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 8. REVISIONS: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE GIVEN. ALL REQUESTS FOR FIELD REVISION CONSULTING ENGINEERS DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED NTH THE LOCAL ENTITY BEFORE INSTALLATION SHALL BE MADE IN WRITING ACCOMPANIED BY PROPOSED CHANGE INDICATED ON COPY OF THE APPROVED DESIGN 748 Whalers Way OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO DRAWINGS. ANY FIELD REVISION APPROVED AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE Suite 200 Fort Collins OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE DRAWINGS OF RECORD. Colorado 80525 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH Phone: 970.226.0557 PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK CHAPTER 25, RECONSTRUC110N AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING 9. MATERIALS: PLASTIC PIPE -ALL GRAVITY SANITARY SEWER PIPING SHALL BE POLYVINYL CHLORIDE (PVC) UNLESS JOB NO. ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO / SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY OTHERWISE NOTED ON THE APPROVED DRAWINGS. PIPE 15"AND SMALLER SHALL CONFORM TO ASTM D3034, TYPE 1230.0009.00 EXCEPT C G ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. PSM, AND SDR 35. PIPE 18"AND LARGER SHALL CONFORM TO ASTM F679. ALL FITTINGS SHALL BE (PVC) UNLESS SCALE 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN OTHERWISE NOTED. N/A SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL 10. PIPE COVER: A MINIMUM COVER OF 3-1/2 FEET OF COVER SHALL BE MAINTAINED THROUGHOUT THE SEWER LINE DATE Pam• AND SERVICE LINE INSTALLATION. JANUARY 29, 2025 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY SHEET WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN J( INCH DEEP OR 5 FEET 11. BEDDING: ALL SEWER MAIN INSTALLATION SHALL INCLUDE BEDDING. BEDDING SHALL BE I' WASHED ROCK FORCE AT THE TIME OF FINAL PLAT APPROVAL LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. UNIFORMLY GRADED AND COMPACTED. REFER TO FORCE MAIN DESIGN FOR FORCE MAIN BEDDING REQUIREMENTS. 3 TRENCH SHALL BE EXCAVATED TO A DEPTH BELOW ESTABLISHED GRADE EQUAL TO 14 OF PIPE DIAMETER (MIN. 4). of 79 9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BELL DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT UNSTABLE TRENCH CONDITIONS ARE F. EAST LARIMER COUNTY WATER DISTRICT GIMERAL NOTES 20. PROJECT AS-BUILT AND RECORD DRAWING REQUIREMENTS: 22. ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. A. AS-BUILT DRAWINGS ARE COMPILED AND MAINTAINED DURING CONSTRUCTION BY THE MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT "STANDARD CONSTRUCTION CONTRACTOR AND IDENTIFY, IN RED INK, ON-SITE CHANGES TO THE ORIGINAL DESIGN. AS-BUILT 47. SPILLS: FOR THOSE MINOR SPILLS THAT, ARE LESS THAN THE STATES REPORTABLE QUANTITY FOR SPILLS, STAY SPECIFICA11ONS FOR WATER MAINS" (SPECIFICATION) AS ADOPTED BY THE EAST LARIMER COUNTY DRAWINGS SHALL BE DELIVERED TO THE DISTRICT (ELECTRONICALLY IN PDF FORMAT OR OTHERWISE AS 23. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF WATER DISTRICT (ELCO'OR DISTRICT) AND IS TO BE CONSIDERED AS SUCH. IN THE EVENT OF ANY REQUESTED BY THE DISTRICT) FOR ACCEPTANCE AND TO THE PROJECTS DESIGN STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT FORT COLLINS UTILITIES BY EMAIL AT EROSIONOFCGOV.COM OR PHONE (970) 817-4770. FOR ANY CONFLICT THE FULL DISTRICT SPECIFICATION DOCUMENT SHALL TAKE PRECEDENCE OVER THESE GENERAL ENGINEER FOR CREATION OF RECORD DRAWINGS. TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY NOTES. IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT 21. RECORD DRAWINGS ARE PREPARED BY THE PROJECTS DESIGN ENGINEER AND SHALL (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE 1. STANDARDS AND SPECIFICATIONS: CONSTRUCTION SHALL BE PER THE DISTRICT ACCURATELY REFLECT ANY CHANGE MADE IN THE FIELD WHICH VARIES FROM THE ACCEPTED 24. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN SPECIFICATIONS IN EFFECT AT THE START OF CONSTRUCTION. MATERIAL OR EQUIPMENT SHALL BE CONSTRUC11ON PLANS, AS NOTED IN THE AS-BUILT DRAWINGS, INCLUDING AT A MINIMUM, FIELD SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT DOCUMENTA11ON SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE o MANUFACTURED PER THE MOST RECENT VERSION OF APPLICABLE INDUSTRY STANDARDS. DIMENSIONS AND ELEVATIONS, HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN CLEANED UP IMMEDIATELY. APPURTENANCES. THE RECORD DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR z it 2. LOCATES: CONTRACTOR SHALL COORDINATE FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO PRIOR TO PRELIMINARY ACCEPTANCE OF THE PROJECT. RECORD DRAWINGS ARE TO BE DELIVERED TO REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION 48. SELECTION OF 'PLASTIC WELDED"EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, O 0 Ld COMMENCEMENT OF ANY CONSTRUCTION AND AS REQUIRED NOTIFY ALL AFFECTED UTILITY COMPANIES THE DISTRICT IN ELECTRONIC FORMAT AS ADOBE (PDF), AUTOCAD AND ARCMEW SHAPE FILES ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. cf) o PRIOR TO COMMENCING CONSTRUCTION. COST OF REPAIRS TO ANY UTILITY DAMAGED DURING DISTRICT (RELEASE VERSION TO BE CONFIRMED WITH DISTRICT AT TIME OF SUBMITTAL). SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO w WATERLINE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STORE MATERIAL IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL 49. ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM � 22. WARRANTY: THE OWNER SHALL WARRANT ALL WORK ASSOCIATED WITH THE WATERLINE TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE 3. DAMAGE TO PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION INSTALLATION INCLUDING, BUT NOT LIMITED TO THE MATERIALS, INSTALLATION WORKMANSHIP AND MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE AND SHALL SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING 25. ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY FOR LONG TERM MAINTENANCE OF THOSE FACILITY. BE FULLY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY AND ALL PUBLIC AND PRIVATE THIS WARRANTY PERIOD THE OWNER SHALL REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE PROPERTY. WORK AREA. AT THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD AND UPON SATISFACTORY CORRECTION INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED 50. ALL FlNAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: OF ANY DEFICIENCIES NOTED, THE DISTRICT SHALL ACCEPT THE CONSTRUCTED LINES AND PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. CONSTRUCTION CONTROL MEASURES. 4. SAFETY: CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS APPURTENANCES AS THE SOLE PROPERTY AND RESPONSIBILITY OF THE DISTRICT. Uj SET FORTH BY ANY LOCAL, CITY, COUNTY, STATE OR FEDERAL AGENCY HAVING APPLICABLE AUTHORITY. (L PROJWr &OWRO ER08M OONTWL NOM 26. ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY 51. ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR o 5. LANDSCAPING ADJACENT TO DISTRICT WATERLINES: NO LANDSCAPING (BUSHES, SHRUBS, IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. TREES OR OTHER PLANTINGS) THAT HAS A MATURE HEIGHT OF OVER 3 FEET (3-FT) SHALL BE PLACED 1. THE PROPERTY OWNER, OWNERS REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE WITHIN TEN FEET (10-FT) OF ANY DISTRICT WATERLINE OR APPURTENANCE (DISTRIBUTION MAIN, SERVICE CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 52. SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL I m LINE, FIRE HYDRANT, METER, ETC.). BUSHES OR SHRUBS WITH A MATURE HEIGHT OF LESS THAN 3-FT AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION COMPLY WITH ALL REQUIREMENTS SET FORTH IN STREET TREE NOTES AND GENERAL LANDSCAPE NOTES. SHALL BE PLACED A MINIMUM 4-FT FROM ANY DISTRICT WATERLINE OR APPURTENANCE. THE DISTRICT CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER 27. ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE DRAWN SHALL HAVE THE RIGHT TO REMOVE ANY LANDSCAPING THAT VIOLATES THIS STANDARD, AT ANY TIME POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 53. ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND BRB SUCH LANDSCAPING IS DISCOVERED, AND SHALL NOT BE REQUIRED TO REPLACE THE REMOVED THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND DEPTHS REQUIREMENTS. LANDSCAPING. ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4. CONSTRUCTION CONTROL MEASURES AND 28. ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE CHECKED SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT 54. ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST DAP 6. DESIGN APPROVAL AND CONSTRUCTION START: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY DESIGN ACCEPTANCE FROM ELCO. DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING 2. THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES DESIGNED CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL 29. ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL BRB MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. FILENAME 7. PERMITS: CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS WHICH MAY BE APPLICABLE TO THIS PROJECT. 0009_Cover_Infro REQUIRED. FOR ANY PERMITTING WHERE THE DISTRICT MUST APPLY FOR A PERMIT THE CONTRACTOR 30. NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER 55. ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE SHALL COORDINATE, COVER THE COST AND SCHEDULE THE PERMIT ACQUISITION WITH THE DISTRICT. 3. THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR 8. CHANGES DURING CONSTRUCTION: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES Rl-P00 L/c .. GIVEN. ALL REQUESTS FOR SUCH FIELD REVISION SHALL BE MADE IN WRITING WITH THE PROPOSED 4. THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ��.• � CHANGE INDICATED ON A COPY OF THE SIGNED DESIGN DRAWINGS. ANY FIELD REVISION APPROVED THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES Vim; AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE AS-BUILT DRAWINGS. CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UN11L TEMPORARY SEEDING OR NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED QQ �G REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PERMANENT EROSION CONTROL CAN BE PERFORMED. ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. • � ,Q) P�S�9. MATERIALS OF CONSTRUCTION: PLEASE CONTACT eroslon0fegov.com EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS •; A. PIPE: ALL WATER PIPING SHALL BE POLYVINYL CHLORIDE (PVC). ALL PVC PIPING 6-INCH WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN 31. ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY 56. THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES, WITH THE EXCEPTION OF STREET Q F0� \��<v� THROUGH 12-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES TREES, FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER 0 •....••• G� ACCORDANCE WITH AWWA STANDARD C900, "POLYVINYL CHLORIDE (PVC) PRESSURE COMMENCE IS AN AUTOMATIC 'NOTICE OF VIOLATION"AND CAN RESULT IN FURTHER ENFORCEMENT ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS /ON&E� PIPE, 4-INCH THROUGH 12-INCH, FOR WATER DISTRIBUTION". ALL PVC PIPING 14-INCH ACTIONS. THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. THROUGH 24-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. ACCORDANCE WITH AWWA STANDARD C905, "POLYVINYL CHLORIDE (PVC) WATER 5. THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TRANSMISSION PIPE, NOMINAL DIAMETERS 14-INCH THROUGH 36". PIPE WITH A DIAMETER TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, 32. AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI 57. THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL GREATER THAN 24 INCHES SHALL BE SPECIFIED BASED ON ENGINEERED DESIGN. SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL B. TRACER WIRE: ALL WATER PIPING SHALL BE INSTALLED WITH A TWELVE (12) GAUGE SOLID UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED COPPER WIRE, PLASTIC COATED, SIX HUNDRED (600) VOLT TAPED TO TOP OF PIPE AND CONSTRUCTION. PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR SURFACED AT EACH HYDRANT INTO A TRACER WIRE BOX. SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT C. PIPE JOINTS: PIPE JOINTS SHALL BE MADE USING AN INTEGRAL BELL WITH AN ELASTOMERIC 6. AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, TRACKING ACTIVITIES). AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, GASKET PUSH-ON TYPE JOINT OR USING MACHINED COUPLINGS OF A SLEEVE TYPE WITH SELECTED, INSTALLED, MAINTAINED, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED RUBBER RING GASKETS AND MACHINED PIPE ENDS TO FORM A PUSH-ON TYPE JOINT. CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF 33. IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. D. MATERIALS AND INSTALLATION: ALL MATERIALS INSTALLED SHALL BE NEW AND FREE OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS MANUFACTURER DEFECTS. ANY DEFECTIVE OR DAMAGED MATERIALS NOTED ON THE POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT 58. THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF CONSTRUCTION SITE SHALL BE SO MARKED AND REMOVED FROM THE SITE. UNDER NO 7. ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT INTO THE DRAINAGE SYSTEM. SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CIRCUMSTANCES SHALL ANY PVC PIPING BE INSTALLED UTILIZING MECHANICAL EQUIPMENT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE TO SEAT THE JOINTS. 34. CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING E. PIPE FITTINGS: ALL FITTINGS SHALL BE MECHANICAL JOINT, DUCTILE IRON, MANUFACTURED IN 8. AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. ACCORDANCE WITH AWWA STANDARD C153. FITTINGS SHALL BE FURNISHED WITH A THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC CEMENT-MORTAR LINING OF STANDARD THICKNESS CLASS WITH A 250 PSI PRESSURE RATING. PLANS, THE DEVELOPER SHALL AT ALL 71MES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRA11ON OF SUCH POLLUTANT. THEREFORE, F. GATE VALVES: GATE VALVES SHALL CONFORM TO AWWA STANDARD C509 WITH ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON 1 1 MECHANICAL JOINT, 2" OPEN LEFT OPERATING NUT AND RESILIENT SEAT IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY LU G. BUTTERFLY VALVES: BUTTERFLY VALVES SHALL BE USED FOR ALL VALVES 12-INCHES AND LARGER EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE AND CONFORM TO AWWA STANDARD C504 WITH MECHANICAL JOINT, 2" OPEN LEFT SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). Z OPERATING NUT, RESILIENT SEAT AND SHALL BE EQUIPPED WITH SAND BONNET. INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE O H. FIRE HYDRANTS: HYDRANTS SHALL CONFORM TO AWWA STANDARD C502, 1" SQUARE UPON REQUEST BY THE CITY. 35. IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE OPEN-RIGHT OPERATING NUT. ALLOWABLE MANUFACTURERS AND MODELS ARE MUELLER SUPER REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. CENTURION WITH EPDXY COATED SHOE OR AMERICAN FLO CONTROL WATEROUS PACER WB 67-25OX WITH 9. ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN 0 CIO EPDXY COATED SHOE. ALL FITTINGS SHALL BE SWING ASSEMBLIES WITH THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL 36. THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND S2 � W ANCHOR COUPLINGS. REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR cr I. PIPE, VALVE AND FITTING WRAP: ALL FITTINGS, VALVES, FIRE HYDRANT SHOES AND PLUGS THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, Q O SHALL BE POLY-WRAPPED WITH 8-MIL THICK POLYETHYLENE PLASTIC WRAP, DOUBLE LAYERED, EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLU11ON SOURCE CONTROL MEASURES. THE DEVELOPER VEHICLE TRACKING, AND SEDIMENT DEPOS111ON THAT COULD IMPACT WATER QUALITY. AND ENDS SECURELY TAPED PRIOR TO BACKFTLL ALL FITTING BOLTS SHALL HAVE ZINC CAPS SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. INSTALLED. 37. ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR 10. THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED 10. BEDDING: ALL PIPE SHALL BE BEDDED IN 3/4" WASHED ROCK UNIFORMLY GRADED AND DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. m J COMPACTED. TRENCH SHALL BE EXCAVATED TO A DEPTH BELOW ESTABLISHED GRADE EQUAL TO 1/4 OF ENGINEERS'404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT OF PIPE DIAMETER (MIN. 4"). BELL DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 38. ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN UNSTABLE TRENCH CONDITIONS ARE ENCOUNTERED AT PIPELINE GRADE 1-1/2" UNIFORMLY GRADED DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, m WASHED ROCK SHALL BE USED FOR STABILIZATION. BEDDING MATERIAL SHALL BE PLACED AND 11. THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE COMPACTED UNDER AND AROUND SIDES OF THE PIPE PER THE PIPE MANUFACTURERS INSTALLATION INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL PRACTICAL WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, > RECOMMENDATIONS. NOTE MAXIMUM TRENCH WIDTH DETAIL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY < Q Z SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND 11. BACKFILL:- BACKFlLL OF ACCEPTABLE MATERIAL SHALL BE PLACED IN LIFTS'OF UNIFORM 12. THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT HORIZONTAL LAYERS NOT TO EXCEED 6-INCHES OF COMPACTED DEPTH PER LIFT. MINIMUM 18" OF DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY Z W ♦R COMPACTED BACKALL ABOVE PIPE MUST BE IN PLACE BEFORE ROLLING MECHANICAL EQUIPMENT CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE O V TYPE COMPAC11ON IS TO BE USED. BACKFILL SHALL BE COMPACTED TO 95X OF OPTIMUM DENSITY IN WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED MONITORED AS PART OF THE ROUTINE INSPECTIONS. CIO ROADWAY AREAS OR PER ROAD AUTHORITYS REQUIREMENTS, AND 90% IN FIELDS OR NON-ROAD BY OTHERS. LOCATIONS. BACKALL COMPACTION TESTING FREQUENCY SHALL BE AT LEAST ONE TEST PER 100-LINEAL 39. PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA FEET OF PIPELINE LENGTH AND AT VARYING DEPTHS AND LOCA1IONS IN ACCORDANCE WITH THE 13. ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE REQUIREMENTS OF THE APPLICABLE ROAD AUTHORITY OR BEGINNING 1.5-FEET ABOVE TOP OF PIPE AND PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR AT 1-FOOT INCREMENTS TO GRADE. 14. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP 0. TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. SPILL KITS AND SUPPLIES CLOSE. 12. JOINT RESTRAINT: ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH DISTRICT SPECIFICATIONS OR AS 15. AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL 40. THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING REQUIRED PER ENGINEERS DESIGN. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST CONDITIONS AND AS APPROVED OR DIRECTED BY THE DISTRICT FIELD INSPECTOR. STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL 13. CONCRETE: ALL CONCRETE CONSTRUCTION, INCLUDING THRUST BLOCKS, SHALL BE COMPLETED 16. INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING UTILIZING TYPE 5 OR EQUAL CEMENT ONLY. MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND 14. ASPHALT REPLACEMENT: FOR ASPHALT PAVEMENT THAT IS CUT AND HAS BEEN IN PLACE RETAINED BY THE CONTRACTOR. 41. ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE LESS THAN TWO YEARS (ACCORDING TO CITY OR COUNTY ENGINEER'S RECORD), THE CUT SHALL BE A VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE MINIMUM OF 20 FEET IN WIDTH AND WILL BE REPLACED TO THE SPECIFIED DEPTH BY A PAVING 17. ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN PRACTICAL, AT LEAST FlFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR MACHINE. ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT 15. PIPE COVER: A MINIMUM COVER OF 4-1/2 FEET OF COVER OVER TOP OF PIPE SHALL BE AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION, PARTICULARLY IN AREAS OF MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. NEW GRADING AND DRAINAGE SWALES. EXTRA BURY DEPTH MAY BE REQUIRED TO MAINTAIN 18. ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS MINIMUM COVER AT DRAINAGE CULVERT CROSSINGS AND/OR FIRE HYDRANT RUNS. MAXIMUM THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE 42. THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE ALLOWABLE COVER SHALL BE 6 FEET, UNLESS SPECIFICALLY APPROVED BY THE DISTRICT. THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT OTHER UNCONTROLLED LOCATIONS. 16. CONNECTION TO EXISTING SYSTEM: ALL CONNECTIONS TO EXISTING WATERLINES SHALL BE FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE COMPLETED AT DEVELOPER'S EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICTS AUTHORIZED TRAFFIC. 43. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN CONTRACTOR WITH NO EXCEPTION. THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS 19. ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE 17. INSPECTION: THE DISTRICT SHALL HAVE THE AUTHORITY TO ASSIGN AN INSPECTOR WHO SHALL OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF INSPECT, CHECK AND VERIFY THAT ANY AND ALL WORK, INCLUDING ALL MATERIALS TO BE INCORPORATED CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. 0:1 IN THE WORK, EXCAVATION, BEDDING, BACKFTLL, TESTING AND ALL CONSTRUCTION METHODS AND MEASURES'DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE TST, INC. PRACTICES OF THE INSTALLED FACILITIES IS EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH 4-4. SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS CONSULTING ENGINEERS REQUIREMENTS AS SET FORTH IN THE DISTRICTS SPECIFICATIONS. . SOUND ENGINEERING AND HYDROLOGICAL PRACTICES. AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE 748 Whalers Way IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED Suite 200 Fort Collins 18. TESTING: ALL LINES SHALL BE PRESSURE TESTED, CHLORINATED AND FLUSHED BY THE 20. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL Colorado 80525 CONTRACTOR IN ACCORDANCE MATH DISTRICT SPECIFICATIONS AND UNDER THE DISTRICT'S SUPERVISION. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND Phone: 970.226.0557 UPON PASSING CHLORINATION TESTING, BACTERIOLOGICAL TESTING WILL BE COMPLETED BY A STATE THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 45. TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY JOB NO. CERTIFIED WATER QUALITY CONTROL LABORATORY. COPIES OF ALL PASSING TEST RESULTS, INCLUDING SOILS (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE 1230.0009.00 COMPACTION IN THE AREA OF WATER MAIN CONSTRUCTION, SHALL BE PROVIDED TO THE DISTRICT. 21. PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER SCALE N/A 19. PRELIMINARY ACCEPTANCE: PRELIMINARY ACCEPTANCE SHALL BE ISSUED TO THE OWNER IMMEDIATE CONSTRUC11ON OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED WHEN ALL PROJECT WORK IS COMPLETE, TESTED AND OPERATIONAL SUCH THAT THE INFRASTRUCTURE IS INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE DATE READY TO BE ACCEPTED BY THE DISTRICT. DOCUMENTATION REQUIRED PRIOR TO ISSUANCE OF FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. JANUARY 29, 2025 PRELIMINARY ACCEPTANCE INCLUDES BUT IS NOT LIMITED TO CHLORINATION TEST REPORT, WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES BACTERIOLOGICAL TEST REPORT, HYDROTEST REPORT, COMPACTION TESTING REPORT, VERIFlCAT10N OF PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS 46. SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND SHEET PROJECT COSTS, AS-BUILT DRAWINGS AND RECORD DRAWINGS. FOLLOWING RECEIPT, REVIEW AND SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL Of �� ACCEPTANCE BY THE DISTRICT OF THESE AND OTHER DOCUMENTS AS MAY BE REQUIRED PER PROJECT CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL 4 SPECIFICS, THE DISTRICT WILL ISSUE PRELIMINARY ACCEPTANCE. TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE r N / EX. OVERHEAD ELECTRIC TO BE UNDERGROUND ALONG WEST SIDE OF ILA I GIDDINGS ROAD FROM MOUNTAIN VISTA \ / x� I DRIVE TO RICHARDS LAKE ROAD. Z 0 CONTRACTOR TO COORDINATE WITH �x \ / x I L UTILITY PROVIDER. o 5 �J ! Fj IUj I ' / LU �J V I DEPENDING UPON TIMING OF CONSTRUCTION x I J I � BETWEEN CORE SET AND INFRASTRUCTURE SET, \ \ / J I I FIRE HYDRANT AND NON POT PLUG �0 F I \ d CONSTRUCTED WITH PHASE D CORE SET MAY NEED TO BE REMOVED AND RELOCATED. o \ \ I LLJ Fj ( _j \♦ DEPENDING UPON TIMING OF CONSTRUCTION BETWEEN CORE SET \� \\ '• ,p , AND INFRASTRUCTURE SET, PORTIONS \ \\ J m B OF C&G, ASPHALT, AND CONCRETE \ I I ( Xc P;;x \\ y WALK MAY NEED TO BE DEMOLISHED. \� DRAWN x �� o O� �'A9sL,9 \ ��� DEPENDING UPON TIMING OF \ BRB I A \ / � �, \ \ CHECKED � F � ��, �G y \ O� � CONSTRUCTION BETWEEN CORE SET AND INFRASTRUCTURE �� \\ DAP SET, PORTIONS OF C&G AND DEMOLITION OF GIDDINGS ROAD NORTH OF \ DESIGNED I ] \� 'A�c•p I ASPHALT MAY NEED TO BE FIDDLE INTERSECTION DEPENDENT UPON BRB •• • I DEMOLISHED. I TIMING OF CONSTRUCTION OF THESE PLANS. \• : .• • , I FINAL DEMO DETAILS TO BE PROVIDED WITH \\ FILENAME . .• • O,L I NEXT SUBMITTAL ONCE FIDDLE DESIGN HAS 0009_Demo_Infra Zi ( • •- �9 ♦♦ BEEN ACCEPTED BY THE CITY. J I t 9A ♦ EX. ELECTRIC METER 0 L/c I y9s \ ♦ �O� ! PIT TO BE RELOCATED \ p�• '' RE �P� J J ( \ ♦ C� i APPROXIMATELY 1,200 L.F. OF EX. 2" O O G S . �x I I I �� p� \ ♦♦ p m .� WATER SERVICE TO BE RELOCATED �,\ \ ��� (:p� o. SS SS • SS SS SS SS - — o ��` '� S�ONAL ECG\ - - cn I � 1 ti : ,<< LEGEND = O� ♦ DR APPROXIMATE IMPROVEMENT ♦� _ 1 BOUNDARY LINE BETWEEN CORE SET AND INFRASTRUCTURE SET Cf)� DEPENDING UPON TIMING OF CONSTRUCTION RELOCATION / IMPROVEMENTS TO EXISTING J BETWEEN CORE SET AND INFRASTRUCTURE r 1 LIGHT & POWER ELECTRIC LINE TO BE NOTE SET, TEMPORARY TURNAROUND MAY NEED �, 1 COORDINATED PRIOR TO NEXT SUBMITTAL. TO BE REMOVED. "� 1 IN THE EVENT THAT THE INFRASTRUCTURE IMPROVEMENTS (n �, o I 1 ARE NOT READY TO BE CONSTRUCTED PRIOR TO CORE Z c" \� 1' 1 SET IMPROVEMENTS, PLAN WILL BE UPDATED/AMENDED 0 U, EXISTING FIRE HYDRANT TO DEPENDING UPON TIMING OF CONSTRUCTION TO PROVIDE ADDITIONAL DEMOLITION DETAILS AS NEEDED. \� BE REMOVED AND RELOCATED 1 BETWEEN CORE SET AND INFRASTRUCTURE HOWEVER, AT THIS TIME THE INTENT WILL BE TO W w 1 1 CONSTRUCT THE INFRASTRUCTURE PLANS CONCURRENTLY SET, FIRE HYDRANT, STORM PIPE AND CCn o / PJ� 1 I J 1 OUTLET STRUCTURE CONSTRUCTED WITH WITH THE CORE. Z Q 1 PHASED CORE SET MAY NEED TO BE C/) JP 1 / 1 REMOVED AND RELOCATED. 0 Z CO 0 = I o <0 Cl) z GIDDINGS ROAD TO BE REBUILT TO ULTIMATE CDLL CO CONDITIONS. REMOVE AND REPLACE `z ! I APPROXIMATELY 92,300 S.F. OF EX. ASPHALT. \ \ Z x o/ I W Cn Q can \ i ' DEPENDING UPON TIMING OF CONSTRUCTION Z W Z BETWEEN CORE SET AND INFRASTRUCTURE O � � ® \ � O� 1 I I SET, NORTH BIKE RAMP, BIKE SIGN, AND Q P�� I PORTIONS OF ASPHALT PROPOSED WITH Q CORE SET MAY NEED TO BE REMOVED. = Z 0 \ \ co CP C/� C 1) LLJ \ \ J C) U) C/) w \ Cnn EX. OVERHEAD ELECTRIC TO BE UNDERGROUND ALONG WEST SIDE OF \ \ GIDDINGS ROAD FROM MOUNTAIN VISTADRIVE TO RICHARDS LAKE ROAD. II \ \ CONTRACTOR TO COORDINATE WITH \ U) UTILITY PROVIDER. \ I II I I \ s \ Is, INC. CONSULIING ENGINEERS 1748 Whalers Way Suite I Fort Collins ss I I Colorado 80525 Phone: 970.226.0557 JOB NO. —SS T T T � — — — — — — — — — — — i — — \ — — — — � � "" 1230.0009.00 �1L L _bESCALE 1„ - 200' q Env I E ELEC A'H i �i�t�r - � , — — — — — — MOUNTAIN VISTA DR- �� � — wz �� — — J'`� w- - - - w — w w = w MOUNTAIN VISTA DR— — — DATE � � ss �� - - �� - - - - � � - - - - - - \ I 200 0 200 400 JANUARY 29, 2025 I� h scale 1"=200' feet SHEET 5 of 79 `-. � \\� �\� \ � \ \ \ a x� III �\ \ \\\ \\ \\\ �� I �� \� \ Of I r—JIx — \ N w \ \ I I LLI Li Ld Fj l� \\ \ \ \ \ DRAWN �—II� 'Ay/ BRB LJ II I \ \\ F'_'. \ \\` / \ 1 \� \�\ \\\ \� \�\ \ CHECKED x r— I I • \ \� \� \ \ \ \ ' DAP �Ir I ` ) \ \ \ \ '\- �� �_ I I _` `\ \ \� \\\\ \ \ \ \ 1 ` DESIGNED L� I I :\ �'� r \�\ �� \ \� \ I `\ \ \ 1 1 BRB I\ III I �\ � .- ;\ \ SHEET 7\ � \\ \\\ \ \ \ 1 I � 1 r \ � � \ • \ \ i/ � / � 1 \ � - O1,; 7\-\ \\ FILENAME 0009_OVERALL GRADINGJnfra L�� I I /r �� f _ \� �� \ \\� \\\\���\\ \\\ \ Poo• I � A KI I ' s - i >, �.� SHEET 8 G 1 \ ` ) �o �� '1 LLI w SHEET 9 \ \ 1 \ \ am : � -� � Q � ° � .. 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I I r— _ l ! l / _ _ / 8.0 8.45 LIMITS OF NHBZ �h �s l l B.A9 � V 8.15 / ` �► \ / / , /' I TIE TO PHASE D — \_ / � ` =/ /I I / , CORE SET PLANS TS INC. � CONSULTING ENGINEERS ' I I / / � • _ 748 Whalers Way �,/;1 \ J � ` _-- —' Suite 200 Fort Collins / /I I / / / Colorado 80525 J I / / / /I / �� Phone: 970.226.0557 ANNESSIMEN :- �• I / I � // / ` `- — _ ?' \� `\ JOB N0. �Hq� --- — — _ _ �` ` ` \ 1230.0009.00 �00D LN I I l \ l / I l/ l ` — SCALE n _ , TE 1 - 30 30 0 30 so DA JANUARY 29, 2025 scale 1"=30' feet SHEET 7 of 79 � II o o w > o LL] 5006 -5008 , LU _ - - — 5007- - — � _ V � � KEY MAP N.T.S. -5006� DRAWN BRB � -� CHECKED �5005- Z / DAP DESIGNED BRB FILENAME 5004 0009_Grading_Infra i � -- — - / / / p,D0 L/c — t F4<1 •���� — — 2- At- •....• �G ,� � LEGEND \ 5003 -5003'^ ° ° \ 5 02 5001 P. \ PROP. SWALE 5000 — — m B / 4999 5�9 EXISTING 5' CONTOUR \ 4998 '��� PROP. SWALE \ _ ,ratio I 3, 499a ° EXISTING 1' CONTOUR 9A' �9 r \ / 2.03% 4999 I 9g• \g I I 8°�0 49000 _ — P. ~ — — :• p. R p0'- _ �- 5000 �� �3-, _ 5 - W EXISTING RIGHT-OF-WAY t.: - I / Q. �- - - - - - - - - - - 60- - - - - - - - , - - - . ° - '��� *�y. °: ,� EXISTING STORM DRAIN d D'e .> P .. . -.� •..may per..-� ! .. .. n .. s. °.'. > p ...> P. _ \ p L.P. EXISTING EASEMENT .P - 1 _D --.— -r...._R .--- °: . _ .D _ e. A' 7 . .• .. 4 :.p� !'` .. •,•.. . !� •'• gip. . ... • •'pi ,... a .. •.: � .:p.. �,. y. b" `a A. / • PROPOSED EASEMENT e �►; \ T 1 Mii , � PROPOSED RIGHT-OF-WAY W a"' Win,' <,o �.� ? - - - °D - - - - - - - - - - - - _ � s , tip. ?�9 ° °� �y"�°-�8 .��� �1•� M M �� PI�AP �= PROPOSED LOT LINE w •. .. -� _ ------ _ �3.04��00 ? MAPLE HILL DR — N N moo 3 11E TO PHASED N N L.P. 1.26 ►' .: 3.04_ _ r- i� �n N CORE SET PLANS N ,� �/ PROPOSED CENTERLINE • N *�?ate �h ? � N `� '� T PROPOSED 1' CONTOUR 5921 N ° U r Coro •r D ° -r T T LIMITS OF NHBZ 1 LIMITS OF NHBZ D . PROPOSED 5 CONTOUR 5925 Q L ° F LIMITS OF NHBZCE I . s . .. a .• D i � • D . , . : °. r1i p ` PROPOSED FLOW ARROW r- P. ... _>3 �. . r _:—.4. .. ..._ L. ? . p_ °_ •.-..A. 3L y'._,..d e' T —a - -� T _ s: 3--_ — D ems. am . e' Co 2.28 \ / `� - ? - - - FINISHED GRADE ELEVATION X 5026.19 W - - - - — — — — — - - - - - - 2.30 O.ry- - - - - - - - — — — — — — — — — — ^ -- — - - - — 1 - - - — — i ��,� r 7-- i 500p_ 2.34 '— �I �� T j / 5 5000 PROPOSED STORM LINE W/MANHOLE Z rh o&�= "T r--5001— j T 4999 �98 I I i� 4998 r— y; - -r- i T 5000 T T -\ 1 \ 4997 PROPOSED RIPRAP PAD LL ' I _ - Qz o 4997 4997' ' 4999 97.68 �4998- T �� PROPOSED CONCRETE Q Oh 96 -� 1 I I / I I —95.64 Q 6• - •� � � � � � r Y � � �� PROPOSED SWALE LIL°' c _L � y-L \ _i__- I 1 1_I i iI 1 L I i� r- ; I I I I � I I 97.00 —��� y � 9� _ c `:.I/ �- -L >- '` g15 _ I —4996L �/ %� --i � � -L �-- NATURAL HABITAT Z W 1 e►9 �- 9 - I I 1 1 = L 9S i - L y i '����' >� �F.� ✓`" I I I ~ _ 9 yAg y �- BUFFER ZONES NHBZ J g998J $ 90 / -U r I / \ gg99 y -� � O M 0 N T AV A PHASE D . ✓ I y �c <� y y -�,. i 4999 �--� $� i i _ - �` \C \ i °�9� �- I / l \ -�- 1/ // 1 y y 5001� INFRASTRUCTURE � � �, 5000-1� : . L, __,_ -5°°°��� �` � y -�--� J I —'- -L� '_ M 0 N TA VA PHASE D \ y � . �� I � — _ � / \ \� 5�� ✓ ' � � � �I �\�\\�1 y� INFRASTRUCTURE — 5002 � , ; I_ �I � — � I -� � ,I I � -►1 r LIMITS OF NHBZ 11E TO PHASED I I LIMITS OF NHBZ �I \ LIMITS OF NHBZ I I 1 _ CORE SET PLANS I I I I I 1 I III I , I I I I M O N T AV A PHASE D I I I I I I II III II II II I III I I I I , �� I I II o III ► I I I I i -- I 1 11 - I I I I III I o I I I o I I I I I 11/ 1 MoNT I I A VA P CD I I I I 1/ 1 RASE I II I I I I \ o / � J III II I i ,, r - - - --- -- - - - - - - - - -- - -- - - - � �-- - - - - - '— � -- - -- - TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins / J Colorado 80525 -4\\ _ / = Phone: 970.226.0557 / r r - - - - - - - - - - - - - -i� `\'III 111k- ` III - - - - - - - - - - - - - I �- - - - - - - - - - - - -- - -T— - --- -- JOB N0. I I 1230.0009.00 SCALE I I DATE 1„ - 30' 0 JANUARY 29, 2025 SHEET 30 3o so 1"-30' scale feet 8 of 79 SEE SHEET 8 � r 95.64 / , / �� • i // f �/ / el z Of \ TIE TO PHASE D 'e, ;; �j� / ` /� �` / / o CORE SET PLANS / w ti \ \�\ / �� /. / /` / D.A / TIE TO WALK PER PHASE M / I I 5.27\(\\\\\ I D CORE SET PLANS5.33 o a A` I I / '° / 1.58 / 1'�1 Ld 6.10 / ,� / C/ / / I / / KEY MAP 6.04 t LIMITS OF NHBZ ���� / -R A: / / / ooti I I �7 N.T.S. bi CO 90 5.27 \r I � / / ' 2 04 / / / DRAWN 01) /,/ ��ri/ h $6.07 \ 6.10 s I ' " M/� /� v :. ? / 3 J ' I BRB I4•:II CHECKED /` �o• \ l / 1 — I l r I ' Z DAP C4, e DESIGNED BRB C / \\ \ \ J / / / O QQ. FILENAME i11-0 . I J \ I 30 0 3o so 0009_Grading_Infra / , \ \ /\ / � / /` J I� /�'\ a \ I •4. ° I / ' / scale 1"=30' ( \ \ NUMBER 8 DITCH feet FUTURE NUM \ i DIVERSION SWALE LIMITS OF NHBZ, PROP. SWALE PROP. HEADWALLNAI- / s \ — ( �p'� .•'G� a e TRANSITION TO �. +.,..-; e . :\ EX. GIDDINGS � r / / 'a♦ .`• i� 4. :, .. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — f/— — — — — — — / .° . .° Lam `\ , .ems' .e. .,... ♦ .. .�— °s—a— — — — \ — — — — — — / ae. L I — — — s, ! , • L ° .. .. \. p '�° 6 '• '�� p .. .a e .° '._ .ems— _ q ♦ , .'. .. ., .. :. .. a .. .. Fi— , 11� W M M Mom. ��- :'. M M yM A. _ FOR FIDDLE GRADING SEE SHEETS 12—13 _ boa — N GIDDINGS RD - -w. - -�_ _ _ — V n .E .. :.'v• .p.:. ♦ n , a .qe n _ p' .. c ..P: .� .'A . --QQ- — —M-�—h'F q... --4.. .. . 14 - q s ° ♦ s jO s p •° .' s s.� n \ • q 9 :._ � ° .;.. —/- - - - - - - - - - - - IUL — `�- — — — — — — — — — — — —e . ,e ♦ .p ° ' DRAINAGE / 0 EASEMENT — LU V. J L. I \ \ PROP. HEADWALL I \ 4.93 4.98 / I LEGEND a. a4 4.67 I 94.56 / 4.58 I / I / EXISTING 5' CONTOUR — —5925 — — — — — — — — — — — — — — :,.cep / - - - - 5000 - - - - - - - / EXISTING 1' CONTOUR 5921 4999 4998 / $o� I / ° / / I / EXISTING RIGHT—OF—WAY�9 4996 v y �ii / /y I 5004 I I EXISTING STORM DRAIN 500 4995 A A I I / cn •? 6 • 5002!—/ 3 I .;Z ? `.t' 4995---- / I I/ / I I mD / �96995 9R� ^� � ,�95 EXISTING EASEMENT // I I l I \ 4997 r °' / I �� — , , I / / PROPOSED EASEMENT — — —— — — ——— 4998 I I I 4999 I I/ I I / J / / PROPOSED RIGHT-OF-WAY - - - - - - - 5000 - - - - - - - - - - - _ 5000 PROPOSED LOT LINE PROPOSED CENTERLINE PROPOSED 1 CONTOUR 5921 PROPOSED 5' CONTOUR 5925 FUTURE ROADWAY EXPANSION \ I / PROPOSED FLOW ARROW TSN INC.SHOWN FOR REFERENCE ONLY \\ I CONSULTING ENGINEERS x 5026.19 7 Whalers Way FINISHED GRADE ELEVATION ATION Suitee Fort Collins Colorado 80525 PROPOSED STORM LINE W/MANHOLE Phone: 970.226.0557 JOB NO. 1230.0009.00 ON I PROPOSED RIPRAP PAD PROPOSED CONCRETE SCALE 1" = 30' 0 / c PROPOSED SWALE . . . DATE JANUARY 29, 2025 NATURAL HABITAT SHEET BUFFER ZONES (NHBZ) mmmmmmmmm 9 of 79 v \V \ jl / A o o U) v, o LU KEY MAP N.T.S. m l DRAWN BRB II ��gg CHECKED 8 �I II I � .� DAP DESIGNED T— \ ` \ BRB I — \ 1 1T T \ \ \ ` \ v FILENAME 0009_Grading_Infra I I li I SWALE PER PHASE D` ` Q�p r r -7 --I4 I—J9_97 r r- 1 _-9 q 4998 Tr 1 J� �\ _--- - _- — — G.Ap.�L — 7 14996- 4996—I --T —r T r LEGEND —i T1 -1 - -T —r —r- T— I—I ---I —T —l- T -1— -� T I-1 ---1 --T T T T T i 1 .4995-r1— 4994 T- 1 T— � 11 1Z —T T -� T-- I- 1 -1 -4994—T T -I —T T-- I—I —I T - - T �— s3.40_ T --T T —F- - 4993— —r — - T— I— 1 1 —f —F T T -� T-- I— I I —r EXISTING 5' CONTOUR � � �— TRANSITION TO CORE r �I� 1— , - _-1 7 1-1 1_4996 EXISTING 1 CONTOURWIDENING IMPROVEMENTS 4993L 4997-- 8 - - I� 499 I—I 41 _4999� _0— — — —J— - - -J— — .• � - - = — - - - - - — —499 I- -1 500 r EXISTING RIGHT-OF-WAY Y 49 1� 4997 -4998 �=—=— - — —5003 EXISTING STORM DRAIN 4999 40; cbB 5001 E _ — s 6'. . ,.. < Q A o=.°.. EXISTING EASEMENT n ' Q. L ! .. •. ., ♦4 s .) .: .A ♦ p a.:. p ap. •.. p -' �:- �' ems_ < 1-. 4995 b ♦ � . p,. > .qi� ;..! ;.d♦. b'11` ems'• .... , °:p ,• . .. . .. . . .. . .. �-- . . . b �. � �. .. . � �.p . : PROPOSED EASEMENT . , . .. ♦. n 4998 .. . _�.6 b ° - .— _ . . _ ° wh 5001 $go lb 5002 M M M M r , M M W PROPOSED RIGHT-OF-WAY W fvi 9 M M M ai PROPOSED LOT LINE cc 9909 9R? / A / - - — W z - i - - - - - - PROPOSED CENTERLINE-499-36O 5003 N GIDDINGS RD PROPOSED 1 CONTOUR 5921 U 09 �ti ` N GIDDINGS RD� 2 FO Z 9g. �°'• PROPOSED 5' CONTOUR 5925 > a •`�� — - _ 1— - —_—�_ — PROPOSED FLOW ARROW 'J b ♦ .-. -a— , --sue. ^--t---+ '�' . ,:Q+ �, e. .. ,. —+cam--° r•. ., . .— � � • fir' ir� .� � A ..�• . °. ►. � . •' ,r — ' • _. 5026.19 W— s. FINISHED GRADE ELEVATION 4999 5000 5001 ✓ — J PROPOSED STORM LINE W/MANHOLE Z - - - - - - - - - - - - - - -f �' - - - - — -- - - - - - - - - - - - - - - - - - - - — L y - - - - - - - - - - - - -C - - - - - - �- 1 - - _ - - - - - PROPOSED RIPRAP PAD a Z Q — _ - - -- - - - -4997 4998 - - - - - - - - - -�--- - - �- - - �- - - L - - - - - - - - - - - - - - - - - -/ - - - - - � - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - / - - - - - � - - - - - 5 7 003 PROPOSED CONCRETE l - - - - -- -I f / I :. .. > - a RELOCATED INTERIM POND �— PROP. ROADSIDE DITCH; � � � PROPOSED SWALE ^� AND OUTLET STRUCTURE s3.75 \ 54' I / I 5002 NATURAL HABITAT _ _ _ _ _ _ _ _ _ Z W '� \ J I I BUFFER ZONES (NHBZ) 0 00 $ 4§' o I 11 1 \ o00 ZVI mo 0 � Z K \ �L— z cDi m TST, INC. -� L I � � _ / � I / � CONSULTING ENGINEERS \ \ 748 Whalers Way I_ Suite 200 Fort Collins Colorado 80525 / \ Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE 1„ = 30' TE \ I 30 0 30 60 DA JANUARY 29, 2025 scale 1" 30' feet SHEET 10of 79 Z O V) IL Z Q' O c) N w NOTES: \ \ ° N.. \ \ 1. FOR CURB AND GUTTER DETAILS REFER TO SHEET 70 2. ALL CONCRETE WITHIN ROADWAY EXTENTS SHALL BE MINIMUM 12" Qv / \ THICK w ° ♦ \. \ / a e. o d y. 1.5' CURB & GUTTER / \ \\ ♦�4' WIDE CONCRETE PAN GUTTER 1,4 `\ \ LEGEND m \ \ ° d. / \ DRAWN \ ,d ° n \ // / PROPOSED CONCRETE BRB \ \ \ \ \ \ \ \ \`_ ° 0� ° CHECKED d �,� 5.37 °v o d e a a a R118� ° .. \ \ PROPOSED COLORED DAP 1.5 CURB & GUTTER d d ° a d: x o v..d d R1 p e \ / \ TEXTURE CONCRETE DESIGNED �\ \ 5.09� d. \ 0 8 d . q .a . / �`ps°. \ BRB °. LP 4.48 .:d` nl e d, 4.31 !, G �\ d o tP�If- 4 WIDE CONCRETE \ FILENAME \ \ \ \ �hOG� 4.89 ° sss \ o / o w .p PAN GUTTER \� 0009Jtoundabout and Fiddle Gradin Jnfra dd om¢ \ /R1p d A 0 9 G\ d 0(.,` \� a eQ d_ Q °. � a 0 a d 4.00 ` V A. \ r . '4.86 ° d. 4.85 , ♦ g LP 3.44 \ / �pp0 L/c / \ \ �5.18 d ° o_ 5.14 " �o° � .4 A ° 6.00 4 WIDE CONCRETE.\ ° J - �� °°°� . o TRUCK PAN GUTTER �3.79 d 3.86 5004 \ \ S \a d : ° ` co� BLISTER , . -o ,.5 CURB s° S 4.82 \ & GUTTER B ?iS 4.54 L.P. 314d� F�� 00 e. 4.60 .. a.a4.11 A. ° :° o��� o .A . "�-� 38' 3as � � � �°.� / // � S�ONAL RAISED BIKE AND ... /� 4.61 ° Q .. o o ' o W . .. ° e V'°. e 3.85 o ° d N li d. 3.50 PEDESTRIAN CROSSING. L.P. 4.18 e d �14 a• +. / \ / d ; R2'. ° _ A O d. ° d° a. �� SEE DETAIL SHEET 72. d 1a 6� R k! d�'� R68 ae �g ° d 3.62o 4.00 \ / e / \ / 4.85 ° # e . F a .. ri _ RAISED BIKE AND R2 O°S ° d \ a. R2 6� ..56 PEDESTRIAN CROSSING. SEE I \ J / 1 e b h 3.14� DETAIL SHEET 72. Q t a ' ve ° A'` ? 1'e ° °. .e _ a. a QD(v� ��'�6 R2' M� / •v A. 4.31 \ \ / ..h0� �` ° '�°` �� ° Mcb / \ e d 8 0 • °d 4 .a. 5.41 �,O=,�Q� A 3.79 d 1 0 150 ' e/k 4.83 ° Z d ° a -�S, °S 4.37 a e 2 MOUNTABLE 10.00 . \ e.. 2 .4, 5.42 d \ •��_� OOE �5�' °. ° CONCRETE BAND 8.00, WALK. / / \ 1.989' 6.00' 0'0p d. . d �q 'T a a BIKE ' d ° TRUCK i -F�: °.. a 5.78 \ ° II I.PATH. Q ° a e: ° oo, ° SOpB ,�8.34% ° 2.90 a BL►sTFR 1.879; oy ° 4' WIDE CCt^�- � 1.999; 3.49 / e " A\ Q � 17.00' d SO 3.85 d I I CONCRETE PAN 09 d ` a / \ EOP-EOP r3 20.00 4 WIDE CONCRETE GUTTER ?9q, .00 'FL-FL d ' PAN GUTTER e W 2.007 1�i °' I W �� 2.017 op s. d / e 6.39 d .. / \ \ o a 6.03 'd / ,Q 0 00 / a 00' o rn 5.48 DO S`� e 17 0- BLISTER 1.9990 m Z i J O \ °d \ 2' MOUNTABLE d e toCc 'Cl� / .°d a 3.33 O d ° d CONCRETE BAND . a d . �o• �3 °� ^ o �. Ir a d L P. 2.74 � ,° .d ' D / /4.31 \ \ \ d. \ i d A . U. ° a 6.28 V� ��� �C0/ v. d d `` ° \ \ CO 1.5' CURB R2' °/ ,`CrG2-G+w " / d 7.20.a & GUTTER ° J a ° a • 6.,5'.44 / a e. \ d / d s.56 . o 6.33 ° hp� a. s R2' d 3.61 / a °Q :e \d d \ RAISED BIKE AND 6$$°a��° ' ' ° a . h�.. d ° �/° a .\ . .. ° d . / �o s R2 6 ad co \ \ PEDESTRIAN CROSSING. SEE. ^\ 'o'd e. 68, j d °o \ \ Q DETAIL SHEET jj72. `'�a. .��' .q ° . e.. ' . .e.Q R 'y.e dad / ° 'd 'd a'n \ \ / \� ° ° ./ v .° �d►. 4 dva ��l o` 'v-4 N °. ..° .3.49 d T . .d8 .Q. \ \ / �. ..°.�:. °� a 6.85 s.50 `, _ °. � •'��,��. .:�0' '� <mo,. a.d �00 .a. . .R2' ao < d e N ° 1 ' ° 4.13 e \ \ 8 d/ . ° M. co 6.78' e e .,R.3$ -� N. O d e O co7.10 �n R68 �5- ° °``� RAISED BIKE AND W ° a d \ \ // °/a �jsG�,°•/ a \ 14° ° R38' ° `Cb' \ �3.54� °°s PEDESTRIAN CROSSING. SEE a.' d .�- 6.82 ( ' ao 3.61 Q \ \° 7.10' N . ` ° DETAIL SHEET 72. \ \ / a' /4 6.82 4 WIDE a.00' d °� co\ ♦ ° \ 6.68 CONCRETE PAN '� rn ♦ \ \ °d 6.85 e \ GUTTER TRUCK 3.33`° o° 3.87 O ` . Q \ 8° d. a ° \� d ° , / - L P. 6.43 ° e\ BLISTER `° e °ss°o°°°3.91 M\ti,pJ� ��t�Q` ♦ \\ d 4 WIDE CONCRETE PAN GUTTER ° 3.69 ° -4 ^ 3.59 '�`�Gj d' ° ¢ \ 0 O / ow... ° ° m 00 '° ' de ° dal 3.6 2 N) \ ° � .. d \ /. v \ ♦ L �A \k \ \ ° d ' d d, \ / d .d' ° d _ �a _I ° °d�'� 7.2 i 0 43.89 �♦a F \ d e d \ \ d: . add dOdI d °. / a d J'' a ° R1 Q� c, v d (�O � e♦♦° e ° Rd \ °.. ° ° \.4 v D 0 a �F4.18 a. + ry.�QJ �,� �\ y °\ x °� ° ° ° R118 Lot� J \ e . A / 1.5' CURB & GUTTER/ ° 0 e. °. d \ 4' WIDE CONCRETE PAN GUTTER d \ / ed. � 5001 \ 5000 4999. ° .°Q / n d/ . q° 4. / e ° d.. TIE TO PHASED 4 . CORE SET PLANS 1.5' CURB & GUTTER e ♦ ° d ° ° n /. / j .d / d a / \ TST, INC. ° d d \ a CONSULTING ENGINEERS '00 ° / d ° °p° / .. � d♦ e 748 Whalers Way d 2 Suite 200 Fort Collins / / \ \ ♦ - Colorado 80525 � a �d.. _ d Phone: 970.226.0557 d JOB NO. �° .. ° \ e 1230.0009.00 4d ° 88° ° / e 11 \ IN, SCALE 1" = 20' d. \ a des° DA TE J U Y 29 2025 20 0 20 4o AN AR , scale 1"=20' feet SHEET 11of 79 LEGEND NOTES: PROPOSED CONCRETE 1. FOR CURB AND GUTTER DETAILS REFER TO SHEET 70 PROPOSED COLORED 2. ALL CONCRETE WITHIN ROADWAY EXTENTS SHALL BE MINIMUM 12" TEXTURE CONCRETE THICK Z 0 V SEE SHEET 13 0z Of 0 4999 A ° d }c Ld 4998 ` M',, d ° d d �. 2 4 N d I ° 4998 \ W 4997 a I ° J �a' d � d q - I I 4997 ° 4996 e 4995 \ d MAN I 1T1[l \\ - A 5.10 .. ° 5.41 6.37 Q 6.07 A. ° a \ d \ 2 Q, I 4ggS a m a I 20•00' a .a d I °. 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I ♦♦' ° '� q 1�4bt- dp3 2f ♦.�'♦rO �`VVI: e. / / I I a CO "\° 4.83 . a G e\\° \\ d •/� // \ // d. .:d' .Q /IA 6.10 . 2Q. a 2 VERTICAL CURB _cs A 6, ° I 2' VERTICAL CURB 4.09 a 50 a. a 4. AND GUTTER �� Q 9 Z W / 2S // \ / AND GUTTER .4.5.8 a° � . I / / \ an. dO de d ° a S2j /6.07 1 VERTICAL CURB m AND GUTTER, 9�0' Lim O ° 11 ' 6.04 � - I I ° 6 \ / d TIE TO PHASE D 6.2 \ o� WALK 4.28 3.81 ° /- � I d d a d. `O 5.50 a. ` `j -M M N PEDESTRIAN AND i / 5'5 d I 1 N' 4.26 BICYCLE CROSSINGjol I 0 5.38 I I 0� ° a 5.33 4.14 I 13.00' / 5.27 d ° I 4.16 a MULTI-USE TH A I 10.4 v d I p I I Id13.00' dAl as `� M a \ MULTI-USE Q °'. 4.00 Q I i 0 e \ \ I d 3.50 4.00 I N a I a . e \d. if) p O O) 0) O O O O O O � O O / ." ° \\ d I I I d o II I TST, INC. 1 j CONSULTING ENGINEERS I ` I .• I I 748 Whalers Way °Q da a 339 3.86 .86 3.39 Suite 200 Fort Col li ns Colorado 80525a d d Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1" = 20' DATE 20 0 20 40 JANUARY 29, 2025 scale 1"=20' feet SHEET 12 of 79 LEGEND NOTES: PROPOSED CONCRETE ' " 1. FOR CURB AND GUTTER DETAILS REFER TO SHEET 70 ._; PROPOSED COLORED 2. 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I 3 9% d A I . \ ° a °°. .. d .. __-� 11.1 �--o:__� 'd ° A d � �a ,I .. e. �. 4. °' d ..e4 a a" A' I oG ad' a � e �� 4. n0 � e 4 .a C�V .. .�°� d ��° ° ♦ ,G' LU- d lei FQ ad a ,•-j a_ A ° A.° A'' e a . A7, °d oY' Co•Id ° d a.�I,♦ sdd 1r VERTICAL CURB3.50q1 d AND GUTTER W° 'A. d e d a I d I 2 MOUNTABLE PEDESTRIAN AND 3,�Sg4,. 1 e8 .' A A ° BICYCLE CROSSING a. d .e S CONCRETE BAND 1v \ . d d\ h a q. .. °: I' ° I ° I ♦ A Co R3' a - s a PEDESTRIAN AND A a 00+�� d "` °. an I d 5.96 d a 6°� �� ' > LL - BICYCLE CROSSING Oo;R2 4.56 ;° d O' ' . a h=R200' ao �; END OF PROP. G y. a R I nl a CURB & GUTTER Q Q Al 8 ° ° .° ° a. rA '�� ro 20'O Q.'d °Q°° ° .h AND PAVING _ R3 Q a R3 8 I Oy v7_ A \° .a - - O O d °pOOo°�� ° o ,: ° A a "12.03% . Q '° ° ��� ? I // /� �'i�\ .d. 20.00 ]' a. I I 1�,�.�a d a . . lS- A �• / ^� e a d FL FL ' ° + LL AN 4.16 d I x 9.00 6.65 6. .5 a 5.82 \R9p s e. .A e° &' A a d' �� Spy a e d ° ",.d d tS� a. X �I a 1' VERTICAL CURB "�� d g R3 3 �:.�a° La AND GUTTER° d . ' I °s ° I R a � .. .° .Q 0 °a ° 4 e .° 8 .a° .4 A ° �� SO pt' °d °a .. I. `� .d S� ..°. a.. wd LU dA Ct�� S00 4 a d.. S39 a a FUTURE WALK & ROADWAY Co O Z d A �, A ♦a 6 / EXPANSION ° A° d d % a e a. . . , NSION SHOWN FOR Q °.° �7�� ; a �G,� 0. \ �7,0 6.10 .e °r ���p d. / REFERENCE ONLY ° O• I.. pc �O� . I 2' MOUNTABLE qp(iC ° ° Q- G 1 .1 �c� ° a ° O _ _ - - e a♦ °. pP CONCRETE BAND RON 4° A 9�•oo- \ - - - - - 2' VERTICAL CURB' iQ9 • °.; d ° - AND GUTTER Q. a ,. 6- A I d. °' a'. ° ° da. a. A .a \ a d A' e a A A . . \ � - , A / ° tK / A° . ad ° a I d. ° �� 2 VERTICAL CURB \ Q d I \a 2.21%. d ° �� o d. I P A AND GUTTER \ � ° . ° 4 d ° A °. / O \ \ p QP a .. a.A. na I / 0 I a �\ dd d ° I .a ° ° A ° ° ° I ° °'d° 6.16 n ° A n a sooc,, ° ' ° 'I a a a g . . a A 5.5 IQ / 5002 �- \ - oo\ I d I`' d 7 I I A Fm O� I 4.28 a ° ` do .d° 5.57 2.00.P / - - - - - - 5000 - - 5000 \ \ ° t ° I <. ° da 9 ,a °: d ' ;. A I '� 4999 �I 4999 �\. N, .4. ° ..a LO "A ° N d ° 4998 \ 4998 1 LO . 2.02� N a I \-4 d ,la QrY �.° � I I ° 4997 4997 I I d A a I °I .a 1 4996 \ \ 4996 -4 ° al d d I 4995 \ d ° e � . \ a i e d �. a \ e 5.10 .. 5.41 6.37 ° 6.07 \ TST, INC. \ CONSULTING ENGINEERS �iA \ \ I I 208g49g5 Sute8200alers Fot Collins a a ° ° ' dl . ,. I Colorado 80525 4 8 Phone: 970.226.0557 SEE SHEET 12 JOB NO. 1230.0009.00 SCALE 1 t = 20' DATE 20 0 20 40 JANUARY 29, 2025 scale 1"=20' feet SHEET 13 of 79 TABLE OF CALCULATIONS Total Disturbed Project Area 22.67 Acres Total "Onsite" Area of Disturbance 22.67 Acres Total "Offsite" Area of Disturbance N/A / / Total Storage/Staging Area N/A Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A / Est. Percent of Project Area Exposed 100% / / / / I o Est. Percent Vegetative Cover 90% Density Z v Existing Soil Type Group D Clay Loam O 0 i, (n w Groundwater Depth 15 Feet w Number of Phases w/ Project N/A Total Volume of Imported (+) / / Exported (-) Materials N/A Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet Steepest Slope 3:1 H:V / / / �\ / w Distance from a Riparian Area or / / / / / / Q Sensitive Area 4001 Feet Li LI O DRAWN CHECKED BRB DAP DESIGNED KEY MAP BRB N .T.S. FILENAME II, 0009_Erosion ControlJnfra /�' = ,� _ / EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR O L/c PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON p,D TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR �••'' '' �, . / -5012 / I �\ , c� SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE Vims SET PLANS AND MODIFY SWMP AND EROSION CONTROL Q DOCUMENTS AS NEEDED. �O��G G INITIAL BMP'S: QF. �D, 50 — .• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY /ONAL 3:1 O WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION O -.. WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP ---- 50 _ J _ 5009 c� o - — _ 1 I KITS) _ 5004 — — — / — _ III z : SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND _ - - , , = — \ MOUNTAIN VISTA DR _5008 D��� �° — �l /l f / THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE _ — CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE W, �aoi 5007 — _ _ _ , _T - ' _ _ _ _ — MAJORITY OF CONSTRUCTION BEGINS. — —5006— i 5004 - BMP'S• _ �� � , — - , / i \ > _ � _ _ � I I -:,- ...•. �• INTERIM AND FINAL AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE `no Raj CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 0000000131 ` I TEMPORARY SEEDING 00, am _ �, i 1 I : '.. . .. ' . . . MULCHING z SURFACE ROUGHENING MAPLE Nl —°°n "�SO �' :. . .:: . • ADDITIONAL SILT FENCE - _ a DR \ �l 4998 — 00 CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS 0. 5 01 •• 4999—.. \ FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE 5 5002 — — — — — — —5000 — — — — — —� — — / UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z W 5000 ` 005 - - - - - - - - - - - - - - - - - L ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL O O �' - STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL CO�oo % RECEIVE SURFACE ROUGHENING. C r 5000 \ 5002 -- ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL I'1r - - 3 _ pp STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED IZ '� �0 — — MAPLE HILL DR — �I Z �� AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q 00 �r i a a a �� \ i,' ' �' 5002 L0D goo o �� — — ��� -T r� -�' T' T OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY M 0 -LODa a = �S� T—, —I - AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W Co USED. 5 THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED Soo CI) Z 5 - - — - - -_ - - - — GRADING OPERATIONS. LLLIMITS OF NHBZ 5000 000 � _ Z REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF BEST MANAGEMENT PRACTICES. co MO a��� 8p -L -yam- -�� - , + t ii i i r i r �_ IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND O 'v ` a� ROW -L �- -1- J- ' r'�--�� ,' ' ' ' IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS VA P ^�11 �a �\ , i y'������ �- '� jh/ ' I I r PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THEcr �� — � �y 5000 i� iy ,� y�yJ- �"- �-� A I I / \ z Uj SE y J \ �,' IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY W 51, -_ — _ \ ��' �� � '� �� SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O COJ— �� CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE ROW I Q —_ CONTRACTOR, THROUGHOUT CONSTRUCTION. T EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES CL / �� — _- �i �- GREATER THAN 3:1. BLANKET MADE OF LOOSE, WOVEN NETTING, � / / SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION LIMITS OF NHBZ I I 6 OF PLASTIC WELDED EROSION CONTROL BLANKETS SHALL NOT Z BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. LIMITS OF NHBZ MONTAVA PHASE D / LEGEND LIMIT OF DISTURBANCE LW� it _ FLOW ARROWS i l \ � lI / 111 � l / �� , ,1 \ \ / ' ',� - STABILIZED STAGING AREA ssA u - - - - - - - -ri - - - - - ooD r ; �� , I CONCRETE WASHOUT AREA — cwA O HARw _l1 \ - - �N � ' �l li l �- I- l �l VEHICLE TRACKING CONTROL vrc SILT FENCE sF SILT NATURAL HABITAT I — I / I/ l ` �_ / / / / /� / BUFFER ZONE (NHBZ) /2 /I / / / l / ��\ ` J , `\ ` TST, INC. / CONSULIING ENGINEERS � 4 748 Whalers Way Suite 200 Fort Collins C) Colorado 80525 Phone: 970.226.0557 NARwqOD _/ / � o \ JOB NO. / / 1230.0009.00 SCALE 1 P1 = 50 l DATE ANUARY 29, 2025 SHEET 50 0 50 100 scale 1 —50 feet 14 of 79 I TABLE OF CALCULATIONS \ \`\ \\ �/ \ \ \\\ \\ \ Total Disturbed Project Area 22.67 Acres �,\ \ / \ / \ \ / \ _ \ / \•, // / / Total Onsite Area of Disturbance 22.67 Acres l '� Total "Offsite"Area of Disturbance N/A Total Storage/Staging Area N/A Total Haul Roads Area N/A \\ / / � \ \ \ \\/ / \ // \ \ / \ o Construction Vehicle Traffic Area N/A \ `y / �' \ / // / \\ \ / < \\ '� / / \ \ z 0- Est. Percent of Project Area Exposed 100% 0 Ld Est. Percent Vegetative Cover 90% Density �" // / / ^ \ \ \ , \ \\ \\ j o w Existing Soil Type Group D Clay Loam Groundwater Depth 15 Feet Number of Phases w/ Project N/A \ // \\ `. Total Volume of Imported (+)/ �� ^\ \ , `. \ \ \ / / \ \ / / i�\ \�\\ OF Exported (-) Materials N/A �' � Total Area of Stockpiling of Fill or / \X �` Borrow Areas Off Site 0 Sq. Feet \\.\\\ \\\\ \ \ \ \ ` \ / / \� \ �\ / /�\ / \ J� j -f LLJ Q Steepest Slope 3:1 H:V \ o Distance from a Riparian Area or Sensitive Area 400 Feet /X\ \ j J \ / \ \ / \ \. / / \ m x DRAWN BRB CHECKED \ V/ DAP i DESIGNED KEY MAP BRB \ \ / \\\ `! \ / \ / \\ �/ `�� \\ N .. I .V. FILENAME 0� 0009_Erosion ControlJnfra \ \ 1 / / / \ \ \ \ / /f' / \ \ / ✓ \\ /j /l� / EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR / / \ \ \ Q / / \\ ✓/� ,(,�` / PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON p,DO On TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR •'' '' SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE ��' • O�P� O1 SET PLANS AND MODIFY SWMP AND EROSION CONTROL QQ� �G� x LIMITS OF NHBZ \�/ ��` �C // DOCUMENTS AS NEEDED. PAS\ INITIAL BMP'S: STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY /ONAL III' / V \ � \ // �� \ / \ / / / ✓ WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP KITS) SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND I \( \ I I / \ \ \ \ \ \ \ ► - _ �� / / MOUNTAIN VISTA DR ds\ ;- o ` _ THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE o CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. III I \ / INTERIM AND FINAL BMP S: (0 I AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE 0)i / o _ I ( CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE I o rn f TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING I MULCHING r /I SURFACE ROUGHENING Q COORDINATE EROSION -- T \ '� / so - Q ADDITIONAL SILT FENCE — 1 J II I L-I CONTROL WITH PHASED '� -� SIT T ' I _ \ / J / 4� I CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS Wa. � � CORE SET 1T ,--r -�� T' -�� T' ' \\ / / - FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE LL �T -r �T TIC �� / -�_� UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z J T� -ram -r �r T T l- -r T� -I T I T I I-T- Imo' 1-r '�� T7 T I T T I T T I I L� 1 �_ T� T, T , ,T 7-r T T1 I T I F T I T I J 1 �' �4 '\ — r / ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL � I T IIF]] 1 I� T I / �� \ \ C y�� �� l� \_ \� I STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL co_y y _ RECEIVE SURFACE ROUGHENING. LL I 40l —� — I - - — — — — — — — _ - ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL — — — _ _ — - STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED — _ _ — -\ — — _ —— — — — _ _ SODS — — _ — — _ AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q O OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY MCIO AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W 5009 _ _ USED. Q THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED CO Ix Z N GIDDINGS RD \ — c — _ _ N GIDDINGS RD -_ /� — — — — _ 5°°9 GRADING OPERATIONS. LL O 5000— � — — — — — — Q - -_ _ _ __ = s — — REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF Z -1 I - C' BEST MANAGEMENT PRACTICES. . T " T TI > IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS - - - - - - - - - - - - - - - - - - -"�-7L - _ _ _ _ _ _ _ _ _ _ _ - - - _ - _ _ _ - _ - - - - - - - - - - - - - - - - so `ro \ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE LIM �� LOD LOD os o� 5005 I IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY �/� —� 'm -��� goo �� I SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING yr ion goo O - - - - - - - - - - - - / ` CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE Q J I \ I CONTRACTOR, THROUGHOUT CONSTRUCTION. LO I I o r / o \ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. BLANKET MADE OF LOOSE, WOVEN NETTING, J I Son SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION — I I� / I �� �/ I ! ooh I s I OF "PLASTIC WELDED" EROSION CONTROL BLANKETS SHALL NOT kb _ - - BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED L� J )I AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. 4995 4995 '� / L LEGEND I J \ �- -I / - - -5000_ - - - - - - - - - - - - - LIMIT OF DISTURBANCE wow ao� ��aoi �aoi - - - - e j FLOW ARROWS � l S ll 1lIS lIS 1lIS � 1lIS l�IS / \ \ ion s LOD ��° LOD�� ° � LOD S LOD �o°' �°° �°° LOD pop LOD LOD LOC STABILIZED STAGING AREA ssA 0 n / �, , -1-`y I--,' / 1 Ilk, CONCRETE WASHOUT AREA cwA \ �\ I I , I I I `�— � I-,' / _ \ I I--PROP. 2" HDPE PRIVATE O WATER SERVICE \ VEHICLE TRACKING CONTROL SILT FENCE sF SILT NATURAL HABITAT BUFFER ZONE (NHBZ) TST, INC. CONSULIING ENGINEERS Whalers Way Suite 200 Fort Collins \ / / Colorado 80525 I � / Phone: 970.226.026.0557 JOB NO. 1230.0009.00 SCALE 1" = 50' 1 I l DATE ANUARY 29, 2025 50 0 50 100 SHEET scale 1"=50' feet 15 of 79 TABLE OF CALCULATIONS Total Disturbed Project Area 22.67 Acres Total "Onsite"Area of Disturbance 22.67 Acres z Total "Offsite"Area of Disturbance N/A Total Storage/Staging Area N/A X, o Total Haul Roads Area N/A < ��� �� �; \ ` \I �\ Q / .•� / J \ Construction Vehicle Traffic Area N/A Est. Percent of Project Area Exposed 100%Est. Percent Vegetative Cover 90% Density \ % / \\ \ , I / 5 w/ > o w Existing Soil Type Group D Clay Loam Groundwater Depth 15 Feet / / L- 1 �� Number of Phases w/ Project N/A / i\\ \\ � /��/' Total Volume of Imported \\ Exported (-) Materials N/A Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet Steepest Slope 3:1 H:V / Distance from a Riparian Area or \ \ \ - Sensitive Area 400 Feet I / // / / �. J m DRAWN BRB A�,� �r y I... \�. / I t` I CHECKED �a ✓ ` V /� �// \ X �� / �O l DAP V A` � / I - / - - ✓G1 / \ I DESIGNED >>�, /��/ KEY MAPBRB 0009EErosion ControlJnfra 80. � Row / . .• ..: :. ... �;,: .:. . : ....:� : . :. .. .: :• .,�. :•.. �— y� / o / \ EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR 0 L I / I � _ :. PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON �p.D /C 'I VARO, ITEMS CONTRACTOR LIMITS OF NHBZ \�� / ��` 11MING OF IMPROVEMENTS AND APPROVALS, Qom' \ , , 1 SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE j �` SET PLANS AND MODIFY SWMP AND EROSION CONTROL PQQ �G \ �i/i \ \ \\ �✓�/ /� ��` / / \ \ DOCUMENTS AS NEEDED.LID G S� /� / V A INITIAL BMP S: FO �• �<v ;' / � CWA got* o / r� \ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY S�0NA1- WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION c£� WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP / / I I I \\ SILT,FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. / \ ` 4:1 1 I I I I / l I \ i / INTERIM AND FINAL BMP'S: \ CD '� I I \ \ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE � / \ ' �' \ TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMMULPORARY SEEDING • SURFACE ROUGHENING Q / \ / / '� ( 4:1 / ✓ I \ J/ ADDITIONAL SILT FENCE w 0. CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z J _ - - - - - - - - - - - - - - - _ — _ - - - - - -- - �- -I _ - - - - - - - - - - - - - - - - -� ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL O STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL �/� O _ RECEIVE SURFACE ROUGHENING. v_r — — — — Sons — - — _ — — _ — — — — — __ `=1;� - �5008— ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED Z i VTC F AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q O — $ — % — — OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY MCO 5009 — — -� — J AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W V soo, N G I D D I N G S RD \ \ \ — \ \ \ �\ - USED. Q N GIDDINGS RD /►l — _ — — _ _ _ _ _ _ _ — — — — _— — —_ =l - — THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED CO Z —5008 '00 GRADING OPERATIONS. O REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF Z — — — \ -� — — — — — — — — — — — — - - - - - - - - - - - BEST MANAGEMENT PRACTICES. > CO — - - - - - — — — — — — — O 006 005� — — — �' LODE IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND - — — — — — — — cro 5 5 \ '�'� / 1 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS 5005 I / I I 1 PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W W IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY O SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING co / I / / l I CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE a J \ // a CONTRACTOR, THROUGHOUT CONSTRUCTION. T Q I / / / / 1 ( EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES I GREATER THAN 3:1. BLANKET MADE OF LOOSE WOVEN NETTING �`0 Soo SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION Z — — — — — �' S I / OF PLASTIC WELDED EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED I 4995 �8 AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. � // / I / � I 4995 / / _5000_ _ -- - _ _ _ _ _ - _ _ - / I I �, � � / LEGEND LIMIT OF DISTURBANCE LW �$ I 111$ 1lIS IS FLOW ARROWS lI ll� 1lIS l�IS 1lIS 1 �°/ li LOD Lib LOD COD LOD iAD LSD LOD LOD LOD LOD LOD LOD LORD I / / / / STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA CwA O I I / VEHICLE TRACKING CONTROL SILT FENCE S LT— NATURAL BUFFER IT( ) ER ZONE BU NHBZ _ _ TST, INC. CONSULIING ENGINEERS 748 Whalers Way Suite Colorado Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE 1„ - 50' DATE ANUARY 29, 2025 50 0 50 100 SHEET scale 1"--50' feet 16 of 79 TABLE OF CALCULATIONS Total Disturbed Project Area 22.67 Acres / Total "Onsite"Area of Disturbance 22.67 Acres Total "Offsite"Area of Disturbance N/A Total Storage/Staging Area N/A J / / \ Total Haul Roads Area N/A / / Construction Vehicle Traffic Area N/A / Est. Percent of Project Area Exposed 100% oZ Est. Percent Vegetative Cover 90% Density i Existing Soil Type Group D Clay Loam / „y o w Groundwater Depth 15 Feet / I > LU Number of Phases w/Project N/A Total Volume of Imported (+)/ Exported (-) Materials N/A Total Area of Stock i I i Ing of Fill or J / Borrow Areas Off Site 0 Sq. Feet Steepest Slope 3:1 H:V / /' ���� Distance from a Riparian Area or Q Sensitive Area 4001 Feet I 0 DRAWN BRB CHECKED DAP r: KEY MAP DESIGNED BRB N .T.S. FILENAME EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR 0009-Erosion ControlJnfra PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE pp0 L/c / v •SET PLANS AND MODIFY SWMP AND EROSION CONTROL �.•• "•• IRE am / ��� / - / I I' / \ DOCUMENTS AS NEEDED. VO�•;�O �OJP•�OC� INITIAL BMP'S: F, - 5012 - li v STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY Q. Q FO <v 001 �` — / WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION O� •....••••G� WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP S�ONAt- �� / � _ � �� \ � � .. KITS) _50�� \ SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND St. / — — ��` 3• / /� o MOUNTAIN VISTA DR 3:1 _ _ i ,50�0 CIP-1 THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE O \. CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE � _ CI P-1 y I I I '•. � i �✓ MAJORITY OF CONSTRUCTION BEGINS. i / — — - III 0 .:..,;. z INTERIM AND FINAL BMP'S: /— AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE III `007 _ 001 ' _ / �_ CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE �ao� 5007 IP-3 / i \ TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: •• •, •, �•�� ds TEMPORARY SEEDING • - ) -5006- 04.. � / \ s, ` . MULCHING SURFACE IP-3 :.:.�: ..,:'.: / / - I - ADD T10NALO ILTENG FENCE 00 4 - - i III Y i Y H NS it CONTROLS ARE TO BE INSTALLED AS THE 00'► ab� ROM ONE SEQU NCE TO ANOTHER A D THE SALL EO I Uj UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Mq ` „ . . . .' 's. 00► — ��� ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z J o P �E - - s o STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL O D O CIP-1 4' T 50p5 • DR - am — �I � 49gg- / RECEIVE SURFACE ROUGHENING. — $ / 99- I b.. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL � �2 SCL ,. •......... .. .. .. .�' ,;.. . 002 50 0 49 / � U . . 5 5000 � CIP 1 • .' ROry </... cn •. .:.��.�.-; .., '•:>...: •.. . -.' . :...'. STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED — ,; , , •. • ...:.' •....... .,�� • � ` '.� • ',.. ,::..;. ::. :. �. •'..'; . .°:.. . AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE - . -�-�,. 5 ° •- • '..:.:. ... I - '>_' : o, .•, •Y.••.• .. • ;•-- , , OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY — .-.. . •.. • ♦ .. • P- . -1-- \, SCL : «'..:, .. •_, o •. -g AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. IP 3 MQ SCL V oo�', �—� g0p0 :-' ; _ ,0 3 _ 5002 THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED a LOD !\�` \ �' '. o— MAPLE HILL DR �� Z ��� :° r n GRADING OPERATIONS. \ SO � �� t. +� 5002 Cl) cc �S� — \� �_�` :a _,''. ' IP-3 T� it REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF O / \ — — BEST MANAGEMENT PRACTICES. co — • e —.L.'is. E • ,..., _.— .. , is- .:',: .♦;. —. _ . _) -^' •L,—.ya_s.: —.,. II � � \ — -C o0g : • _ _ - - ��= IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND > LIMITS / \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS MITS OF NHBZ -r d- O �� �01D �� � �' � \ �' _ �,�� . SCL T5000 SCL SCL 5000 T � \ 1 PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE � Q \ ,`,`' .; ' . �, - IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY ��� \� SCL T \ v�, SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING W CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE z w _J I / / / I M /, lgp�a�_� g0. /y`/ �, y :1 — � _ - i l r i CONTRACTOR, THROUGHOUT CONSTRUCTION. O CO I _ - ON A �1��1 � � l Y / \��\���L �/ `�� \�J-� ; /i II r F - /// pyc Lyy�-� �,�r-�' � L y ,� EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES PHASE y5000- �\ y �� ��I I � '/ '� � � y� �\\��-,��,�- J / \ ���`�,i � GREATER THAN 3:1. BLANKET MADE OF LOOSE, WOVEN NETTING, J / \� �/ 1- y, '� �: ' y� �` �- - / i, -L , SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION 51' OF "PLASTIC WELDED" EROSION CONTROL BLANKETS SHALL NOT ROW _ BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED \ _�/ V \ ~� �_� AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. � — — // \ �� / '- I LEGEND I LIMIT OF DISTURBANCE LIMITS OF NHBZ I h III FLOW ARROWS LIMITS OF NHBZ M ON TAVA PHASED / I STABILIZED STAGING AREA ssA 0 \ / / / / / / 'l ' I l 1 CONCRETE WASHOUT AREA cwA VEHICLE TRACKING CONTROL v SILT FENCE sF SILT SEDIMENT CONTROL LOG scL \ - -- _ / WOOD C �� I / l / / l l __ - ` _\ l l / i INLET PROTECT IP- ION 3 RIPRAP l / W.... / \ ` CULVERT INLET PROTECTION TST INC. CONSULTING ENGINEERS J ``` i \ Q NATURAL HABITAT E 748 Whalers Way 1 1 1 1 l I __ v I / l / l ; l / / / / / 1 / v - I /I / / / / ' / \ BUFFER ZONE (NHBZ) Suite 200 Fort Collins _ / / \ i �� Colorado 80525 Phone: 970.226.0557 0 JOB NO. 1230.0009.00 SCALE 1 r) _ 50P c / DATE JANUARY 29, 2025 N - 50 0 50 100 SHEET l /� ' � , 1 1 / I sale ,..=50 feet 17 of 7 9 TABLE OF CALCULATIONS \� Total Disturbed Project Area 22.67 Acres \ \ / \ / , •� \ \ \ / \ / / / / \ Total "Onsite"Area of Disturbance 22.67 Acres Total "Offsite"Area of Disturbance N/A Total Storage/Staging Area N/A Total Haul Roads Area N/A / / ��� \ / \\ \ ✓ // \ Z / o Construction Vehicle Traffic Area N/A / \ \ \ \ / / /� \�\ e,\� �.� < \ '��\ //%� \ z Est. Percent of Project Area Exposed 100% >, < \ \\ �� 0 w Est. Percent Vegetative Cover 90% Density / / \ �\ �j / / �.\ \ \\ / / \\ \� - j Existing Soil Type Group D Clay Loam Groundwater Depth 15 Feet Number of Phases w/ Project N/A \\ \ Total Volume of Imported (+) / O� /'� \ _°, \ ✓ / \V � \ �/ / �� V��� �� Exported (-) Materials N/A �AA� X�� \. Total Area of Stock i Ii ng of Fill or Borrow Areas Off Site 0 Sq. Feet Steepest Slope 3:1 H:V // O Distance from a Riparian Area or J Sensitive Area 400 Feet f�\ \ �� /j 1 \\ \\ / / / \ \ \ � \ �� �/ \ \\ \ �� \\ m DRAWN BRB v\ LLL CHECKED DAP \ \ 1 / �� A \ V A A�/ \, \ ✓ � �•- � / /i / � \ � / /� � DESIGNED �o KEY MAP BRB \\ \ \ / \ \ \, \ % \ �. / �\ �' ` ; I V . I .S. FILENAME 4 \ J / / \ \ `� \ , / O1� \ \ �� ���/, ��,' Z \ EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR 0009_Erosion ControlJnfra / / �� � � � ,�' PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON �� \ \ 9y !� I �� �� ' / TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR �,3 \ , / / \ \ \ \ \ \\ Q // / \� �//4 ,( / SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE PvO L/c \ 1 / \ \ \ � �/ \ ;l/ \ ��` �� / SET PLANS AND MODIFY SWMP AND EROSION CONTROL ••"•• �` SCL DOCUMENTS AS NEEDED. VO��,•�•p 0�1p�' O� LIMITS OF NHBZ ,C • INITIAL BMP'S: G PQ S�� of \ \ / / \ \ �^ I,'`f� /� / IP-3 STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY L - 1 / \ \ \ \ r-9 \ '�/ \ \✓ \/� �� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION O� .....••'•G� / WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP S�ONAL / KITS) I \ \ O \ l SCL / SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND MOUNTAIN VISTA DR F THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: SCL / AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE 4'1 / I TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: _ I I I \ TEMPORARY SEEDING II III I \ \ \ \ \ o` co MULCHING SURFACE ROUGHENING Z 0 ADDITIONAL SILT FENCE II I I T `` "., ' ' sp - / CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS J COORDINATE EROSION T —1— ,T / , �sr / FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE III I I � CONTROL WITH PHASED '� T-r T' TI—T SCL I '� / / — —% 4' _ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. W \ f I� ,---r CORE SET I 1TTlT rJ7 1 I i 1 I -�,�T J----I --I -�l- �r TI I I - —TIr I yIT� ' L�amI : � �1 i1, � '•':;,�'- d' :. .. .• ANY DISTURBED AREA WHICH HAS S NOT REACHED FINAL T- rrl-r T--f TI -" rT � T TON WHIN 2 WEEKS OF BEING DISTURBED SHALL 1-T rT T-r T� --I Ti T 1 T 1T I 7 STABILIZArT T—r T1T ITI 4995 RECEIVE SURFACE ROUGHENING.1 T Z- OJ l! J I I Il L - I Imo- _1 y •„ err+ < --- •' F. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL say . STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED �zam — — — — — AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE - Z .� OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY . SO a a h . AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH - l. -- — USED. I I -I- I - - CO — THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED Q 5009 _ _ _ GRADING OPERATIONS. /� Z cc N GIDDINGS RD_ `' REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF / O N GIDDINGS RD — — . . ,ti :`:,:�..,.. 5000 `'` BEST MANAGEMENT PRACTICES. — SCL .. . •,--•.. ... . . CONTRACTOR'S RESPONSIBILITY TO READ AND --,. SCL . < .•SCL .. � ,. . . . ...♦ ': IT IS THE CO . . . � `.`.'! IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS '"• TR . .a — :`: ;' PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE — — — - - - - - - - — — - - - - - - — :t., IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY - - - - - - - - ?c — — _ _ — — — — — — — — — — — — — — — ,:.: S r .:.o' SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING 1�,1, A R W L� - , — — — — — — ��- -LDS � � ." : �s •...�. .:. ., .. , ,+, Z W Lon LODE 5005 CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE LOD � Loy SF - a -`.�= .'i CONTRACTOR, THROUGHOUT CONSTRUCTION. O � - / o EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES 1 I / \ I rn I \ GREATER THAN 3:1. BLANKET MADE OF LOOSE, WOVEN NETTING, J /\ cr —� °' o \ �` ~ SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION OF PLASTIC WELDED EROSION CONTROL BLANKETS SHALL NOT SCL BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED / ` h \ I / J I / rn I Sp AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. Z — 5000 / / \ L\ �I J scL scL a�� LEGEND �IN �, 4995 /� LIMIT OF DISTURBANCE \ 1113 4995 SCL �, �'I� FLOW ARROWS \ / SF —5000- — — — — — — — — — — — STABILIZED STAGING AREA ssA L � SF SF SF I cwA CONCRETE WASHOUT AREA 0 O SF LOD ,'COD� LOD�i� LOD� L�I� LOD�ILbD� LOD� � , LOD ,LOD LOD� LOD� LOlD,S LOD VEHICLE TRACKING CONTROL vTc PROP. 2 HDPE PRIVATE tl / \ SILT FENCE (:Y) SILT WATER SERVICE SEDIMENT CONTROL LOG scL INLET PROTECTION IP-3 RIPRAP RP CULVERT INLET PROTECTION oiP-i TST INC. \ CONSULIING ENGINEERS NATURAL HABITAT E 748 Whalers Way BUFFER ZONE (NHBZ) Suite 200 Fort Collins Colorado 80525 IPhone: 970.226.026.0557 roe No. 1230.0009.00 SCALE 1" = 50' DATE JANUARY 29, 2025 50 0 50 100 SHEET ■ �� �� scale 1"=50' feet TABLE OF CALCULATIONS V Total Disturbed ProjectArea 22.67 Acres Total "Onsite"Area of Disturbance 22.67 Acres z �J/ X Total "Offsite"Area of Disturbance N/A Total Storage/StagingArea N/A z N/A 0 Total Haul Roads Area Q> F- Construction Vehicle Traffic Area N/A V) IL Of Est. Percent of Project Area Exposed \5P 0 C) 100% Alk, 003V Cn Est. Percent Vegetative Cover 90% Density4 U5 5; Existing Soil Type Group D Clay Loam LLU U Groundwater Depth 15 Feet Number of Phases w/ Project N/A z Total Volume of Imported Exported (-) Materials N/A Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet SCL Ld < Steepest Slope 3:1 H:V Distance from a Riparian Area or C� Sensitive Area 400,Feet M DRAWN BRB SCL �r� CHECKED 2� 4�, -------- DAP A DESIGNED BRB ,GIG V � V A �� • / � �� X KEY MAP FILENAME 0 N .T.S. 0009-Erosion Control-Jnfra 80, EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR 4VF SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE DO L *Good <1 z SET PLANS AND MODIFY SWMP AND EROSION CONTROL DOCUMENTS AS NEEDED. • X LIMITS OF NHBZ 0 INITIAL BMPS: 05 & STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY < WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION 4S C WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP TONAL C L DNA1- KITS) SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND MOUNTAIN VISTA DR F� THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: SCL INITIAL FILLING AND GRADING OF THE SITE, THE AFTER THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 0 TEMPORARY SEEDING 0 MULCHING e SURFACE ROUGHENING 0 ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UJ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. r� :ti. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL — — — — — — — — — — — — — — — STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL D RECEIVE SURFACE ROUGHENING. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 — — — — — — — — — — — — "T L - - - - - - - - - - - ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL CO TION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED STABILIZATION 14 AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE 06S 50o8,- OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH VTCUSED. CO t�uuw THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED W -7t N -GIDDINGS RD z_—_ z— GRADING OPERATIONS. z 77--7 --7 N CIDDINGS RD Co CC TION OF ---500 REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP BEST MANAGEMENT PRACTICES. LL z cl)7L -7 L IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND .77� z— — — — — — — -)\-z— — — — — IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS 0 mmmm�-LQD-J� -\— — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — -7LMWW�- PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Lw il� — — — — — — - % IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY SF IMPLEMENTA SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING LU CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE O z LU CONTRACTOR, THROUGHOUT CONSTRUCTION. Co EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. BLANKET MADE OF LOOSE, WOVEN NETTING, X L0 SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION SCL OF *PLASTIC WELDED" EROSION CONTROL BLANKETS SHALL NOT a. LU BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED 1190 z5000- SCL AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. 4995 A�& LEGEND —4995 SCL F LIMIT OF DISTURBANCE J — =5000- — — — — — — — — — — — — — FLOW ARROWS SF SF SF STABILIZED STAGING AREA SSA IS 11 , I I I Lw LW LW LC /Lw Lw A ki is .16_Ll%;P CONCRETE WASHOUT AREA cwA Lol� � O �7 LOD VEHICLE TRACKING CONTROL // / / / `\ PROP. 2" HDPE PRIVATE SILT FENCE —SiLT— WATER SERVICE SEDIMENT CONTROL LOG scL INLET PROTECTION (ED RIPRAP (E) CULVERT INLET PROTECTION (E) TST, INC. NATURAL HABITAT E CONSULTING ENGINEERS Z11111 111111 111111 111111 111111 111111 111111 ININK 748 Whalers Way BUFFER ZONE (NHBZ) Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1't = 50P DATE 4f JANUARY 29, 2025 50 0 50 100 SHEET scale 1"=50' feet 19 of 79 TABLE OF CALCULATIONS Total Disturbed Project Area 22.67 Acres I \ \ Total Onsite Area of Disturbance 22.67 Acres Total "Offsite"Area of Disturbance N/A Total Storage/Staging Area N/A Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A f Est. Percent of Project Area Exposed 100% o i Est. Percent Vegetative Cover 90% Density Existing Soil Type Group D Clay Loam �07 w Groundwater Depth 15 Feet / > w Number of Phases w/Project N/A Total Volume of Imported (+)/ Exported (-) Materials N/A Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet Steepest Slope 3:1 H:V Distance from a Riparian Area or Q Sensitive Area 400 Feet Co �o �V DRAWN / BRB CHECKED DAP ko KEY MAP BRB DESIGNED FILENAME I � N .T.S. 0009_Erosion ControlJnfra /45� EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON �p,D0 L/c 0 / 1�� �1 / I \, / TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR ••' '' �, SHOULD COORDINATE L EROSION CONTROL ITEMS LN CORE AND MODIFY AND EROSION CONTROL DOCUMENTS AS NEEDED. I �o c / -5012 INITIAL BMP'S• — i \ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY S/ONAL � J — f WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION �• o g — 3,A6�� / � WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP 3:1 10� KITS) 0 SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND , O MOUNTAIN VISTA DR p09 6 o ' 5 o Sp — — — _ CD THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE ' — z I CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE _ — f ' _ _ _ _5008- ao� / - — — / — MAJORITY OF CONSTRUC110N BEGINS. �ao� �� $ — INTERIM AND FINAL BMP'S: —00► 5007 AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE _ - -- " •' —5006— i •• �• • •' ' ' 5004.. � / - � CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE . . ., / TEMPORARYVEN71ON CONTROLS SUCH AS TEMPORARY SEEDING E MULCHING SURFACE• P, • � UGHENING ft i ADD 1IONALO SILT FENCE � _ �1 4, � o o ': � \ \ "" • ' : P -- ---�� • > ,. :' i' `• � �bj �aan �,� I CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS o ',;: •,.._.y, APC� \ ..: .. ,;''' _Qo► _ ri s FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE �- - \ ao� o UPDATED AND FIELD CHANGED AS SIZE CONDITIONS CHANGE. Z = 4: 50p5 _ . .. .. .... _ 499 / �R �f ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL O J 2 5 0 gg9 I / STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL .'. ..r•.�, 1 5000 4 � U O ROW 50p0 Sp05 — — - - - - - - - - - - - - - - - - - — - - - - - - — - - J - - - - _ RECEIVE SURFACE ROUGHENING. yr \ P _ ,� o� ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL \ . ... s .. ... ... .. . ..P .. p. RP P. .... / cr • STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RAZE Z OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY CO O - �00, , �� -_ 'fir . ,. APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH ,� -� MAPLE HILL DR R P •� � � 2 � USED. LW ! "., 500 Lon \ ♦ \ OS ,��y- • �_''' `� THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS.a .!,�..Y: 1.' •I' N: )1:•. k.. • ♦.';, .:P. 1 : ..'.,-..•'..'. '� is R U. ,r II � � \ — \-C � OOg ;. : :. _ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF BEST MANAGEMENT PRACTICES LIMITS OF NHBZ � \ \ � \ 1 �� \ - - - - - — — - - - - - - — — — — - - - / / 1 �� � � � .N •:,. • `.�,... r-.,. 5000 RP 5000 .- /// MU 1 IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND /// p / 1 `� �„►� � �� � :-'. .. ,.; ' ,: - RP � T,—,- ,—r I� �I \ o, 0 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS � O / / / J ��1 i I PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W CC ll1 /I / l l 1 Mo. \ ` ��s ;V _ 80' �i�` , �y` _�'�` y J_i'�\� �- i i : i i I I i ri IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY 1 1 _ l N TA ���� a — -Row \ r- y,� —`� -i 1 j i I L f SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O lil VA P W ,� \� '—� � '� j/� CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE A / � � ' �' � `�� ���, �' �� I � ��, �' � CONTRACTOR, THROUGHOUT CONSTRUCTION. � J Z 51' '' — `y _ �� \ \�i�1 EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES ROW +, _ _ �. ,, -� // ' �\ GREATER THAN 3:1. BLANKET MADE OF LOOSE, WOVEN NETTING, Z g _ ` ` - �� SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION 5005 ,��►a�5005_ \ 1ME �`� OF "PLASTIC WELDED" EROSION CONTROL BLANKETS SHALL NOT U. Rio tl BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED i1 — \ — / I r AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. I I 'll / �I LIMITS OF NHBZ I \ III LEGEND 1/ LIMIT OF DISTURBANCE LIMITS OF NHBZ — \ MONTAVA PHASED / I FLOW ARROWS , / — — — — — SEEDING AND MULCHING Mu - - - -- -- - - -- - r — i � �� �\ `� ~ � � � - - \- - NATURAL HABITAT - - - - - - - - / HAR BUFFER ZONE (NHBZ) woo — I E // / Lij LL_ � 1 - -— - -��� �` a \ \ _ / / � \ TST, INC. �/ / / / / \ _ I L _._ l / / / / _O — , / I _ CONSULTING ENGINEERS _� _ \ Way ``` ` Q 748 Whalers W , / ; \ � / Suite 200 Fort Collins �/ /G ✓ �' Colorado 80525 C) / I \� Phone: 970.226.0557 l l / L JOB NO. 1230 0009 00 H O / / \ \= SCALE " r AR wo -ll �, 1 = 50 I DATE A JANUARY 29, 2025 50 0 50 100 SHEET -- / scale 1"=50' feet 20 of 79 \ -N� TABLE OF CALCULATIONS Total Disturbed Project Area 22.67 Acres Total "Onsite" Area of Disturbance 22.67 Acres Total "Offsite" Area of Disturbance N/A Total Storage/Staging Area N/A Total Haul Roads Area N/A A �� 1 \ / �� \\ \\ / / \ V� / \��. �� / �\ o Construction Vehicle Traffic Area N/A Est. Percent of Project Area Exposed 100% I` / /� ; \ \ / \�\\ \/ �� �/ \ \\ ` // �� O 0 Ld Est. Percent Vegetative Cover 90% Density �/ // �' / / /\ \ \ \\ , \ / �/ \� \� > o Existing Soil Type Group D Clay Loam / /� / \ � � \ \ \ w Groundwater Depth 15 Feet �\ Number of Phases w/ Project N/A Total Volume of Imported (+) / O� �l_. \ �: \ \ \ \\ ✓ / / \ \,\ \\ / /� \ l // !\\ \�\ ��,/ Exported (-) Materials N/A Total Area of Stockpiling of Fill orVd� Borrow Areas Off Site 0 Sq. Feet \� ���� A \ A � \�X Steepest Slope 3:1 H:V Distance from a Riparian Area or X 4el Sensitive Area 400 Feet /'� \ : - �' 1 \\ \ / \ ` \� \ \ \ / >� // �� /� � m DRAWN BRB CHECKED DAP DESIGNED KEY MAP \\V BRB4j/ FILENAME \ 0 '/ �\ N .T.S. ., /�j �� � � // � / 0009_Erosion ControlJnfra RP / EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR V\� �� / / \ \ \ A- A\ �� A \ / ✓ i �� �/� �� �� / PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON �p.DO L/0' TIMING OF IMPROVEMENTS AND APPROVALS CONTRACTOR •'' '' / �� MU / SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE SET PLANS AND MODIFY SWMP AND EROSION CONTROL l / \ /� LIMITS OF NHBZ �/ DOCUMENTS AS NEEDED. INITIAL BMPS: Qp,`F�. .•�:�w STABILIZED STAGING AREA INCLUDES SOLID AND SANITARY S/ WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION ONAL WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP KITS) SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND C/ MOUNTAIN VISTA DR '—� ' ✓ THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE III T \ — \ \ ` \ \ // �o•, I MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMPS: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE rn I "; TEMPORARY EROSION PREVEN71ON CONTROLS SUCH AS: 6i 0 TEMPORARY SEEDING MULCHING �/� SURFACE ROUGHENING Z TIT ADDITIONAL SILT FENCE Q \ / I � COORDINATE EROSION —r— ,T �'� 4; l / CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS II j J III - �' CONTROL WITH PHASE D Ir -r— -r CORE SET T—r ,-- -�T -� / FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE Q. I � p I T I T T 'TI I - - UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z I . . Imo- 7-1- �-� TI -�'I T I T IT f-T �r T1 -f-I T I T I T I1-f- T� T I _r ,T I�r IF T TI T I T I T I T I_r fT l� T1 T I _r - J T f-T T-r I T I T I I _ _ i t • - I I I T I T -T t-r �r T� -r- O IT I - I T �- I T J I -f- 1 - T I T IT y � 1 I / � TI T I T I T I_r 1-f- �r T TI T I T I T I-r IL�r JT� y J� -•. O >. �••', .'y�' O - TT T1 I -1 - I J-- 1� �- r� i4995� � _ , �MU .• •°,: \ �i'.:�::=•� ''�'_�.-:'�'��`� � ;..�_ :..`.�;�.:�,;...,.; � � ��:��`�' ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL T / (� �rF` I—r r� —� I IJ- >-� i� �� �- ice- ,�- �- �. 1� ILA- "' :; .:' .`' .'.:. .:....'.t p }•'.., �I _L-I I �- I I� STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL T�f i I I ! �_ I� �-�- J� I �_ I J- I-1- Imo- 1� �J L� .L-L J� .�-I I �- �- I y �-I y 1 J--, Lam- .�'�I -L. I Imo_ !� 1 "'�� _^ - •• O I .ItV ,J.-- R P I . - I _ � _ - Jam ,�� :'' �' .' r �C.� i }.,4' 55 U ,� �. � _I--. ,�. �. .� I r- _.� / RECEIVE SURFACE ROUGHENING. �1' �� `\ l I III LJ- 1� I� I� — ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL 0 DAYS SHALL BE .. ... ....--._._.: . ....... . . . . . ... .'::.....,.�.,. . . .. . .. • : ... ..! . .,..•.. .. ..,:..:,..... .. . .. ,: - : : .. . ..- - '. . . ... , 0 ; : _ STABILIZATION WITHIN 3 TEMPORARILY . MULCH BE SPREAD EVENLY AND AT A RATE Z . > . .. _ 1. .. . , ... .. ... ,..ice:• . . t. � • _ OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY Ix . t' AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W / / r 5009 USED. D Q V THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED CI� — c N GIDDINGS R D___ _ _.;_� � .,.. 500 GRADING OPERATIONS. LL Z r, Y.. N GIDDINGS RD _ — .'. •> � , R A DETAILED DESCRIPTION OF � '� REFER TO THE SWMP REPORT FO 7. T. — BEST MANAGEMENT PRACTICES. �>-. � .: > r v i : 1..3 tip. ..•. ,•... _ �4 T .Y r< • '' - \+ '-- IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND \ >' _ S O ,' .• •��°-� IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLAN - - - - - - - - - - - - - PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE S— A • teD .; LODE�i — — — O �. .,....•.. ' . ..... .,..,.. . - - - - - - - - - - - - - - - �toD �.';W; IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY�� LOD LOD I S cs. .::.`;,>....: ., . . 5005: `it — — � � LOD� LOD � / ,�• •:+' •. ,:. SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O — I I / ... •. . . THE CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY Q CONTRACTOR, THROUGHOUT CONSTRUCTION. � J ,n �,o - 'l� / o \ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES\ I I \ � GREATER THAN 3:1. BLANKET MADE OF LOOSE, WOVEN NETTING, Z / J I SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION 1 F RP SO OF "PLASTIC WELDED" EROSION CONTROL BLANKETS SHALL NOT U. - ��, / OS BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED - - - - - - - - - - =5000- - - _ _ _ _ - ! ���, / 1 AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. / 4995 / LEGEND 4995 LIMIT OF DISTURBANCE LOD� 5000- - - - - - - - - - - - - — -- — — - - " / I FLOW ARROWS � SEEDING AND MULCHING Mu / \ x \ � � LOD� LOD LOD� LOD� LOD� LOD� LOD� LOD� LOD� LOD ��/ LOD� LOD� LOD� LOD� LOD� LO[ RI P RAP O RP v " NATURAL HABITAT PROP. 2 HDPE PRIVATE �l \ / / / / — — — — — — — - - WATER SERVICE / // / ` BUFFER ZONE (NHBZ) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 Joe NO. 1230.0009.00 SCALE 1" = 50' DATE ANUARY 29, 2025 50 0 50 100 SHEET scale 1"-50' feet 21 of 79 TABLE OF CALCULATIONS V Total Disturbed Project Area 22.67 Acres -(0bb Total "Onsite"Area of Disturbance 22.67 Acres Z/ A Total "Offsite"Area of Disturbance N/A < / \ / //� /// \�� � \ / / / / / Area N/A Total Storage/Staging A%,\ z Total Haul Roads Area N/A \- Iz\\ Q> Construction Vehicle Traffic Area N/A V) Q= C) '4%,1 <eN 0 Est. Percent of Project Area Ex # U) A%% V) LLI 5; Est. Percent Vegetative Cover 90% Density 4k IMP, LLI Existing Soil Type Group D Clay Loam ) / /'� \ \\ / �, \ °° / / / / ` o' Groundwater Depth 15 Feet ✓ I "N 4%, 4F Number of Phases w/ Project N/A Total Volume of Imported Exported (-) Materials N/A Total Area of Stockpiling of Fill or RP Ld Borrow Areas Off Site 0 Sq. Feet < Steepest Slope 3:1 H:V 4( 4f/ / / J��L ��j ;. , . \ \` / / / I I o Distance from a Riparian Area or C7 M Sensitive Area 4001 Feet 4f DRAWN z BRB CHECKED 44� ------- DAP DESIGNED �,v > h!.��/ .�� ;�` r,/' ,/ I4/0, KEY MAP BRB U0 It,0 4,%P N .T.S. FILENAME 0009-Erosion Control-Jnfra R P C101P EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON L <1 TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR ..'Goo. SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE X SET PLANS AND MODIFY SWMP AND EROSION CONTROL DOCUMENTS AS NEEDED. C,\N X LIMITS OF NHBZ J LO 17 INITIAL BMPS: STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP (�7 KITS) --0 SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE I U CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. Q INTERIM AND FINAL 3MPS: 0 AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE 0 85 CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE 0) TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING MULCHING SURFACE ROUGHENING z ADDITIONAL SILT FENCE MU LU CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS Z. FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE 7.1 UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. d. X - - - - - - - ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL - - - - - - - - - - - - - - /L- - - - - - - - - - - - - - - - - - - - - - - - - STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL - - - - - - - - - - - 0 Co 79 RECEIVE SURFACE ROUGHENING. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Iz- > STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED LZ :000— AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE z Z OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH 0�gx COO /50 -77 USED. -N GIDDINGS RD THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED Cl) N GI DDINGS RD- 09 5007 GRADING OPERATIONS. UL 77 . REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF - - - - - - -L L BEST MANAGEMENT PRACTICES. > z- - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - -Lw im�� LW nw� LW IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS - — - - - - - IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND -5•0o PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE r. LU IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O Co LU CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE 0 CONTRACTOR, THROUGHOUT CONSTRUCTION. 0 r MU0 L0 EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES RP I GREATER THAN 3:1. BLANKET MADE OF LOOSE, WOVEN NETTING, 0. SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. SELECTION - - - z5000- Ch OF "PLASTIC WELDED" EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE ARE LIKELY TO BE LOCATED 4995 AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. —4995 — =5000- - - - - - - - - LEGEND LW LIMIT OF DISTURBANCE LOD LOD LOD LOD LOD Al� LOD LOD LOD LOD LW �/ / � / / FLOW ARROWS SEEDING AND MULCHING // / / / / `\ PROP. 2" HDPE PRIVATE' RIPRAP RP WATER SERVICE NATURAL HABITAT BUFFER ZONE (NHBZ) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 N\ JOB NO. 1230.0009.00 SCALE 1 st 50P DATE 4f JANUARY 29, 2025 50 0 50 100 SHEET scale 1"=50' feet 22 of 79 \_ 1\ � / / o ' F Z IL Of Cn N o w Ld [� li �J V I o m L L SHEET \ DRAWN Fj II \ L— I \ BRB <\ X 2 \ \ CHECKED DAP DESIGNED BRB E- FILENAME 'I 0009_OVERALL UTILITY nfro i SH EET \ I I \ \ 00 L/ � 25 �P......� - \ .\ \ I \ G PQ S��G : \jr �� • - - • SS SS SS SS •—SS SS UNA SHEET , 26 w ' SHEET Cf) I _ { 4 i I ✓ I I � \ z I - V� � LU \ I Z Z wI \ I O J n o I I \ \ II I I i', � �� � U u) CO a. � M11 — SHEET > >- � wI I � 28 H H 000 — Ld Co cr LL, D E I oN I I I I l i � Q Z J jo Cn Z LU W Cf)� \ Q vCn i6FF LLJ y y 1I Ii1�1'r 0. 11 \ \ II III! II \ \ � III � �Cn II II II \ I III -L (I \ s ICI L \ � I I ss TST, INC. to � III CONSULTING ENGINEERS \ \ \ 748 Whalers Way \ SS 11 Suite 200 Fort Collins Colorado 80525 \\ Phone: 970.226.0557 JOB NO. I SS 1230.0009.00 SCALE — SS SS SS 55 55 6t 5 \Jm __ - 1 = 200' DATE T T _ T -EEI H HE hE� — �F o ANUARY 29 2 025W_ W W 200 400200W Vt JN scale 1"=200' feet SHEET 23 of 79 I I I I PROP. STORM I I TEMP PLUG FOR I I TEMP FH FOR FUTURE LINE I I FUEXTENSION TURE EXTENSION o rLINE — r-- I I I I I o 0 Uj ° p ° • • I I II L o o ° TEMP FH FOR o a FUTURE LINE ° � T — EXTENSION N EX. WATER & i o .0 — — — — TEMP PLUG NON—POTABLE LINES i w � `� FLINT HILL DR FOR FUTURE FROM PHASE D TO I 00 N I SS-16 �— — LINE EXTENSION Q BE EXTENDED — — — — —j N ,'2" STOR !-"_ KEY MAP - - - - - - - - - — --i� o JTJR ST-07— N.T.S. — - - - - - - - � — TEMP FES FOR FUTURE m = — p STORM EXTENSION DRAWN - - - - - - - BRB I� TEMP PLUG FOR I CHECKED FUTURE NON—POT DAP PROP 80' ROW EXTENSION LOT 8 �,��� I. DESIGNED BRB I Y ° FILENAME LOT 10 LOT 9 I I v> 0009—UTILITY—Infra PROP. STORM _i 1 NOTES pp0 L/c .• I 1. W 8 V I •ALL POTABLE WATER MAINS SHALL BE C900 DR1 PVC, BURIED Q G WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED LOT 7 ,I L,90 s.00' AND/OR APPROVED BY ELCO. QF- �GG� s.00 I 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 FG �. U.E. b U.E. DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS �O� •....••'�G� I'--I OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. S�ONAL I I j 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN p LINES AND SERVICES. I 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR f. SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH LOT 6 THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. LOT 11 h I ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR PROP. STORM I GREATER SHALL BE INSTALLED. I L 0 5. ALL EXISTING U1ILITY LOCATIONS SHOWN ARE APPROXIMATE o : ap AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO 18" ST RM ° 18" STORM CONSTRUCTION. 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO pl ST-08 o ST-08 � o FACILITIES. LOT 12 TRACT A 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES 46880 SF I^ UNLESS OTHERWISE NOTED. LOT 5 _ 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS OTHERWISE NOTED. W ° o w 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESScc Q v OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE Z I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. O LOT 13 I $; 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN rho I ACCORDANCE WITH DISTRICT REQUIREMENTS. EX. ELECTRIC LINE 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' 5 BUILT WITH PHASED I >I Q UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS D Z ENCOUNTERED. LOT 4 I 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K Q COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON J LOT 14 op l: DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE I I ° LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED D Q UNDER DRIVEWAYS OR SIDEWALKS. o l 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K U. ° COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON 59 9j' DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE Q Z J LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED ` UNDER DRIVEWAYS OR SIDEWALKS. LOT 15 LOT 3 I" 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED ``�. . IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. Z W LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM O THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER co PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. LOT 16 I 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO PROP. STORM ST-09 sT-09 THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE LOT 2 f 18' STORM >I OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE v �s" sT RM WITHIN THE EASEMENT. LOT 17 0.9 LOT 1 / p LOT 18 ° ° R °rn O e I TST, INC. O �° '�"'� 8 g o; �'�E °� I CONSULTING ENGINEERS 748 Whalers Way M # y o o o zr� I Suite 200 Fort Collins N TIMBERLINE RD ODV) No cn a �� I� N5dO� Colorado 80525 00 N co ` _r-cm o_ I I Phone: 970.226.0557 p 30" STORM- -� I I JOB N0. ° ST-10 Z 1230.0009.00 TEMP FES FOR FUTURE SCALE STORM EXTENSION 1" = 30' °c p �' I 30 0 30 60 DA JANUARY 29, 2025 - - - - "'o - - - - - - - - - - - - -I LOT 7 p ° 1„=30' SHEET scale feet SEE SHEET 25 24 Of 79 SEE SHEET 24 PROP. STORM ST-09 ST-09 LOT 2 18-STORM 18"�STJORM I 0 o Q U W LOT 1 / > o w . v ° 0 •�����b — — — — — — — — — — — LLJ g KEY MAP r ...,, 0 I N.T.S. ac° Qf a o�o om' � o I m o z� N TIMBERLINE RD ao a m(n — — — DRAWN '3 STORM" ��> I I BRB P" IQ ST-10 z CHECKED • I TEMP FES FOR FUTURE DAP STORM EXTENSION DESIGNED - - - - - �o - - - - - -I- - - BRB C tp r ° I FILENAME - - - - - - - - - - - - -� 0009—UTILITY—Infra L NOTES LOT 6 �� •,..... o •� o o p.DO L/c w� 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED V PQQ WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTEDof ��G DES o AND/OR APPROVED BY ELCO. Q��J�p�G o;• 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 G�F •�G�� o m ti °w DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS •••••• OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. S�ONAt- �6 10 b 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN °. LINES AND SERVICES. LOT 5 I 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR I • SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH " THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR PROP. STORM I GREATER SHALL BE INSTALLED. o 9.00' 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE U E AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO I CONSTRUCTION. 9.00' °.�: °� 6 NO TLIRTIESS) SHALL BE LOCATED WITHIN 10—FEET OF ELCO LOT 4 U.E. �8 ° 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES UNLESS OTHERWISE NOTED. 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS TRACT B I OTHERWISE NOTED. W 35442 SF 11 a�, ROW >° a 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS 1 1 v PROP. OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE Z PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. EX. ELECTRIC UTILITY 1 1 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN O LOT 3 BUILT WITH PHASED ACCORDANCE WITH DISTRICT REQUIREMENTS. U 1 ° ° 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS ENCOUNTERED. Q 1 e l p 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K Q J COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED Q 1 1 e UNDER DRIVEWAYS OR SIDEWALKS. 1 1 > 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—KU. LOT 2 COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON PROP. STORM 11 �. DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE Q Z J LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED \ REMOVE EX. 8" PLUG AND UNDER DRIVEWAYS OR SIDEWALKS. 1 � TIE TO EXISTING WATER 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED 1 UTILITY BUILT WITH PHASE D IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL \ � REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. Z W LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM 1 THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER o PROPOSED HYDRANT PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q 1 AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. LOT 1 _ 1 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE x i1 1 o OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. Al. 1 MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED NSURFACE, re OCCASIONAL SEASONAL MOWING 23' ADJACENT TO — 1 THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE p�E FARM W� w Ir r AND ALL OTHER LANDSCAPING MAINTENANCE OF THE TRAIL, WITHIN THE EASEMENT. 1 1 1 PROP. STORM 1 1 V r 1 1 1 fee 1 1 \ 1 \ TEMP FES FOR FUTURE STORM EXTENSION LOT 6 O 1 S�_�� 36 S10RM r . 1 \ r 1 p1 . a , LOT 5 LOT 8 LOT 7 \ 1 1 v. TST, INC. CONSULTING ENGINEERS \ r \ 1 END OF SANITARY LINE TO 748 Whalers Way BE BUILT WITH PHASE Suite 200 Fort Collins TRACT C GO 1 � 1 D Colorado 80525 21836 SF U E• 1 a-, r Phone: 970.226.0557 LOT 4 roe NO. \ J 1 1230.0009.00 SCALE 1" = 30' 1 n- 1 DATE 30 0 30 60 JANUARY 29, 2025 LOT 3 1 1 1 >r scale 1"=30' feet SHEET SEE SHEET 26 25 Of 79 SEE SHEET 25 PROP. STORM 1 1 \ 1 >\ \ o 1 o. TEMP FES FOR FUTURE o STORM EXTENSION Ld LU N — S _ 3 1 ORM \ 4 6 SS + 1 +9 , END OF SANITARY LINE TO EX. WATER UTILITY o \ \ 1 KEY MAP BE BUILT WITH PHASE D FROM PHASE D TRACT C E, 0 1 �1 1 ° ° N.T.S. 21836 SF \ 0 1 1 1 m DRAWN 1 1 = 1 BRB \ 1 7 1 J \ CHECKED DAP DESIGNED BRB \\ \ 11 FILENAME EX. WATER UTILITY 0009—U TI LI TY_I n fra FROM PHASED \_ONGwOOp pR 0 L \ 11 NOTES ��Po 1 � vo;'��'• OJP,�OC� 1 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY ELCO. 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150 C900 F �EkANITARY UTILITY DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS S�ONAl- FROM PHASED OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN `ONOWOOD pR // LINES AND SERVICES. \ EX. ELECTRIC UTILITY / 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL / SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR \ ° \ FROM PHASE D / SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH 1 1 / THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR GREATER SHALL BE INSTALLED. 1 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO 1 a / CONSTRUCTION. 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO FACILITIES. PHASE D STORM BY 1 1 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES UNLESS OTHERWISE NOTED. SEPARATE PLANS 1 \ // / 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS OTHERWISE NOTED. Uj 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS Z OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. O 1 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. CO V ° 1 \ TRACT D 11.,o / CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 \\ 1 1 \ 129493 SF �s%poo UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS > Z \\ 1 1 \ 6': ENCOUNTERED.// — K12. ALL POTABLE WATER SERVICES SHALL BE 3 4" TYPE Q J COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON CO 0. DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE pO / UNDER LOCATE DRIVEWAYS OR WITHIN THE ES DEWALKS.ND SHALL NOT BE LOCATED END OF IMPROVEMENTS ON 1 \� / / / �' 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K U. / A /SANITARY LINE WITH PHASE D. COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON EX. 24" PRPA WATERLINE / ° � ' � Z J REST OF SANITARY LINE TO BE 1 \ /� ,�" / DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE BUILT WITH INFRASTRUCTURE.` LOCATED WITHIN THE UNDER DRIVEWAYS ORESIDEWALKS.AND SHALL NOT BE LOCATED F_ /\ /� 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED EX. ELCO 12" WATERLINE / �' / IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. Z W EX. METER PIT TO / / / / // LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM O co \ \ \ 8 TEMP FES FOR FUTURE BE RELOCATED THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER Q STORM EXTENSION / " / PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED EX. ELECTRIC // / / / / AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. \ \ / � / y / 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE Q_ o OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. PROP. STORM \ \ s��R \ \ / GF MAINTENANCE CONSISTS OF SNOWPLOWING OFF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23 ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE EX. TELEPHONE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. EX/ 2" HDPE ,WATER SERVICE \ \ \ \ PROP. 12" \\ \ \\ \\ SANITARY / \ (SS-2H) / / /y / PROP. 2" HDPE PRIVATE WATER SERVICE ly a o _ TST, INC. CONSULTING ENGINEERS \ \ 74 Way Suite8 Whalers 200 Fort Collins Colorado 80525 Phone: 970.226.0557 0 0 <. . roe No. 1230.0009.00 o 0 0 ° SCALE 1 pl 30' 9v TE 30 0 30 60 DA JANUARY 29, 2025 1"=30, SHEET � /� scale feet eT2 26 of 79 SEE SHEET 7 ° I m EX. TELEPHONE da ° EX. 24" PRPA WATERLINE G . 0 PROP 15' UE I I Z it U 5;LU 0 EX. ELCO 12" WATERLINE 4 d EX. ELECTRIC / III d I <d 5 ° ° Q KEY MAP d a eF ���P�1 � � \ ` N.T.S. o W Q, ti ° ° I. d N d° \° — — — — — — ` — — — — I ° I a d I / END OF PROP. DRAWN ° d a SANITARY LINE BRB a �° / a ° °a ° °d ° CHECKED a ri — — — --- DAP d = —- ` DESIGNED W 12" sT0 g d — — BRB ° a ° °dI W 'OR a ° M SS_2N °d F' ° a : a / d I° 12 STO ILENAME I 1°1 d CC ss_2L' i 0009—UTILITY—Infra °d /\ a vO On I g s I _ _ / _ NOTES ovvs�''' '' JP� - ° PQ �� F 4, 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED \ 41 d ° WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED ° \ a m — ° a a ♦a a d I ° • d ° a e I 2 0 d AND/OR APPROVED BY ELCO. S ...••. d J a ALL NON POTABLE WATER MAINS SHALL BE CLASS 150, C � �0 I a DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS a ° a 'a. OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. ° m. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET .. h �°. laa d \ TION BETWEEN WATER AND SEWER MAIN HORIZONTAL SEPARA a LINES AND SERVICES. \\ 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL \ ° I SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR d ° / SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. PROP. 2 HDPE ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR g a I a / PROP. STORM PRIVATE WATER SERVICE GREATER SHALL BE INSTALLED. ° \ " I a I° / 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE —\ L — — — AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO aq I — - - - d \ p ° I / CONSTRUCTION. 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO d ° 1 d la o a ° a l I FACILITIES. I a 2x48" STORMd I �\ 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES UNLESS OTHERWISE NOTED.8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS W OTHERWISE NOTED. " ST-05 ° \ 9. SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE O e'. PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. 10. ALL MANHOLES SHALL BE AIR T1GHT AND VACUUM TESTED IN CO V ACCORDANCE WITH DISTRICT REQUIREMENTS. PROP. ROW ° �S d° ° (WIDTH VARIES) ° \\ oQ, �\ I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 � � Z -1 °°' / o I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q I ° �Q1 \ ENCOUNTERED. J / 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K CO 0. COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON A. aaa DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE OUTLET STRUCTURE AN // a ° I I LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED Cn a._ d 1 I I UNDER DRIVEWAYS OR SIDEWALKS. �D a' d a a ° � ° � °d ° STORM BUILT WITH a a / 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K Q Z J PHASE D CORE SET TO d —i °I :• 4,' ° COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON > ° ° d BE RELOCATED / a � 4 d , tl ° 1 I I I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE / I LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED Q Q I ' 1 UNDER DRIVEWAYS OR SIDEWALKS. LOT 5 2, . 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED Z W ° a IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. CI) 0 f II LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM Q LOT 4 m I° r a — h I THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER A .4—' d ° I °: ) _ �� I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED I \ \ AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. a ° a I° 4 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE LOT 3 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, / REPAIRING REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE a a I LOT 2 REMOVE AND \ \ WITHIN THE EASEMENT. ° a ° d do \ \ REUSE HYDRANT $° a I Q 4- a LOT 1 � \ 4 1 14 ° i I Ia i ° d a ° I I � 00. 4 d° I I \ \\ \ I °° n d. PROP. DE, UE / (WIDTH VARIES) d � ° d IF I °d° ° \ \ \ � TST, INC. V � =a I I � CONSULIING ENGINEERS \ 748 Whalers Way i \ Suite 200 Fort Collins 1 N I I I Colorado 80525 1 I I I Phone: 970.226.0557 Z JOB NO. 4- I I a° o 1230.0009.00 �P LOT 3�p ,I I I 15.00 ' _ U.E. ° Z I I SCALE 1" — 30' TE LOT 2 I a l I I 30 0 30 60 DA JANUARY 29, 2025 d I I I scale 1"=30' feet SHEET LOT 1 SEE SHEET 28 27 of 79 SEE SHEET 27 0 I A z �aa a JP LOT 3 �p 15.00' r I I Z U.E. I z I 0 LOT 2 Ir 1I I o I I I v—, w 5;LOT 1 I I I w � I I RELOCATE EX. FIRE HYDRANT 10 L.F. TO THE WEST I I I Ir I' LOT 4LU KEY MAP I I LOT 5 I � I N.T.S. pmi I DRAWN LOT 6 I I I I BRB PROP. DE, UE CHECKED (WIDTH VARIES) ~I DAP LOT 7 PROP. I PROP. DESIGNED 1 I 115' UE BRB 5' UE I I FILENAME LOT 8 �i I I 0009—UTILITY—Infra I a I I NOTES p,DO L/c .. L ° I / PROP. 2" HDPE 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED PRIVATE WATER WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED G P c�"� • SERVICE AND/OR APPROVED BY ELCO. I 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 Q O� I BURIED WITH 5 TO 6 FEET OF COVER UNLESS O� •• G�I ° °a °° ° ° a I INTERIM OUTLET � DR18 PVC, � S ...... � OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. /ONAL I STORM PIPE AND // 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET ST-06 HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN 30" STORM / LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL II SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR ° SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH TRACT KK g _ _ _ _ _ _ _ _ _ _ _ _ _ THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. 40510 SF FINAL ELECTRIC LINE I ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR ROUTING TO BE ° GREATER SHALL BE INSTALLED. COORDINATED WITH 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE LIGHT & POWER AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ° I CONSTRUCTION. 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO I I FACILITIES. a° 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES PROP. 84' ROW UNLESS OTHERWISE NOTED. ° 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS w I OTHERWISE NOTED. U j 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE Z PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. w ° $ 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN O ACCORDANCE WITH DISTRICT REQUIREMENTS. 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' CO CONTRACTOR TO COORDINATE UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS D Z a �< FINAL POINT OF CONNECTION ENCOUNTERED. w ° I I 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE—KCOPP — DUUALEPITS N A SINGLE METER UNLESS OTHERWISE (NOTED T AND 1 METER PITS SHALLBE CO 0. a — — AlON LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED Q w \ UNDER DRIVEWAYS OR SIDEWALKS. >.. a J 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K �M I COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON U. DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE Q Z J w a ° LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED > UNDER DRIVEWAYS OR SIDEWALKS. Q 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. Z LLJ w I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM O Uj ° THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q a AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 1 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. \ MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED EX. 24" PRPA WATERLINE I �' I \_ _ — — — — — — — 1 SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO ! THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE TRACT F I OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE 186198 SF — — WITHIN THE EASEMENT. EX. ELCO 12" WATERLINE \ I _\ w ° \ EX. TELEPHONE EX. ELECTRIC as I w I I PROP. I --, TST, INC. PROP. ( „" 115' UE CONSULTING ENGINEERS 15' UE I _L —I 748 Whalers Way w Suite 200 Fort Collins ° I Colorado 80525 Phone: 970.226.0557 I I I JOB NO. I � � I � 'a I 1230.0009.00 w °Po \ SCALE I1" = 30' ° m \ DATE w, \ 30 0 30 60 JANUARY 29, 2025 scale 1"=30' feet SHEET 28 of 79 \ I II I I I o C \ ._, � ,gyp• "�,.y` �l \\ / � � \ I �� I I Ld Y I- � \ y„>•• .S. .{•r , ,n ••�+ \ �i` \\ / / / � 1 ICI I \ Q c r•- \. / :..f. // s . • - \ \/ / / / / \ \ I I DRAWN BRB , F \ \\ / ti `•'!.\\/ \ / / / / I I \ CHECKED ,�^:•'�: :;�� /\ \ ,.;,:" \ � � � � I DAP �• • \ \ \ /� \ i.i4 \i / \ \ DESIGNED x < \ \ KEY MAP BRB Y ✓' \ \ / \'r / w x,__ t.e�:: I I \ I N•T.S. FILENAME O /\ /• .' I \ I Y I I 0009— ire Hydrant PlanJnfra ,:_ �' � ��-:•.: y. .r-' I Pp0 LAC,. \ /'� :� _� i- .- fir' .:{t I '^ �•••••••• ,Z�oz \ � ..:: .' .• :., '-. / � ,•1,. �• \ .tom I • � �. `F. • �:\ / /• _ _. rah .• ... �� \ ` \ { \ t �/ \"' / /%� � 't`'"%/ '�:` \\� \ opt ✓ I .' :,• • / /' 4J `\` � 1 r / ,fie..-• .iY: \\ \ �'f p� I I / \\ \ / ♦ .Y,yi \ :� /� � ♦„*- \`\'•f \ \ ,• I ,;• I III/ , _ w N, LEGEND LU VJ r. , a III , `. V _ •.- \ 4 i r i` a / ,;:�r.' / ::.., ; �'.-.: ;:.,• : . . - ,:. J - it � .� � LL LU LU / \ / v REPRESENTS FIRE HYDRANT c COVERAGE RADIUS OF 400 FT v„ : :S. : \ / \ `�. •� -_ '� � � � HYDRANT LOCATION 0 0 (:�o 2 + , O w r• d / �� •r d — \ .. EMERGENCY cn CS' \ . ` ', / \ \.• .•,::' {. :;_� ,,' \ , ,;' \ \ PERSONNEL EQUIPMENT WALKWAYS I \ a TST INC. 4-1 :;_ � al I "! / "/ P �.,." I CONSULTING ENGINEERS 1. ' :� /"' ' P \ I 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 rn JOB NO 1230.0009.00 Y.:. �. + ' I i / l_ y /� \\ f / r: \ / // =•� lt`� I / SCALE 80'— • , •;.' I \ // I DATE _ ;j �✓ I O �` <\ \ =� I 80 0 80 160 JANUARY 29, 2025 \\ _ o ,L / scale 1 =80 feet SHEET 29 of 79 Y .y . ti.. ,. y / / L / ~C •y., / •t. Z k .y v •r. 0 I I / I (n Ljj Z I I k' / \ / LL LLI /y DRAWN BRB ,.;:. 4.,/ I // \ O mot: �\ \ I ' , .,• I \ / \ (n •/•/ � - I / ':•. �\ ,•� \ .3: o I / I CHECKED DAP Y \ \ \ I I I KEY MAP DESIGNED BRB �'• -• •\/ (�• � / P. / I K.. :�:} I I FILENAME / N.T.S. 0009-ire Hydrant PIanJnfra fit 05 I N I LEGEND w \ A N . T. S. � \ I I U) a. \ \ I I ` s„ Y- .?TI .=1:=Y_.• Iy .t.• .L�f.:;t'i:::.: :. .� h Y I O I I / \ v) Cf) OC \ I I \ / / �� ► I I \ LL LU Z W cr LL \ \ I I I REPRESENTS FIRE HYDRANT o \ I I \ I I P COVERAGE RADIUS OF 400 FT ° \ \ \ ICI \ \`i, \ ` � - - 1z — J— II HYDRANT LOCATION \ Icn — - - - 0) EMERGENCY \ I I \ I I N \ \ \ ICI \ / I I a PERSONNEL/EQUIPMENT a� WALKWAYS 41 Cn \ � I I � I I \ \ I n I \ / I TST. INC. � I CON 48L Whaler aleNGINEERS sWay t \ I I I I I Suite 200 Fort Collins Colorado 80525 (n I — — Phone: 970.226.0557 Cn Joe No. 1230.0009.00 LL- \ \ I II I SCALE 1" = 80' LO 1-1 \ \ I`n I I V I I DATE O I I I 80 0 80 160 JANUARY 29, 2025 I % \ I I I I I I scale 1"=80' feet SHEET PO C14 \ , \ � , I � Ii I 30 of 79 Y SS-1A SS-1B SS-2H Z _ cn o- � / z O 0 SSMH — 2AA U) o STA. 10+00 w '0 1 Xoo END OF IMPROVEMENTS _ FROM PHASE D w Xoo 105 LF 18 CASING KEY MAP UNDER N. GIDDINGS RD N.T.S. •SSMH 2HA • \•' . m SSMH 2HC :/ �- SSW 2HD LLI m Q S STA. 14+82.08Ld - STA. 16+01.92 DRAWN v I BRB cn PLUG-1 A cn = N PLUG-1 B _ cn EX. SSMH 5EA ° STA. 10+50.38 °_ STA. 10+00 N STA. 10+45.94 12+0° _ SSMH 2HB +5o SS-1A 10+00 SEWERS _ aC. SSMH — 2HE\ " STA. 13+67.96 I \ �— CHECKED . a. 12" SEWER, — 10+00 SS-1B 10+46 DAP EX. SSMH�5EA — s+oo _ ,_ 15+00 � 1 STA. 17+30.44 ' DESIGNED 3+0 _ ��,a • BRB STA. 10+ ° 4 0 _ FILENAME 1 ,- _ 0009—SANITARY—Infra D L/. C a' P vim;•� Q�p`� G �0 S��••At- NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT—OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') ALONG THE LENGTH OF THE PIPE IS REQUIRED. GROUNDWATER CUT—OFF—WALLS SHALL BE (n CONSTRUCTED WITHIN FIVE FEET (5') W UPSTREAM OF EVERY MANHOLE. THE CUT—OFF J WALL SHALL EXTEND INTO THE NATIVE — MATERIAL A MINIMUM OF 12 INCHES (12") AND W U. EXTEND AROUND THE FULL CIRCUMFERENCE OF THE PIPE AT A MINIMUM AND HAVE A MINIMUM Z O WIDTH OF TWELVE INCHES (12"). SEE SHEET Z cr 72 FOR DETAILS. U od — cc Z 5010 5010 Q (n J LSS-2Wa U r 5015 5015 5015 5015 5005 J � PROPOSED - 5005 Q Z W - vv_ v w ii GRADE - LU EXISTING EXISTING. M z GRADE GRADE -— — _ — CIO 5010 - _ 5010 5010 5010 5000 H PROPOSED EXISTING 11 GRADE a GRADE � CN co Ld _ C W I-_ O PROPOSED m � � m 5005 GRADE 5005 5005 5005 4995 w II N 4995 Lo Q_ Z 0_� - a - 119.84 L.F. 128.52 L.F. - CIO 171.97 L.F. 114.12 L.F. S=0.22% S=0.22% - 5000 5000 5000 5000 4990 t 195.99 22%F. S=0.22% S-0.22% _ 12" PVC - 12" PVC 12 PVC 12 PVC / 4990 12 PVC - - -- END OF IMPROVEMENTS - -50.38 L.F. - 1 T45.94 L.F. FROM PHASE D 105 LF 18" 4995 - S=0.227. 4995 4995 I S=0.227. 4995 4985 - CASING 4985 12" PVC 12" PVC UNDER N. GIDDINGS RD 4990 0— 4990 4990 4990 4980 - 4980 ,n_ V) - z 3 -(n z z cwn z .. W v W u W v w C00 00 cD cD cD 00 CD co CD '� n co g, O 0! ,B, � ,�, O O ,� � -_00 O) LO 00 ao ¢ 0 N n to ¢ 0 N PO PO cD dam- LO r: r; rn - co ao co r ao m 00 °'00 rn o °' rn d- o 00 mi TST, INC. N- 0) O O O O O O O O N 00 00 00 O CO 00 0) O t\ 000 d- 0 � 00 (D N r 00 ( ^ CD 4985 "�,�� c . rn rn rn 4985 4985 rn rn 0) ,� 4985 4975 ¢ rn rn ¢ 0) . rn CO rn 0 rn o rn 0) w 4975 CONSULTING ENGINEERS OOi O ' � oO � � d O ¢ ON 't � 2U) 2tzN � 2C*I4 � m � 0 � 20N 748 Whalers Wa U)� I o0 I o0 � N 00 II N Q,O II C*4 II N � o II N 0o II N ,�o II y ¢+* _ +0 II II II = +� II II II m+�. +O II II + II + 0 II + 0 II �- II + Suite 200 Fort Collins �O � LO O � O �O I OD 80525 �� II N II Z Z Z V) Z Z O Z Z Z Z Z I II O Z I O I O I O I O hone: 970.220557 N II — _ II — _ II — _ II Z— _ II 6. Colorado JI—> X I¢—� » > X � » > -JH� H 7 1 7 � N � » N � » N � » N JOB N0. aNz wNwzzz wN � zzz -a�z � � � ZZ Z NN � z z N �� z z � � � z z � N � z z NN� z 1230.0009.00 4980 I 4980 4980 -1-1 4980 4970 - 4970 11+50 11+00 10+00 9+50 9+50 10+00 11+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SCALEH:1"=50' V: 1"=5' DATE ANUARY 29, 2025 50 0 50 100 SHEET scale HORIZ: 1"=50' feet �� 0f �� VERT: 1"=5' WL-02 WL-01 z 0 z it o 0 WL-03 U' w s w o Ld / Ld coZ_ NJ �f ° / , w 16 W .% w 4 LF 8" PVC REMOVE AND STA. 10+40.36 1. " 1. 5• BEND � _ STA. 12+99.41 Q RELOCATE FH 55.14 LF 8" PVC 8" 450 BEND STA. 12+83.51 HYDRANT LF " P - " 4 8 VC " 8 22 D - -8"x6" REDUCER . 6 AND REDUCER 15 LF 8 PVC KEY MAP 41 LF 8 PVC - TIE TO PHASE D N.T.S. • c 0 2 �� m a . 8". T. T c TA 11+92 52 1" +"3 _ -- I o ° ' S 8 x6 TEE � rTA n, a. HYDRANT — � MAPLE HILL DR. -6" GTV SE � • ' •° ` ' • " a •1 'a .: � : ooa — — � �� � DRAWN 03 Fi zk/ , \ NOTES. BRB FLINT HILL DR. 1-8"X6" REDUCER " f WL-o2lo+00 26 LF 8" PVC \ CHECKED 10+00 WL-01 11+00 WL-01 STA. 10+40.00 STA. 10+00.00 ��+o STA. 11+61.03 HYDRANT g"xg" TEE TIE T EX. WATERLINE o �er� " DAP 1-8"x6" REDUCER " Xo 8 22.5 BEND 1 . NO TREE(S) SHALL BE LOCATED 0 2-8 GTV (NE)(NW) _ �F,~ 1° WITHIN 10 FEET OF ELCO UTILITIES. DESIGNED STA. 11+36.63 Q' BRB I N I STA. 11+36.63 JP A° -8"x8" TEE 39.25 LF 8" PVC �P m z 2. CONTRACTOR SHALL MAINTAIN A FILENAME 2-8" GTV NE NW o� 0009-Water P&P-Infra C )C ) STA. 11+19.82 MINIMUM OF 10-FEET HORIZONTAL STA. 10+00.00 8"x12" CROSS AND 18" VERTICAL SEPARATION i o e� ',N , 1_12"" GTV (N) BETWEEN WATER AND SEWER MAIN em- m11 DOL/cr J ST-01 2 8 GTV CE)CW) LINES AND SERVICES.p _ I IF = o =a 3. ALL EXISTING UTILITY LOCATIONS o z SHOWN ARE APPROXIMATE. QF-��o�o o •� l+ I 7. LOCATION AND ELEVATION MUST BE �o� s ..••..���� VERIFIED BY THE CONTRACTOR AT TONAL LEAST 7 DAYS PRIOR TO CONSTRUCTION. ENGINEER MUST BE NOTIFIED IN WRITING OF ANY REQUIRED DESIGN CHANGES. 4. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. WATERMAIN JOINT RESTRAINTS W C0 �= L Z ccW PLUG VALVE O D J — � U LL - � O Ly Im 5015 5015 5010 5010 REDUCER TEE EXISTING �' �- N PROPOSED PROPOSED _ GRADE c� —GRADE 5010 GRADE - LL � 5010 5015 5015 5005 J o_W 0 5005 L Q w w LO BENDS J i II w L0 EXISTING — N / \ w z w z GRADE LENGTH OF RESTRAINED PIPE Q Q EXISTING Fcc 5005 _ 0)" / 5005 5010 _ GRADE 5010 _ 5000 8" PVC - `" "- - - - - -- 5000 _ PIPE SIZE 8" 12" Z W II - _t W 0 $ PVC W co FITTING L L O C0 F_ cv z_ $a PVC PROPOSED ARV N/A N/A Q Q GRADE � 90° HORIZ. BEND 1 g' 25' 5000 1 5000 5005 5005 4995 4995 45° HORIZ. BEND 8' 11' 0. 22 1/2° HORIZ. BEN 4' 5' 11 1/4° HORIZ. BEND 2' 3' in REDUCER TO 4" 43' 74' 4995 4995 1 5000 5000 4990 — 4990 REDUCER TO 6" 25 62' REDUCER TO 8" N/A 45' Z .. ^ - z _ z Z z fN Z Z REDUCER TO 10" 24' 25' z_ Z Z z W z _ w z Of w Z m m m m m TEE-RUN 60' 85' m- m m m ^ z ^ �-. oD L in � U�� in L ~ TEE-BRANCH 60' 85' 4990 o QM c0 N c0 w cv 4990 4995 w 4995 4985 ¢ d' w -� N •- N co N-cv z -M •- 4985 O 3 rn -c0 rn n No b cp 0 b � 0p Z �n Q v �M O A In-M � —O co o0 �- O N.�W-0 co N co N d Q , o d- o rn rn 0 (0.. � � � r7 � ,,� � °� d • ,� c� r� N PLUG/FH 60 85 co . x cV O x O M X -O cV r� 0) X OXN � c + tea + � � ^ pa -M000 O oOGO OWNO000 * Q) A LnaiA � � � OAR � o0x -CO o0a G�OQia Ow00 C) � � 0m0000 —O ± O O O t9 OO � oO � O � 000 � 000 t9 -gym NOON + O GO O rn 0 a� 00 O C9 +2 O O O + + O O GO + + C9 + 00 +2 0� _ u7 _ M N O N - ~ � ~ D_ 00 0 0 0=00 O IV a N IV d N N.04 r N d ^j a �WHO �-HO HO � p � ± 00 I H Q 00_ Q _1__ U0tO - 4985 In � �`'-In � �' In � �°'_ tea- O o o I �w-m o o i -va~i o ==N o = � o �-N o ==v~ai o = i N =vgi � = N o-- X: a NOTES: In 0 = N 4985 4990 0- = N 4990 4980 F-tn _ - In 4980 1. RESTRAINTS SHALL BE PLACED ON 9+50 10+00 11+00 12+00 12+50 11+00 10+00 9+50 9+00 10+00 11+00 12+00 13+00 13+50 JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. TST, INC. 3. LENGTH OF RESTRAINED PIPE MEASURED CONSULTING ENGINEERS EACH WAY FROM VALVES AND BENDS. Suite 200 Fort Collins 4. SINCE VALVES ARE CLOSE-ABLE, THEY Colorado 80525557 ARE CONSIDERED A PLUG/DEAD END Phone: 970.2260 557 APPLICATION. JOB NO. 1230.0009.00 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 150 PSI TESTING PRESSURE. SCALE H:1"=50' V: 1"=5' DATE ANUARY 29, 2025 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 32 of 79 VERT: 1"=5' WL-05 Z 0 WL-04 z O 0 (n w WL-06 w dT LU � � KEY MAP 6 � .\ \ N.T.S. s m STA. 10+00.00 . A DRAWN ` REMOVE 8 PLUG & NOTES: BRB F: TIE TO EX. WATERLINE CHECKED 37 LF 8" PVC 1 . NO TREE(S) SHALL BE LOCATED DAP 10+00 WITHIN 10 FEET OF ELCO UTILITIES. DESIGNED BRB r -05 STA. 10+27.76 2. CON TRACTOR SHALL M AI N TAI N A FILENAME /- „ ._' MIDDLE FARM WAY HYDRANT 0009—Water P&P—Infra STA. 10+11.45 10+00 \ ` > » » MINIMUM OF 10-FEET HORIZONTAL 8"x6" TEE STA. 10+00.00 m 1-8 X6 REDUCER AND 18" VERTICAL SEPARATION 1-6" GTV (SE) HYDRANT = BETWEEN WATER AND SEWER MAIN ;?�p,DO L/c LINES AND SERVICES. oo`p•�0� .1P,� 3. ALL EXISTING UTILITY LOCATIONS Q SHOWN ARE APPROXIMATE. QF- Fps �o• �,� LOCATION AND ELEVATION MUST BE s .,,,..••��� VERIFIED BY THE CONTRACTOR AT /ONAt- o LEAST 7 DAYS PRIOR TO CONSTRUCTION. ENGINEER MUST BE NOTIFIED IN WRITING OF ANY REQUIRED DESIGN CHANGES. 4. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. WATERMAIN JOINT RESTRAINTS W C0 �L L Z ccW PLUG VALVE O D J — � U LL - � O �L� REDUCER TEE Co � a z 5010 5010 L Q BENDS z J LENGTH OF RESTRAINED PIPE Q Q 5010 5010 5005 5005 PIPE SIZE 8" 12" cc Z W W PROPOSED w-' _�I . GRADE O FITTING L L C PROPOSED s ARV N/A N/A Q Q GRADE EXISl1NG 90° HORIZ. BEND 18' 25' 5005 5005 5000 GRADE 5000 45° HORIZ. BEND 8' 11' EXISTING 22 1/2° HORIZ. BEN 4' 5' GRADE $" PVC' 11 1/4° HORIZ. BEND 2' 3' REDUCER TO 4" 43' 74' 5000 5000 4995 4995 REDUCER TO 6" 25' 62' REDUCER TO 8" N/A 45' Z REDUCER TO 10" 24' 25' W W TEE-RUN 60' 85' �- Z TEE-BRANCH 60' 85' 4995 LO w o Z 4995 4990 0 ^¢ 4990 o io v-6o ^ PLUG/FH 60' 85' Of + _ 0 0 N CD � cl� �� �(LNOTES:o o cc �0 - a —Qo — 4990 cn 0 _ 1 a 4990 4985 - N F a — 4985 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL 10+50 10+00 9+50 9+50 10+00 11+00 FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED TS INC. EACH WAY FROM VALVES AND BENDS. CONSULTINN G ENGINEERS 748 Whalers Way 4. SINCE VALVES ARE CLOSE—ABLE, THEY Suite 200 Fort Collins ARE CONSIDERED A PLUG/DEAD END Colorado 80525 APPLICATION. Phone: 970.226.0557 5. MIN 5.0' GROUND COVER READ. JOB N0. 1230.0009.00 6. ASSUMES 150 PSI TESTING PRESSURE. SCALE H:1"=50' V: 1"=5' DATE ANUARY 29, 2025 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 33 of 79 VERT: 1"=5' 11 WL-05 Z 0 WL-04 z it O � w WL—06 w o' LU KEY MAP N.T.S. NOTES: DRAWN CHECKED 1 . NO TREE(S) SHALL BE LOCATED DAP WITHIN 10 FEET OF ELCO UTILITIES. a DESIGNED EX. 16 WATERLINE WATERLINE 2 WATERLINE Ex 1s Ex 16 CONTRACTOR SHALL MAINTAIN A ' . � ' WA WATERLINE � FILENAME 3 3 LOWERING 1' MINIMUM OF 10—FEET HORIZONTAL GIDDINGS ' ' - .. 0009 Water P&P Infra M. M, M GIDDINGS LOWERING 3 » — — M — L� M A . M „ 0+57 M M . M :° R 10+00_16 =1 A; r�i _ GIDDINGS LOWERING 2 10+00 10+38 NGS LOWERING 4 — — BETWEEN WATER AA DE SEWERIOMAIN — �10+'00 10+50 M - �l1 ��-16 ATER� � - � GI-10M 10+00 10+38 p0 L/ 24 TER Ex. 24" 24 LINES AND SERVICES. �P,,,,,,c WATERLIRE INE WATERLINE WATERLINE WATERLINE 3. ALL EXISTING UTILITY LOCATIONS v�'��'` QQ�ci SHOWN ARE APPROXIMATE. • p��G G�S� • s d LOCATION AND ELEVATION MUST BE - _ m s - — VERIFIED BY THE CONTRACTOR T •....• c, _ •° = °' ° • ER ED E RA R A :. . OR TO NAL LEAST 7 DAYS PRIOR � MUST BE e • CONSTRUCTION. ENGINEER MU 4 a NOTIFIED IN WRITING OF ANY REQUIRED DESIGN CHANGES. 4. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. WATERMAIN JOINT RESTRAINTS �L L L W Cl� PLUG VALVE � � W O � J - U � � � O 5010 5010 5010 5010 5005 5005 5005 5005 REDUCER TEE Q (_II lI 111V S- LOW IRI G-1:= (_11 11 lI1V(:` 1 ( 1W1- Klly (_11 11 lI1V(:` 1 ( 1WF- K11� _ (Ni )I )ITV( — ING-4 C0 OdVIVV 11 \ VIVV 11 \\/V `V �� 1 ♦11 VIVV 11 • V V V •� '1 ♦11 VIVV 11 \ - 1 - EXISTING II II PROPOSED — GRADE— -PROPOSED- PROPOSED EXISTING GRADE - GRADE EXISTING GRADE GRADE LLL 5005 - 5005 5005 5005 5000 GRADE 5000 5000 5000 BENDS z Q z - - - - GRADE EXISTING LENGTH OF RESTRAINED PIPE EXISTING GRADE PIPE SIZE 8" 12" 5000 5000 - 5000 5000 4995 4995 4995 4995 FITTING L L z W W ARV N/A N/A O C0 F_ 18' - _ 45° HORIZ. BEND 8' 11' 4995 4995 4995 4995 4990 - 4990 4990 - 4990 22 1 2° HORIZ. BEN 5' 4 0 III N_ 11 1/4° HORIZ. BEND 2 3' M in � REDUCER TO 4 d- _ II N REDUCER TO 6 25 62 o II 4990 4990 4990 - - 4990 4985 4985 4985 -o - — 4985 N A co z REDUCER TO 8 / 45 m - I — I � > REDUCER TO 10 24 25' O1 � � - -N rn o o- p p_ p - p 0-- o o TEE-RUN 60' 85' z - z _ p Z z z— z cn d- Z z— Z Z— z — z z-- Z z z w - w w w W_ w ii w w W w w - w w - w w W TEE-BRANCH 60' 85' m m � > m m m_ m 00 to m- m m 0) m m m m m_- m m m 4985 — - 0) z 0) 0 ''� d- r� . > � m — c0 LO m0 � 'i . ma, • � '`� . mM . � � . , -moo • c0 � . - � 0 rn �n . ^ . � . r o PLUG FH t� 0 m O m 4985 4985 ^ r� ?o m 'n— 4985 4980 m m L. m m °' 4980 4980 N d- �n m m m 4980 / 60 85 � qj �-NNd' N d._ �[i �._ ice — 0� N �_ I� � � � � .d. � � c0 � tO �_ � �. � � rn � U) 0 � 0 00 N0 00 � 0 � 0 00 �`� 0 � 0 00 In MO) Imp) 00 � _ 0a � 0:< '' 0x LO0fi 0a) � Oc d 0a - Oa 00s 00t � 0e �`� 0a O0) 00)A M0A M0c + d' t0_ + t0 + tp + 1 + � — + + d- + t0 + t0 + t0 + d t0 + �t + + d'=+ d —O O O O O N O N — O N O N O O �— O O O N O N O C4p N II �� III II III III III III III III III III III p II II NOTES: Qaw_a (LW ¢ aar ¢ ate ¢ moo` ¢ o_ w _ ¢ ate do_ x aa � ¢ a � dax ¢ ao: ¢ a � Qa �¢ a �_Qax 1. RESTRAINTS SHALL BE PLACED ON � o � o L — -U) ro I I- o ; o 9 � o � o � o I- o � o 4980 Cn Cn — ~ �-� ~ � 4980 _ 4980 N ~ � N ~ � - N ~ ~ � 4980 4975 U) (n U) N ~ � 4975 4975 N ~ � N ~ �N ~ � N � � 4975 FETTINGS T ADDILOCATION IONAL�ENGTH OF 9+50 10+00 11+00 +50 10+00 11+00 9 50 10+00 11+00 9 50 10+00 11+00 RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED TST, INC. EACH WAY FROM VALVES AND BENDS. CONSULTING ENGINEERS 4. SINCE VALVES ARE CLOSE-ABLE, THEY 748 Whalers Way ARE CONSIDERED A PLUG/DEAD END Suite 200 Fort Collins APPLICATION. Colorado 80525 Phone: 970.226.0557 5. MIN 5.0' GROUND COVER READ. JOB NO. 6. ASSUMES 150 PSI TESTING PRESSURE. 1230.0009.00 SCALE Z H:1"=50' V: 1"=5' DATE ANUARY 29, 2025 50 0 50 100 SHEET scale HORIZ: 1"=50' feet �� Of �� VERT: 1"=5' ST-01 ST-02 ST-03 Z 0 z it O U) (n w w LLI D r, ° c _ DOS 0) f e. Y J _ 7 DRAWN sl� ;. '. .. , •, � nn __ ODD � :�. , �_ / a BRB ° ° A .D -5005 — — - H Q/ �j 000 — - CHECKED ° 'Y - - - - / 5 FES-2A - - -- FES-3A DAP 1 -,- STA. 10+00' , - _ FES-36- / O 50C �, 5000 '�_ -�i k 1� )00 Epp i� �0� STA. 1 0+00 T—i DESIGNED D. STA. 10+00 T o , 01 a -ram ST-02 ' ��> - ° - r STA. 11+06.60 � BRB / 4 1 1 ' _ KEY MAP FILENAME to+oo 5p0 11+0o 0 L-50oo 00 09_Storm_Infra c FES-2B — S000,� N . T. S. 5 x3 TYPE VLF Jy�-� FES 5005� L — 5005 STA. 12+41.69 _y S0� - RIPRAP PAD �� +5000 �� �' QQO L/ STA. 11+51.14 / 36'x18' TYPE VL _ -1-` z 3., ,,e e e e e , y �P V •C � � L� 11 x13 TYPE o_ .• — i RIPRAP PAD - _ ��� — — _ RIPRAP PAD ;' T- ,E ,�- ,� — RIPRAP PAD W o_ �o`p�• RE 5005 -I— •I � _� I E I- _ -—I—E I -- APP005 E qD � I E G� � s /- 5010- — - 1= - 5005 .5005� I I I I I I I I I I I I I I I I I I II I ``E \ / I I I III i t �Q •NALKI AA • G NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE, A LOCKING LID IS Uj REQUIRED. (n 4. FOR STORM WITH FUTURE STUB THE 100-YEAR Z D J HGL IS BASED ON FUTURE RUNOFF FROM FUTURE O PHASES. CO C U. O o F- a. C � a od Cl) CC Z a `` a � Z J Q Q � 5015 5015 5015 5015 �- Z W 100-YEAR = - 5010 HGL PROPOSED 5010 5010 5010 5010 5010 = 00 GRADE -100-YEAR EXISTING = HGL GRADE- -_ PROPOSED - GRADE 5005 Hot - - - 5005 5005 5005 5005 100 HGL 5005 HGL _ _ PROPOSED �y � - GRADE at 1`�Hq 151.14 L.F. 5000 S=0.20% 5000 5000 - 241.69 L.F. 5000 5000 - 5000 2x48" RCP S=0.20% (PRIVATE) _ _ 2x48" RCPI - - - _ _ - - - - (PRIVATE) - \ EXISTING EXISTING 106.60 L.F. 4995 - 4995 4995 GRADE 4995 4995 4995 S=0.20% to DEPTH OF WATER - 3x42" RCP - DEPENDANT ON TIMING OF - (PRIVATE) ac M- �, INFRASTRUCTURE PLANS -00 Q � co 00 O �n- It 4990 00 o__ 0 4990 4990 ^ ^ 4990 4990 4990 +� `� +0) +� +0) orn � _ o0) TST, INC. m N a- Q O m cV Q O m + _ a n d CONSULTING ENGINEERS II C14 M ' 748 Whalers Way- Suite 200 Fort Collins (� Q j (n Q j fn Q j w Q j 3 a_ to Q j Colorado 80525 WI- H _ WH _ WH _ WH 0 WH 4985 L` z U) N - 4985 4985 � �Z - L- N- - 4985 4985 � z 00 ~ -�'- z 498j Phone: 970.226.0557 JOB N0. 12+00 11+00 10+00 9+50 13+00 12+00 11+00 10+00 9+50 12+00 11+00 10+00 9+50 1230.0009.00 SCALE H:1"=50' V: 1"=5' TE 50 0 50 100 DA JANUARY 29, 2025 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 35 of 79 ST-04 0 f ST-05 zo 0 cn w w ST-06 w Q 0 ��;��� ��� � \ � � � � _ : a •�- III � � �� � o ` a i � � _ � I I I I , f � .I` m DRAWN BRB \ \\ \��� \ \ \ \ , t� I / , / /// 1.1 ►I I I L' I O I CHECKED DAP DESIGNED BRB \ \ \ \� \�' \ og � ` � \ ,.I � \ r J I ��� I• �. I I � FILENAME 5'x3' TYPE VL KEY MAP 0009-Storm-Infra RIPRAP PAD - \ �' r� \ P I - / ,71 I I I / r \� FES-4A Is�� \' INLET-4A (TYPEv 13 W V.G.) 00o HEADWALL-5B T ; I ; HEADWALL-5 J - 5000 \ I I - OUTLET STRUCTURE-6A Pp0 L/C STA. 10+00- STA. 10+77.30 STA. 12+00.34 .� :, I STA. 11+67.50 .•••••• i STA. 10+00 FES-6A i4` • ST-05 / STA. 10+00 4995 l 10+00 4' STO 1 - 1 \ .; ST 06 12+00 � 1+00 I 10+00 I , \ I` 2x48" S ORM 10+00 30" S RM 8 x4 TYPE VL 1 o RIPRAP PAD � � �\ 9 � 5°° 1:: �•� I �; 40 x17 TYPE M I -�I -II_II I I I TONAL RIPRAP PAD I �� 114 11 j� \ I 5000 I� a I �°° I Pl I O� 1 - � l I I •' NOTES i I I. I L. I I �� 1��1_I I i I I i 1 \ 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE, A LOCKING LID IS Uj REQUIRED. (n 4. FOR STORM WITH FUTURE STUB THE 100-YEAR Z D J HGL IS BASED ON FUTURE RUNOFF FROM FUTURE O PHASES. CO C U. 0 o F- a. C � a Old Cl) cc Z 5015 5015 5010 5010 L Q Z J Q Q � 5010 5010 5010 5010 5005 LO 5005 Z W t 1 la EXISTING 0) PROPOSED O CO -— 100-YEAR PROPOSED GRADE w GRADE PROPOSED EXISTING HGL GRADE w II- GRADE GRADE — z ff 100-YEAR CO 5005 5005 5005 5005 5000 HGL 5000 100-YEAR _ HGL IV EXISTING � - GRADE ESL 5000 5000 5000 5000 4995 4995 200.34 L.F. 77.30 L.F. S=0.20% • 167.50 L.F. S=0.50% 2x48" RCP S=0.20% 4995 24" RCP t 4995 4995 (PRIVATE) 4995 4990 30" RCP 4990 > (PUBLIC '1 o= (PRIVATE) _3^ ) 3 w 3 _ :� CID . 0) T 1 am ra I N O — Q LU O 00 w O _ _ - II ;Q4- 4990 "� rn N Lo 4990 4990 "��. . - Q t° 4990 4985 "� -_3 ll 00 4985 0 `-' ^ d' II morn EN w � wN morn O0 ~ No QO � II 0 =) QN� wda'= � � Q0) QO� QO� ~ O 3 � 11 w u -in a 3 `- II � `- II w O I ~ II o _ -T a_ ' ll o I II - w J J w i_ O N p w H� w Ich -> > H J z 4985 - w N z z V) w z 4985 4985 = z ~ ~ _ in Z 4985 4980 �'' N L` 4980 TST, INC. 9+50 10+00 11+00 11+50 12+50 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 12+50 CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' TE 50 0 50 100 DA JANUARY 29, 2025 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 36 of 79 ST-07 ST-08 ST-09 Z 0 z it O U) (n w w Soon 1 ►\ I —i \ \\ \ \\\\\ \ w�M H0 \ 0 o oo — oIt 0 o U) o LO II I \ � \5005 `So o 0 DRAWN10 � o INLET-9A (TYPE 13 V o CHECKED E1-8A (TYPE 13 COMBO) voSTA. 10+67.44 DAP \ \ s 01 I _ I STA. 10+67.48 _JJ STMH-7A �o i o - - INLET-8B (TYPE 13 COMBO) FES-9A INLET-96 (TYPE 13 V.G.) \ DESIGNED 17>1 J ES-8A o STA. 11+05.48 STA. 10+00 I STA. 11+01.44 \ BRB STA. 11+04.86 0 0 �, ST-07 0) I STA. 10+00 ST-08,, -• ST-08 \ 5'X3' TYPE VL ST-O9 ST-O9 1 FILENAME E X°° 8' STO � I - I I I _ 10+00 TO 8" STOR �' • RIPRAP PAD 10+00 1g� STO M TORIvL 1 \ \ KEY MAP 0009-Storm-Infra o ` I I 11+00 i ST���0 1 00 FES-7B 5'x3' TYPE VL - - I I - I ` 1 - . + N . T. S. \ ` I STA. 11+8 RIPRAP PAD o f - 'w \ \ ���p•KE• �' / FES-7A STA. 10+00 1 9 � � o P i I —f 1-1Loo r 15x7 TYPE VL o 0I t o RIPRAP PAD I - 9- cl, . ALo .•S LI? •�� : w�u so \ \ � r I \ I6 \ NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE, A LOCKING LID IS Uj REQUIRED. m (n 4. FOR STORM WITH FUTURE STUB THE 100-YEAR Z D J HGL IS BASED ON FUTURE RUNOFF FROM FUTURE O PHASES. CO C U. m O 5020 5020 Co � aOES Z a `` a 5015 5015 5015 5015 5015 5015 Z J Q Q EXISTING GRADE Z 1 U 5010 5010 5010 5010 5010 5010 O CO O PROPOSED Q 100-YEAR 38.00 L.F. 100-YEAR GRADE 100-YEAR HGL S=0.40% HGL-. CO HGL (SEE PROPOSED 18" RCP GRADESED NOTE 4) GRADE (PUBLIC) EXISTING 5005 5005 5005 EXISTING _ 5005 5005 GRADE 5005 GRADE _ - - - 34.00 L.F. S=0.40% "- 18" RCP 5000 - 5000 5000 5000 5000 (PUBLIC) 5000 104.86 L.F. 83.23 L.F. 67.44 L.F. - S=0.40% S=0.40% -67.48 L.F.-- 18" R % 4995 48" RCP 48" RCP 4995 4995 - S=0.40% o 0 18" RCP (PUBLIC) w v (PUBLIC) " m - 3 m 3 4995 4995 (PUBLIC) 3__ 3 4995 18 RCP 0 w' o 0 w� _� En N (PUBLIC) U � U N j v � - 0) NU) _.rN � d M d _� In Lo 00 — N 00 00 0) - � 00 LJ 00 00 C W of CD W -W 0) 4990 o °' rn o CO- 4990 4990 '� rn rn� d- 4990 4990 a; rn _ 4990 00°' t04o � II �� 00°' " ��ri � II `-' oL6 II 00 �� � II -vas II +� a +� it �- +� +� a +o u m +o � +� a + o II �- =m + o �- Q0 ^ � m � Q0 CO o,n 00 0LOD Q0 rn 0m _� � m � r- - 11 1 II Z Q ^ r II CO — 11 I Z 0 1 0 0 - 11 I Z 0 I 0 I = 1 I w u w u I w u W u TST INC. NQja� » NQ> NQ> J Q » J Q > N ¢> J Q » J Q > ' W F-Z F-- Z Z Lv ~Z W ~Z Z ~-j Z Z Z ~ J Z W ~Z Z ~ -j Z Z Z ~ J Z CONSULTING ENGINEERS 4985 U_ N- Cn U)FE- - �'' 4985 4985 � N- - cn� - i - cn G_ _ 4985 4985 U_ N- - in G_ - - - (n U_ - 4985 748 whalers way Suite 200 Fort Collins 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' TE 50 0 50 100 DA JANUARY 29, 2025 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 37 of 79 ST-10B ST-10B ST-10A ST-1OC Z 0 z it O 0 U) w w w m , DRAWN BRB / S STMH-10B. ' l ' / / / 1 / 1 / / ° tee CHECKED / / DAP .e STA. 11+93.83. - � 1 S1 �0A s DESIGNED �= STMH-10C BRB �\ o STA. 10+27 / / - G o STMH-10A o INLET-10AB (TYPE 13 V.G.) `� FES-10A ;° �� _ / _ �, � - � so '� INLET-10CA (TYPE 13 V.G.) FILENAME �I A. 11+33.19 INLET 10AA (TYPE 13 V.G.) STA. 10+34 , ;° '. STMH 10B o KEY MAP- 2� I STA. 10+00 / B s ;; STA. 10+08.16 0009_Storm_Infra STA. 10+00 sr- , J STA. 10+00 / b I — 0A sT-10 xoo STMH-10A , sT-10C' N . T. S. ST 1 ST 10 10+00 6" STO M ; ; 11+00 � 10+00, 10+00 \� a10+00 �- RIPR,a�w`%D �. �, e �' INLET-1 / 1 oR / / STA. 10+00 IN (TYPE 13 STA. 10+28.68 INLET-10A TYPE 13 T �� �•' STA. 10+75.26 G • v v. STMH 10C STA. 12+36.23 � � � / � h �° �, • Q FOB �. �� / o , FES ° s� I STA. 13+11.99 A or , r S°0s l J NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE A LOCKING LID IS REQUIRED. m CO 4. FOR STORM WITH FUTURE STUB THE 100-YEAR Z m J HGL IS BASED ON FUTURE RUNOFF FROM FUTURE O 111. PHASES. 0 LL m O cc cc F- a. C � a od Cl) CC z 5010 5010 5010 5010 5010 5010 5010 5010 L Q 42.40 L.F. 100-YEAR S 0.40% HGL (SEE 100-YEAR Q EXISTING -30 RCP NOTE 4) -_ EXISTING Q HGL (SEE GRADE _(PUBLIC) —GRADE EXISTING EXISTING 5005 PROPOSED 75.75 L.F.- 5005 5005 PROPOSED— 5005 5005 GRADE_ NOTE 4) 5005 5005 GRADE 5005 100—YEAR GRADE GRADE _ L.F. 60_64 L.F. S=0.40% 100-YEAR Z W HGL (SEE 57.93 5-0.40% 30" RCP PROPOSED HGL (SEE GRopESED NOTE 4 S=0.40% _ " CP 27.00 L.F.- - 7.00 L.F. O O ) " 30 R _ �N (PUBLIC) 28.68 L.F. NOTE 4) Q - = 30 RCP (PUBLIC) ++ S=0.40%- _ —S=0.40% S=0.40% 5000 (PUBLIC) - - 18 RCP_ _ r(PUBLIC) 18" RCP " _ 5000 5000 (PUBLIC) 18 RCP 8.16 L.F. 0. (� - 5000 5000 (PUBLIC) 5000 5000 S=0.40% 5000 - (PUBLIC) 75.26 L.F. _ 4995 _ S=0.40% 4995 4995 0 ^ 4995 4995 c0 ^ — 4995 4995 4995 36" RCP Ld LLj w 3 w� v PUBLIC) z zw zz V) zz r7 U) ZZ r7 - zz " zw" r) M co m 0) O O O 00 _ m m o 17r7 n � 't 'td' w M I� m � � � � n 0) 0) 0) I� w 00 0) a) o) � w ^ — nr- n � � w O O ,e, 0) 0) — O) - 0) 0) 0) ,g, 0) - 0) O O tp rz 0) t M O a N 0) A V) M I� I- r O — d' 0) R M f� I� I� 0) 0) 00 0) a N ^ 0) - tM O 0) 4990 " N 0) 't - °) o 0) 0) _^ C 0) 0) N r) O O 0) N 4990 4990 � 00 0) 0) 0) t 4990 4990 _� 0) 0) 4990 4990 0) 0) 4990 co r- "t N a0 0 .� d- o� in N � II — r� Mo � II _ rj Mo � II - cook d- II �0) Q o rb II �0 II �rrj II Q aD r�i II O r7 � — `f O r� � Q ao 00) Q r_ Qn m00 Un0 O Q OO CUN M m N m00 II 00 II ON II Q +d. o +0 II o -I- 0 II II -0 ) II II o + ,n II II II oD �� o + 01- 0 +0 II II II + oo o +pH O + 0 II II o + o II II o +0 00 0ln � � O r � O N Z) 0r') - 0L') � O � 0toZ) 0m0 � O �- O Om � I Z I Z Z I Z Z 1 Z Z Z II I 0 I Z Z Z 0 I Q I Z Z 0 I Z Z I II O p O II O _ II 0 II II II O 0 I II = _ = I II = II II = � fjZ Z N_jZ Z - � N � ZZ Z =NN� ZZ Z -N � � ZZZ z LdNz - z F z NN � ZZZ Z _jZ Z N� Z ql�_ xZZ Z (n(n Z Z N� Z 4985 _ 4985 4985 4985 4985 - 4985 4985 4985 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 11+50 11+00 10+00 9+50 9+50 10+00 10+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' TE 50 0 50 100 DA JANUARY 29, 2025 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 38 of 79 ST-13 ST-11 ST12 0 z it O 0 (n w w G' w Q 0 O I � DRAWN I I ��t I I- I ° BRB O O \ \\ LI I 1 I _ r..- 4 ; ` CHECKED -I i- _ po o • I I �t I /l DAP ,0 r DESIGNED � rL O � I O 1 J a; _— rr i t � � o o _ BRB \� / ~ �/ �� KEY MAP FILENAME ]INLET-11A (2xTYPE 13 COMBO) INLET-12A (2xTYPE 13 COMBO) e F I �N `' ��o X 5000 0009-Storm-Infra STA. 10+47.48 INLET-11 B (2xTYPE 13 COMBO) STA. 10+79.69 INLET-13A (TYPE 13 V.G.) > , ' FES-11A STA. 10+85.48 INLET-128 (2xTYPE 13 COMBO) STA. 11+08.03 6 y� N . T. S. LO TA. 10+00 FES-12A STA. 11+17.69 ; STA. 10+00 IsT-o2 _ FE3-13A ;� ��p,Do•L/C � ST-M ST-11 / ST-12 ST-12 . \ - - - STA. 10+00 p RE r P. J l �p 10+0 6" S UN 30" STO 11+0C ` / / _ 10+00 11+00if \ ST-13 +00 V ' �� �� J / l, or i FES-11 B / / 36" STOR I \ < � 10 -� �/ PQQ //` �' - I FES-12B $,> STDR 5'x3' TYPE VL G G l ae -STA. 11+29.48 9'x5' TYPE VL �� I y ` i 11+00 1 I soon, RIPRAP PAD _ I RIPRAP PAD 9'x5' TYPE VL . - C I STA. 11+63.69 RIPRAP PAD o o rINLET-13B (TYPE 13 V.G.) •, I I F I I STA. 11+42.03 i - �O� •....•• G� o I I o _ 5005 5005 E S/ONAL E� - _ � • / t -f } - of fff 1 II I II II III � LOIILL I Ir ff - II 1 II I II I � �� � � II l 7 ` �� � r�� II � F � � —Ia , i �. 3 � a ) i �� I II NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE, A LOCKING LID IS REQUIRED. cc (n 4. FOR STORM WITH FUTURE STUB THE 100-YEAR Z LU J HGL IS BASED ON FUTURE RUNOFF FROM FUTURE O PHASES. 55 LL 0 F- a. C � a od Cl) CC Z a `` a 5010 5010 5010 5010 > Z J CL � TT1 � Q p PROPOSED 100-YEAR GRADE 100-YEAR HGL (SEE Z W 5005 EXISTING 38.00 L.F. 38.01 L.F. GRADE S==0.40% HGL (SEE 5005 5005 NOTE 4) S=0.40% 5005 5010 5010 O CO 30 RCP NOTE 4) - S=0. L.F. - 36" RCP S=0.40% 47.48 L.F.S=0.40 (PUBLIC) EXISTING (PUBLIC) 36" RCP 9e _ _ - - 36" RCP GRADE- _ - 44.00 L.F. (PUBLIC) PROPOSED (PUBLIC) S=0.40% GRADE -� - - 100-YEAR GRADES 5000 c>` 30" RCP 5000 5000 5000 5005 HGL- 5005 (PUBLIC) - 100, 34.00 S=0.50%- EXISTING _ - — - - 18 RCP- GRADE- 4995 — 4995 4995 - 4995 5000 (PUBLIC)- 5000 M -79.69 L.F. U - S=0.40% � - - - 36" RCP Ell" , m m - (PUBLIC) _m `� I� m 108.0 m I__ � m a_ M 3 L.F. 4995 °' 4990 4990 0 0 4990 0 �_ _0 v o � 4990 4995 6 w-0 w S=0.50% ,� � �W M Uj M W 1 r) w� > > 3 � 18" RCP X 0 v o - o M (PUBLIC) w W o =w _ w 0 °° w 0 I. _nLO Lo -6 0` r co Ui 0i . Sri w � - w Ui M x 0 - x 00 0 m0000 -� x 0 0,) 0 x 0 0) �� �`�000 - to000 0 O 4985 N 0 -N co 4985 4985 N t0 Cq 0 N "� - 4985 4990 ! o o `r c0 .� Ln _� 0 tD L0 N � N 0 (0 I, .� 4 0 ^ 4990 00 � � � II _ � � � II 00 00 � .= � II ^� 't II _ M0 I NCo II mt0 - II 00 00 Q +0 -m m0 ND 00 Q �O m .- O 00 I m 'tO Q 00 00 Qom oo 11 j -� oLo 11 ?m + t Now � 0o 11 ? + o 11 ? m + t T +U) D T + Lo 11 � 0 It r II 1 — Z 0 _ 1 Z 0— II r II I e- Z O - 1 Z 0 - II 1 1 Z 0 II 1 ~ II ~ 11 I I ll w 11 ~ II 1 ~ 11 ~ II cn a> _j d » -J Q »cn a� cn d� d » d > ; cn ¢> d > J ¢ » (f) TST, INC. � NZ Z � LZ Z =Z N � Z Z� NZ � NZ Z N-jZ Z - Z fj � Z Z � fjZ Z N� Z Z -JZ Z � �Z CONSULTING ENGINEERS 4980 4980 4980 _ 4980 4985 - — 4985 748 Whalers Way 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00 12+50 12+50 12+00 11+00 10+00 9+50 suite Fort Collins Coloorara do 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' TE 50 0 50 100 DA JANUARY 29, 2025 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 39 of 79 MAPLE HIL.L. DR 80' ROW (MIN.) 10' PKWY 38' ROADWAY 10' PKWY 5, 6, (TYP.) (MIN.) 6' 5' WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11, 11, PARKING (MIN.) (MIN.) TRAVEL TRAVEL z 0 z it O MINOR COLLECTOR �0 o N.T.S. w MAPLE HILL DR, AND N TIMBERLINE RD PC 20+80.16 5002.30 PC PT 10+74.21 I I / �\ 2 +72.99 5006.48 PT I I I \ PC PC...::. Q 10+76.14 +50.90 12 I \ 001- >53 r 20+69.18' KEY MAP 5006.47 12+50.90 12+56.05 �.� •�: PT 5001.70 5002.18 0 PI PC 5005.51 �.�% �';�:; R. 17+56.97 PT PT Y '"`.. �." ,., PC ,,, 5002.61 19+19.36 ;19+30.46' N>T.S. 10+46.07 10+82.14 PT �;` ', 1 12+46.98 FOR DUTCH ROUNDABOUT PC PT 5001-.78.. '.' '5001.66 0 >_ 5006.65 I 5006.43 5005.51 12+60.76 FLOWLINES SE X'$ s�. 17+52.54 18+24.73 ' ' 20+0 po m PI 5005.48 E SHEET 49 PC' Zp+ 10+30.07 I PT PT PC ;:•� : : 5002.64 5002.28 19+15.43 N\�� pR 10+86.06 f. <: ., f E DRAWN 5006.73 1 12+39.80 13+19.83 :,' PT "`• 5001.82 MAP\ PT r BRB PC 5005.47 5005.04 :.;':' 17+51.09 PCs::; 16+36.61 10+01.93 I I I I 5002.64 18+20.30 19+00 1g+p0 20+po 20+77. w 10+93.23 PC {:' , 5003.52 ,..e'..��-.>'�' �';%�'� '' CHECKED PT ..; ' Soo2.3o LEGEND 5006.87 12+35.88 pj.:+ , . :P 4. '4�:� Pl p0 °1". 5002.1 w 5006.27 5005.44.... /r-13+24.54 ..... ..�:`. 17+11.14 k ;;- = DAP 5005.01 -14+47.76; :. ..r BP .: ::. , .� ..: :.' . .'..:'PT --.��=:�;�:��.:: - � ���:� :.:;��..:�.�. . . ., . 5003.11 a+oo _ , . .. .. ., .... . .. ..; :. ...... ••.-.• � DESIGNED .. , :.', 5004.64`': `%�: a :19+38.97 - PROPOSED CONCRETE r�: 10+00.00 , , : 10+97.16 '` - 500330 1 , , w :;. 3 5003 301 ,..: 5006.88 `� 5006.21 01. 6 BRB .. .. 12+00 1 p0 11+00 FILENAME E` •. p _': '50 -10+0o MAPLE HILL DR 13+00 �. ' I }.v „ 17+pp , ; ..: 19+35.05 TEXTURE PROPOSED F 1a + 10o y; �; ,•. •,,.;. .., ; 1s+oo \ 5001.7{0 0009-Street P&Ps-Infra �_t! : . .: .: 9+00 BP 10 00 - 11+00 12+00 13+'00 .; 15+00 • .r...+�.r'. 17+00 PC't PT 13+00 .�. ,r..1 10+00.00 11+00 12+00 14+00 •. •• : ,,...,..►�;t.. ".15+00� .16+00 . .; ,•.� � -� '' .1 500 - 19+27.8$ 5006.88_ _ �"" • _ 1.78 PC .}r.; , PT, 500 NOTES: �/C 29.28 2 29 +-= PT 10+00 ;. .' , PT PT ,r '.:. ' .'` .. .. 7 PT 19+11.34 PQO ;... .., .... .. _: : . -,.:.10+97.16. > ;. .... : .12+35.88 .....: ,..:. .. .. . ... . 13+24.5 :: . ,. ,.:. 1 per•. '• •.ram.-:e... .. 4. .. PI ' 16+28.67 5002. 18+32.51 500 .8$ b,. ...,�.; ,r --. - .'' 1.,. :;: F$ „. . P9+23.95 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL O 0 .. :, •. . � .5006.21 • '.: ........ .. ..... 5005.44.... .., . : �•. _ .,.; ::._. - . . . • ., . 5005.01 ';::'` 0 �� -- 5002.28 .. .. 35 +59.54 64 PT ::...R:.-14+47.76 � .,.,:� . • ,. ..., .. _� . �• °50 3. _ __ PC 1 f.:. PC pT '' RAISED CROSSWALKS, , '' R; _ _ _ _ PC Q 5001.82 RECOMMENDATIONS PRIOR TO PAVING AND COMPACTED Q G 10+01.93 - - PC 5004.34 �. +09.09 PQ 10+93.23- - - - - -12+39.80 - - - - - - - - '�?.; .: �:,. ;..... ::':'.;;:.< 17+61.31 5006.81 13+19.83 \ 18+3489 ,,, 5001.90 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. G S.4. PI • 5P 06.27 5005.47 5005.04 .y'. . . _. ^{ 5002.63 5002.27 0\ pl PC PT :: a . �.'.;: r / PT PT 18+81.20 .. O� �, w 10+30.07 10+86.06 12+46.98 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL F 12+s0.7s F- - - 5006>73 :�' 5006.37 5005.51 .r.:, 4.•'. 17+65.09 18+36.80 5002.04 p� •••• G� PI PC - PT 5005.48 , / 5002.62 5002.26 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S/0 E� 10+82.14 ' `' ' SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER NAL �10006,07 12+05.54 1PC 2 PI AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT I 5006.65 � �.:� 5006.43 .' ,.. .. �- : 18+65.20 5005.54 12+56.05 ;�;.x '' i 5002.12 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK I- - - - - _ Rp,� , '10+7421 z +76.14 5005.51 f-�..:. . ' TRAFFIC ON ALL SUBDIVISION ROADS. 5006.48 Z 5006.47 :.1 : :: \ 5015 5015 MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: MAPLE HILL DR - LFL ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 5010 - 5010 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 -1.51% 0.62% -0.55% 0.5596 DUTCH ROUNDABOUT SEE SHEET 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 4.86% -0.50% -0,6� - - _ -0.64% 49 FOR FLOWLINE PROFILES STA = 18+24.73 eh TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 0.50% --0.55% - - -0.64% ELEV = 5002.28 � 5005 0.74y6 -0.5556 PROPOSED STA = 18+20' w 5005 STA = 10+97.16 GRADE ELEV = 5002.30 N 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W CO ELEV = 5006.21 - - - - -3.56%- -0.50% NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED -STA = 10+82.14 STA = 12+35.88 STA = 13+24>54 - - - - - - - 0.579b -0.55 -1.11% _-0.50% w TO A MINIMUM OF 95% PROCTOR DENSITY. Z W ELEV = 5006.43 I ELEV = 5005.44 _ ELEV = 5005.01 - - - - - - - - - - --- - - --0.50% -0.50% - -0.5 - -0. _ W D c-_a°0o, n � _^ STA = 12+50.90 STA = 16+54.04 - - 0%- -- -STA = 13+19.83 0--0-o � _� ELEV = 5005.54 ELEV = 5005.04 EXISTING- ELEV = 5003.19 -0.50% STA = 18+87.55 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5000 0- o 0 n o STA = 12+56.05 GRADE STA = 17+51.09 ELEV = 5001.96 5000 U O + m o STA = 14+20.22 o + '� + �n ELEV = 5005.51 o - ELEV - 5004.49 ELEV = 5002.64 STA = 19+15.43 6. FIRE LANES SHALL BE DESIGNED AS A FLAT HARD 0 0 - co STA = 12+60.76- ELEV = 5001.82 > II II ELEV = 5005.48 - STA = 14+22.18 STA 17+52.54 ALL-WEATHER DRAINING SURFACE CAPABLE OF Q > > ELEV = 5004.50 ELEV = 5002.64 STA = 19+30.46 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 0. N w STA = 14+28.18 STA = 17+56.97 ELEV = 5001.66 Q v, w PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. ELEV = 5004.79 ELEV = 5002.61 STA = 19+50.45 4995 ELEV = 5001.56 4995 m Co pt$ 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 co 5015 5015 � m Z LOW POINT ELEV = 9+02.3 z U. a MAPLE HILL DR LOW POINT STA = 19+07.36 PM STA = 19+07.34 PVI ELEV = 5002.03 > a. _ EXISTING A.D. = 1.10% a Q GRADE K = 109.12 5010 - _ 120.00' VC 5010 W 40- Z W W M 11 M Co11 O co ` INTERSECTION WITH *C4 coo�i -0.55% DUTCH ROUNDABOUT coo rn o w 5005 - - - - - - >> = 5005co PROPOSED GRADE - - - m m w w w - - - - - - fn LLI 5000 5000 5000 4995 4995 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 5015 5015 MAPLE HILL DR - RFL STA = 19+58.97 ELEV = 5001.56� 5010 STA = 19+38.97 5010 ELEV = 5001.66 -0.55% STA = 19+23.95 -1,51% -0:55% ELEV = 5001.82 STA = 17+65.09 -0.50% -0,62% _ , , _ 0.62X 0.64% PROPOSED DUTCH ROUNDABOUT SEE SHEET ELEV = 5002.62 IN TERSEC110N WITH 0.55X -GRADE 49 FOR FLOWLINE PROFILES STA = 17+61.31 MIDDLE FARM WY TST� INC. _0,74% ELEV = 5002.63 w CONSULTING ENGINEERS 5005 - _ -0.64% w 5005 STA = 10+97.16 - -0.55% STA = 17+59.54 748 Whalers Way ELEV = 5006.21 - - _ _ -0.55% ELEV = 5002.64 -0.50% -0.50% N Suite 200 Fort Collins STA = 10+82.14 - STA - 12+35.88 -STA = 13+24.54 ado 80525 - - - - - - - _ -0.53% -0>50% -0.50% w Phone�r970.226 0557 Zia -0.50% o m ELEV = 5006.43- ELEV = 5005.44 ELEV = 5005.01 STA = 14+20.22 - -- - - - - - - - - - - _ - - -0.50% N JOB NO. °m° o co. ELEV = 5004.49 STA = 16+54.35 1230.0009.00 STA = 12+50.90 STA = t3+19.83 -0.55% ELEV = 1 5002.29 SCALE , 5000 c--o `� a- c^o o ELEV = 5005.54 ELEV = 5005.04. ELEV = 5003.21 -0.50% -0.50% 5000 STA = 18+36.80 ELEV = 5002.26 o--m o_ m o+ in STA = 12+56.05 EXISTING -1.11%- H:1 =50 V: 1 =5 II II II II II ELEV = 5005.51 GRADE STA = 18+65.20 > Q II: > STA = 12+60.76 ELEV = 5002.12 -0.50% DATE ANUARY 29, 2025 w ELEV - 5005.48 STA - 18+81.20 m w ELEV = 5002.04 4995 � EE Ev = 15ooiss 4995 50 0 50 100 SHEET 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 scale HOR feet �O Of �� VER T: 1"=50'T: 1"=5' SEE SHEET \ EP 80' ROW (MIN.) 29+18.43 \ 5002.47 MAPLE HILL DR \ 28+69.0C / /, � I 10 PKWY 38' ROADWAY 10 PKWY r , 5002.33 5 6 (TYP.) (MIN.) 6 5 WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) EP 29+60.20 TRAVEL~ TRAVEL z 11 El 5003.16 21+36.16 :. PI 5002.57 \ �` : .` PC MINOR COLLECTOR �' o 21+20.16 PC LU ..t:. . �.. / 2s+o5.o1 N.T.S. �:. ;, > 21+64.30 ''' ;; .•a. 5002.80 • " PT 5002.43 / I a�r :'; . : • �" ' . ;;. ' . ';��' MAPLE HILL DR, AND N TIMBERLINE RD 20+92.02- PT 5002.43 21+66.23 PC 5002.4220+90.09 '.. ;f�.::•' ,Z,Iko :;`.!: ' 'eye 5002.42 PC 0 21+72 23 / PT 5002.35 20+84.09 0 f PT ,::`.';: :` �:• :.'' 5002.35 3 21+76.15 ' ' / Q 5002.31 •� o'` KEY MAP PC o ?' / 26k� ' �' O rL1xp ' 20+80.16 - - - -1 PC .: 6 5002.30 21+83.32 , ` ;.;. ..: ,. :: s. \ N.T.S. o PT 5002.23 PC ,• ..:. : 20+72.99 PT 24+16.PT 24+22.03 / '•.,: : ,;. .. .;. Y . '._:. ' \ ` •.: . , FOR FIDDLE INTERSECTION °' 5002:22 21+87.25 Overall LP: 5001.52 FLOWLINES SEE SHEET \ r.: 5001.43 R::.. ;�. :,. r \ DRAWN ww �' pC , 5002.19 23+72.41 'PT x �. 50-51 ' "� : :. t20+69.06 PC PRC- 24+25.68" kop o� `...`�:`:..' :.., :.,.` ��� BRB N - - 22+25.05 5001.17 24+13.04 ti5 5002.18 - - - - - - - - - - 5001.38. ; '5001.58 / op 26k.*..^, CHECKED : . .. LIJ :.: .. 50 . ,•. w ..:: , - :...� .'•• :.a DAP .• , ...:, PC ..:.::. LEGEND 21+7s.os T DESIGNED 20+00 00 _ 22+00 5002.49 24+0o koo ;; " i ;::: �\ \ - PROPOSED CONCRETE �' :r� BRB MAPLE HILL DR 21+00 21+ 23+00 24+p0 •.ati.;'; �'•P`T'-`� :'. :•: .»;::' - \ / �� - 00 �25+54.42 '•�' ..,...,•, . ••' - � \/ PROPOSED COLORED FILENAME - a "� TEXTURE CONCRETE 0009_Street P&Ps_Infra ' . • 22+00 22+00 23+00 ;: :PRC 5002.81 * ` \ - :..' 24+95.39 5002.18 2. - . . - .,... .. . .. : .. .- ..0 ' ..�;;.' ice\ � j •;.: PO �C N C ` 500 22+33.57. ._.. .t..... :.., 23+72 59 24+82.27 24 ,. •: '. •�..-�.... \ % ^ i NOTES: �3• E 20+81.51 - 5001.90_ - 5001.83 24+92.23 •'•:: ':>: ,...;•i O �R �P� 5002.22 - _ _ _ _ - 5002.04 ::�:: ` ' a. \ / 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL PC 0 21 95.77 - - - - - - - - 24+85.52 ' '.'• ``:,Y,. 14 \ / \ RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED PQ )\ 20+88.68 5002.19 Overall LP: \ { :. . ,,.. " G S • 5002.3o Z Pc 23+90.56 5oolso 1 ,, y ;:,.�' ': \ / \ TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. �rp���0� o. PT o 21+91.84 5001.16 • \ \\ 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL O F�•....••?G� 20+92.61 .PC '' k •• 5002.35 PI 21+72.82 5002.23 I �::. ':; \ �� '+;..: '., ,,.1 \ \ ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S/ONALE� PC 21+28.68 5002.43 PT \ \ \ I .' ' / 20+98.61 5002.57 " ' ' 21+84.67 :: t :" `y \ SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER PT PC 5002.31 • .'r`.` - 'y .::� \ AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 5002.42 PI ...' \ 21+74.74 21+80.74 :.. -,;; ;:'r..•. PT 21+44.68 5002.42 5002.35 ; ,. _.�; \ SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK :..:,. .21+00.53 5002.575002.43 / f •� \ \ TRAFFIC ON ALL SUBDIVISION ROADS. SEE SHEET 45 5010 5010 MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: MAPLE HILL DR - LFL ASPHALT PAVEMENT AGGREGATE BASE FIDDLE SEE SHEETS 50 - 51 THICKNESS(INJ THICKNESS(IN) INTERSECTION WITH FOR FLOWLNE PROFILES LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 LONGWOOD DR PROPOSED MINOR COLLECTOR 5.5 7.0 5005 STA = 20+10.44 -0.25X GRADE 5005 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 ELEV = 5001.86 0,27X 71.1OX EXISTING -0.55X GRADE \/ - - - 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED O - - - -0.55% 1.15%- 0.50% -0.50X - 1 0.50%- -0.56X _ - - - -0.50X o.50X TO THE CITY OF FORT COLLINS PRIOR TO PAVING. - - - - - - _ 5000 w 5000 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W STA 22+25.05 STA = 24+25.68 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED N -STA = 19+50.45 ELEV = 5001.98 ELEV = 5001.58 Z � L1J w -ELEV = 5001.56 STA = 21+87.25 TO A MINIMUM OF 95% PROCTOR DENSITY. w N ELEV = 5002.19 STA = 24+13.04 O N c °r o STA = 21+66.23 ELEV = 5001.38 c �_-o ELEV = 5002.42 M --M 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. c LL 4995 + -L-o -� STA = 21+36.1s 5 N- � r: 0 4995 O o -N -ELEV = 5002.57 "� CE N _ 21+28.1s M -�_ 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, > - -� -� -ELEV = 5002.5s u n u=n_� n ALL-WEATHER DRAINING SURFACE CAPABLE OF co W STA - 21+20.16 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q 0. W ELEV = 5002.57 - -N w PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. in C0 ot$ 4990 w 4990 Q 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 (n Z aLL a 5015 5015 Z J MAPLE HILL DR > - a. Q H INTERSECTION WITH- _ - FIDDLE Z LU LU 5010 HIGH POINT ELEV = 5002.85 5010 HIGH POINT STA = 20+83.10 CO Uj PVI STA = 20+82.96 'a LOW POINT ELEV = 5001.76 0 - O r,(p PVI ELEV = 5003.00 �o^ O _ LOW POINT STA = 23+28.23 00 Co- +o A.D. = -1.10% +No o ot°o PVI STA = 23+65.80 g c- 00 K = 100.30 o rn PVI ELEV = 5001.45 o N Ln , N +O A.D. = 2.19% N OCIO 6 w 110.00 VC L;3 N L K = 68.42 0 w- 2,35 5005 w �,W 150.00' VC 0 0- 5005 2 m m w w PROPOSED v v m�J_ N I , 1 GRADE m m 1.6556 N0.55% =-0.55X N 5000 -N 5000 0 EXISTING o o + _� GRADE c+o LO N n -°- ° >-< �J 4995 N w rn--w 4995 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 5010 5010 MAPLE HILL DR - RFL FIDDLE SEE SHEETS 50 - 51 STA = 19+58.97 FOR FLOWLINE PROFILES -ELEV = 5001.56 _INTERSECTION WITH EXISTING GRADE 5005 5005 - STA = 20+18.96 - LONGWOOD DR 2.07X ELEV = 5001.86 -0.30%_ STA = 24+82.27 1.15% 0.25X I PROPOSED ELEV = 5001.83 / -0.00X TST� INC.0.50%- -0.50% - GRADE 1.15X 1.19% 1.109; _ __ d0 0.55% - _ 0.55X - 0.5396 -0.50X 0.50% 0.55% 0.86% - - - - - CONSULTING ENGINEERS _ - - _ 748 Whalers Way 5000 w - _ - - 5000 Suite 200 Fort Collins = STA 20+77.58 Colorado 80525 ELEV = 5002.18 Phone: 970.226.0557 w STA = 20+98.61 JOB NO. w ELEV = 5002.42 m N o *. N 1230.0009.00 STA = 21+28.68 tO eV N-r- 7 ,� -� eo -� M .4 o ELEV = 5002.57 p ^ O-Uj p M -M t0 tD tO N-�- 04 to �- ui O -+_ SCALE „ „ o-w o rn - �n �n - w STA = 21+37.66- + 'a +- L-+ 0 `� 0 .--,� r t m o. o �n H:1 =50 V: 1 =5 4995 N + _� ,n o 0 0 o-� 0 co -o + _m N 4995 ELEV = 5002.59 -N -Nff N + o °' 0 0- o m-� II II II II- N - M _m + to m- - 0 _ - N DATE ANUARY 29, 2025 N - N _ N -N N - II II II Q Ll II - II- II- - > � F- -Q- Q - IIp - II - W W N...W N -w FQ- � QQ ~ cn W 50 50 100 SHEET �N w w-!A W 4990 4990 scale HORIZ: 1"=50' feet 41 of 79 VERT: 1"=5' 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 PC PT PI PT 39+98.60 PCL 2.17 41+53.17 72' ROW (MIN.) FLINT HILL DR BP 39+92.74 PT 74 5007.02 5009.33 41+14. 39+19.77 5009.43 41+08.24 PI 7 PKWY 5009.96 PC PT 5007.37 5007.2 41+62.17 7' PKWY TRANSITION LINE BETWEEN 39+89.21 5009.284 PC 17 5006.79 PC ( ) (MIN.) 5009.48 41+04.71 9 36' ROADWAY PHASE D SET AND PC 5007.45 41+64.17 5' 6' 6' 5' INFRASTRUCTURE SET ��� PT 9+8414 40+07.21 PT 5006.74 WALK WALK 8' 8' BIKE WALK 35009.55 5009.19 40+99.64 PC PT 5007.56 PT (MIN.) (MIN.) TRAVEL TRAVEL (MIN.) (MIN.) PARKING PARKING 39+80.60 .40+10.74 PC: 41+92.17 z r 'S009.14 40+96.10 T'T. �1 0 BP 5009.60 5007.63 EP EP 39+00.00 :�:: 41+95.17 46+53.17 5009.89 42+00 43+00 4S 0 5007.05 5009.74 O 0 44+00 '` o - _ _ _ CONNECTOR LOCAL 2 W/ BIKE LANES v) o 39100 42+00 40+00 41+00 42+00 �� 43+00 44+00 -I 45 00 I 64 00 46+53 N.T.S. 5 j 41+50 FLINT HILL DR 43+00 FLINT HILL R. PC' PT PC I - 41+95.17 _I ..� 39+80.60 40+10.74 40+96.10 5007.05 N 5009.60 5009.14 5007.63 °i ff PT 41 PTJ PC PT r; 41+92.17 N 5007.02 39+84.14 40+07.21 40+99.64 PC BP 5009.55 5009.19 5007.56 -1:. 44+Oa 41+64.17 39+37.47 PC PT :1 '.l. 5006.74 5009.95 39+89.21 40+02.14 41+04.71 5009.48 5009.28 5007.45 .. : o PT PC PT KEY MAP 41+08.24 N.T.S. 39+92.74 39+98.60 5007.37 `r: 5009.43 5009.33 PC '�: m 41+14.17 m 5007.25 DRAWN ...� PT ' BRB - 5006.74 � � LEGEND CHECKED DAP «.. PROPOSED CONCRETE `. DESIGNED ''•'• BRB PROPOSED COLORED FILENAME TEXTURE CONCRETE 0009_Street P&Ps_Infro 5020 5020 FLINT HILL DR. INFRASTRUCTURE - LFL NOTES: 0��0'oREL/c STA 42+00.00 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL = Q G ELEV = 5009.46 �2.00% RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED STA = 44+49.03 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. �� O� • STA = 42+05.74 - ELEV = 5007.05 STA = 44+58.03 Q��oO��, • ELEV = 5009.48 83,37. ELEV = 5007.23 • 5015 STA = 42+27.60 STA 4 44+47.03 - -2.00% 5015 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL O�� •',G�� ELEV = 5009.42 ELEV = 5006.88 _. STA = 44+67.03 •••••• -STA = 42+52.60 0.50% ELEV = 5007.05 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S/ONAL E -ELEV = 5009.22 STA = 44+45.11 - SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER STA = 42+60.83 _ ELEV = 5006.87 - STA AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT ELEV = 5009.12 - - STA = 44+69.03 STA = 44+03.05 - SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK STA = 42+75.86 ELEV = 5006.92._ r-0. = 5006.88 TRAFFIC ON ALL SUBDIVISION ROADS. 5010 -ELEV = 5009.04 STA = 43+97.12 -0.50% 5010 ELEV = 5007.05= STA = 44+70.96 _1•60� - - ELEV = 5006.87 MINIMUM ALLOWABLE PAVEMENT SECTION PER 0.28% _2.10;� PRELIMINARY GEOTECHNICAL REPORT BY EEC: -0.26% 0.11% -0.00%0.50% ASPHALT PAVEMENT AGGREGATE BASE -0.82%- -1.21% -om,%. -STA = 43+52.94- STA = 45+13.02 THICKNESS JN, THICKNESS IN,. 5005 ELEV = 5006.87 5005 EXISTING _ELEV = 5007.75 GRADE- _ - --0.61% LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 STA = 42+81.71 - STA = 43+82.10 STA = 45+16.02 MINOR COLLECTOR 5.5 7.0 ELEV = 5009.01 ELEV = 5007.14 ELEV = 5006.89 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 -2.35% - -0.63% PROPOSED --2.10% GRADE STA = 42+96.74 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 5000 1 ELEV = 5008.65 5000 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 41+50 42+00 43+00 44+00 45+00 45+50 W 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS CO NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED m W TO A MINIMUM OF 95% PROCTOR DENSITY. Z D J 5020 5020 O 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. U. FLINT HILL DR. INFRASTRUCTURE O HIGH POINT ELEV = 5009.97 HIGH POINT STA = 39+25.51 1 -_ _ 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, PVI STA = 39+47.37 -EXISTING - - ALL-WEATHER DRAINING SURFACE CAPABLE OF M PM ELEV = 5010.15 GRADE - _ _ - - - cairn A.D. _ -2.15% ►�i - - - - - - SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 0. 5015 o o K = 41.90 rn t? STA = 41+53.17- - 5015 90.00' VC +o ELEV = 5007.02-_. STA = 41+62.17 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. Co 06 M m o,0 s ELEV = 5006.79 J Ln. STA = 41+44.17 STA = 46+53.17 ELEV I 5006.79 - m m �� m m >> STA = 41+40.17 ELEV = 5009.74 - 0.55%_ 1 ww ELEV = 5006.69_ �!STA = 41+66.17 l 5010 �� STA = 41+36.17 ELEV = 5006.69 PROPOSED 5010 Q '1.609• ELEV = 5006.79 STA = 41+70.17 GRADE - START OF IMPROVEMENTS _ _ _ ELEV = 5006.79 0.5596 _210�� _ Q WITH INFRASTRUCTURE SET 1.05% H STA = 39+I00.00 STA = 40+66.95 -_-_ STA = 42+29.39 5005 ELEV = 5009.89 ELEV = 5008.24 -2.34% - 2.34% ELEV = 5007.41 5005 Z W W 2.35% -2.35% W - 2.60%- -2.60% O CO � a 5000 - 5000 38+50 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 5020 5020 FLINT HILL DR. INFRASTRUCTURE - RFL 5015 STA = 41+50.00 5015 ELEV = 5009.45 -0.26% STA = 41+59.90 ELEV = 5009.42 STA = 43+99.34 ELEV = 5006.63 -1.21% STA = 42+85.24 -0.50% ELEV = 5007.75 5010 - -0.61% I -2.00% 8.33% _ 5010 _ -2.35% -2.10% 44+01.34 - -0.63% - 8.33% - -ELEV = 5006.47 -0.82% -- 1.609; I _ - _ STA = 44+48.32 STA = 41+84.90 - 11- -ELEV�2.10,� -1.04X 0.55% = 5006.72 ELEV = 5009.22 - - - EXISTING STA = 41+93.13 _GRADE 5005 ELEV = 5009.12 - STA = 43+90.34 5005 TST, INC. _ STA = 43+14.40 PROPOSED ELEV = 5006.81 CONSULTING ENGINEERS STA = 4500 .04 - ELEV = 5007.14 - GRADE 748 Whalers Wa ELEV = 5009.04 - STA = 43+81.34 STA = 42+14.02 - STA = 43+29.05 _ ELEV = 5006.63 Suite 200 Fort Collins ELEV = 5007.05 ELEV = 5009.01 STA = 43+35.35 STA = 43+79.34 Colorado 80525 STA = 42+29.04 = ELEV = 5006.47 = 5008.65 Phone: 970.226.0557 ELEV 5000 ELEV 5006.92 - - 5000 JOB N0. 1230.0009.00 41+00 42+00 43+00 44+00 45+00 SCALE H:1"=50' V: 1"=5' DATE JANUARY 29, 2025 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 42 of 79 VERT: 1"=5' 17+42.95 17+71.09 17+87.09 "�_�.'" I 80' ROW (MIN.) N TIMBERLINE RD 5006.92 5007.19 5007.27 `� • r : PC PC 17+41.02 18+15.23 5006.90 5007.41 =`:-; �'�� a'.f' 10' PKWY 10' PKWY PT PT �.. 38 ROADWAY 5' 6' (TYP.) (MIN.) 6 5' 17+35.09 18+17.16 ' '} ;�:... WALK BIKE 8' 8' BIKE WALK 5006.87: 5007.42 ti�C ' C ' _ PC .`� "- (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) P e z �.:. Overall LP: - 11 .M 17+31.17 : 18+23.09 _ •'.. TRAVEL TRAVEL Z 5006.81` 5007.45 PT .. .•: 22+66 08 o TRANSITION LINE BETWEEN PHASE D' 5003.19 PT ` PT 19+45.71 SET AND INFRASTRUCTURE SET z 17+24.00 18+27 01 5008.19 5006.70 F 5007.47 'p� Overall HP: ��' '� o � PC ;' Pc / MINOR COLLECTOR w 17+20.07 18+34.19 19+37.89 19+45.71 - - - {. o 5006.64 5007.51 5008..16 5008.19 4 '`� N.T.S. w 7 PT ' pl .� PI EP MAPLE HILL DR AND N TIMBERLINE RD 17+00.00 18 38.11 ...... .. `> 22+72.31 - +49.54 5006.56' '~= 5003.56 5006.54 5007.53 5004.02 1 EP t,20+00 +00 : 2 23+00 26+03.00 BP 18+00 N TIMBERLINE RD �- 5008.20 5007.51 17+00 18+0 18+00 19+00 ,20+00 �.; '"';. 21+00 22+00 23+00 I 24+00 052 ++ 0 26+00 20+00 j'" ' 21+00 - 22+00 ? 23+00 17+00 19+00 ` LU 00.00 ' Y 17+ 18+38.25: :' EP 5006.5 3 �'PI KEY MAP _ �,500 .53 7 _ 23+49.68 5004.02 N.T.S. PC 22+7245P C 17+20.2 18+34.32 15+62.09 5003.56 `5003.93 m5006.6 19+38.03 . RAISED CROSSWALK T PT 5008.16 20+91.61 �.. DRAWN 17+24.13 18+27.15 PT Overall HP 5006.56 .`Overall LP• 5006.70 5007.47 k \ BRB Pc 19+45 88 19+45.88 22+66.22 PC 5008.19 e 17+31.30 18+23.22 5008.19 "� ..;. 5003.19 CHECKED 5006.81 5007.45 :~ °� LEGEND DAP PT PT \ 17+35.23 18+17.29 DESIGNED 5006.87 5007.42 ;- % •` PROPOSED CONCRETE �'; gRg PC PC ` , ` L' y., . '''' 16+36.61 17+41.16 18+15.37 FILENAME `. ''_ I 5003.52 PROPOSED COLORED 5006.90 5007.41 0009_Street P&Ps_Infra : I .�:. TEXTURE CONCRETE PT PI 'PI 17+43.08 17+71.23 17+87.23 5006.92 5007.19 5007.27 •� NOTES: o�P.,669 5015 5015 p "DRE gyp. 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL V: Q�� G�0 STA = 18+75.97 N TIMBERLINE R D. INFRASTRUCTURE - LFL N RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED PQ '��� ELEV = 5007.89 -1.50% o 4 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. STA = 19+12.38 * o QF,� �� I 0.78% STA = 20+91.48 + o STA = 17+00.00 ELEV = 5008.08 ,n F STA = 18+50.97 - ELEV = 5006.56 '`� ELEV = 5006.54 -ELEV = 5007.69-. STA = 20+65.89 �- N 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL �� ......' G 5010 0.55%� �_1•28% - ELEV = 5006.43 FOR DUTCH ROUNDABOUT II II 5010 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S�ONA\- E� PROPOSED -2.50% FLOWLINES SEE SHEET 49 Q > 1.51% STA = 18+38.11 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 0.55%-ELEV = 5007.53- 0.55% -GRADE -2.23% N__w AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 0.95% 0.50% 0.31% - _' 68� _s.o4%=:�� SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. - STA == 19+45.71 _1.50% 5005 STA = 17+20.07 S005 ELEV 500819 MINIMUM ALLOWABLE PAVEMENT SECTION PER ELEV = 5006.64 -0.25% STA = 21+03.54 112% PRELIMINARY GEOTECHNICAL REPORT BY EEC: STA = 17+35.09 STA = 19+52.73 ELEV = 5006.19 ELEV = 5006.87 ELEV = 5008.17 0.23% - - - - ASPHALT PAVEMENT AGGREGATE BASE - - STA = 17+41.02 STA = 20+97.70 STA = 22+66.08 0.59% _ ELEV = 5003.19 THICKNESS(IN� THICKNESS(IN� ELEV = 5006.90 ELEV = 5006.18 EXISTING STA = 19+77.02 - STA = 22+72.31 STA = 17+71.09 ELEV = 5008.02 - - - -6.04% 5000 ELEV = 5007.19 GRADE _ _ _ - - --STA = 20+71.89 ELEV = 5003.56 5000 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 -1'14% ELEV = 5006.85 STA = 22+91.89-- MINOR COLLECTOR 5.5 7.0 _- - - -- - - - STA = 20+02.73 ELEV = 5007.74 6.97% ELEV = 5003.86 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 STA = 20+27.73_ STA = 22+97.89 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED ELEV = 5007.32 ELEV = 5003.44 STA = 20+52.73 _ _ TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4995 - - ELEV = 5006.76 - - 4995 CO 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED Z W TO A MINIMUM OF 95% PROCTOR DENSITY. O J 5020 1 5020 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. c V N TIMBERLINE RD. INFRASTRUCTURE -6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, D 0 ALL-WEATHER DRAINING SURFACE CAPABLE OF 0. 0. SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q HIGH POINT ELEV 5008.66 5015 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. Co od = 5015 HIGH POINT STA = 18+59.09 000) H Iq PVI STA = 19+03.84 Q PM ELEV = 5008.98 - EXISTING M ao 00 goon A.D. _ -3.05% M N -2.50% - - GRADE - -- --- - -- co z - K - 45.90 r FOR DUTCH ROUNDABOUT _ v * 140.00' VC o= FLOWLINES SEE SHEET 49 Z J 5010 m m 0 W- 5010 > a. W W y 0.78% 1.28%- 0.78%- 0.55% Q ,-� Z W W JA2% O w 5005 ~1.29zco START OF 5005 IMPROVEMENTS WITH - - o n °' - PROPOSED o o �_ _ -06 ^ INFRASTRUCTURE SET _ --- -- GRADE oo . on-� O-°i o o- o- - o o li O o o-+ -+ '� o__°'. - - -STA = 22+19.00 + o 0 5000 -�' II= n u - _ _ - _ - - - - - + o ELEV = 5003.91 N II 5000 _ n -> n- n + Q ->- - _N W-N W N W II_-�= N Ld fn N--W- 4995 1 1 4995 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 5015 5015 N TIMBERLINE RD. INFRASTRUCTURE - RFL - ao N 0.59%__ - -1.67% - -o -STA = 17+00.00 STA = 19+52.87 -6.0496 04 `� ELEV = 5008.17 -1.50% N 5010 -.ELEV = 5006.53 STA = 18+51.11 PROPOSED u - II 5010 0.55% ELEV = 5007.69 -0.25% GRADIE % FOR DUTCH ROUNDABOUT Q__> 1.51X f -2.50% FLOWUNES SEE SHEET 49 tn-_w 1.28%_ 0.55% 0.31% -1.14;�q 0.55% 0.50% - 0.78% _ 1.68,°g� 2 23� TST, INC. 1 � CONSULTING ENGINEERS 748 Whalers Way 5005 .50% 5005 STA = 17+20.20 �-6.97% -. ELEV = 5006.64 - STA 21+03.91 - 200 =STA = 17+35.23 rn N rn o N _ELEV = 5006.08 Suite Col o orara Fort Collins do 80525 ELEV - 5006.87 O_ - - � - - P one: o � ^ � N STA 20+97.84. - N N _o O I� o-c� - M ELEV 5006.18 STA = 22+98.03 JOB NO.STA = 17+41.16 o 0 o O o_ Oi:_.� ELEV = 5003.44. 123 09.7000.20296..00 ELEV0^ + STA 20+91.61ELEV 5006.90 n-+ N o W) _ o_ STA 22+92.03'n O + _o .5000 + N 5000 SCALESTA = 20+72.03-N _ „_5 57 > - a >- -Q _ a a _ II= n - ELEV = 5006.85 STA = 22+72.45 _ _ _a STA = 20+66.03 ELEV = 5003.56 EXISTING -� w U) -w N �`� N w N W N- w-�- ELEV = 5006.43 STA = 22+66.22 DATE GRADE U) -w U)--W ELEV = 5003.19 JANUARY 29, 2025 STA = 20+52.87 ELEV = 5006.76 STA 22+60.15 4995 ELEV = 5003.27 4995 50 0 50 100 SHEET scale 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 HOR VER 1"=50' feet 43 of 79 T:T: 1"=5' EP 51' ROW (MIN.) /� " 18+61.89 PC 6.5' PKWY 6.5' PKWY MIDDLE FARM WY 17+11.10 5002.27 PC ;� (TYP.) (MIN.) 5004.30 18+17.60 ,'. 28' ROADWAY TRANSITION LINE BETWEEN < PT 5002.26' 5' 5' -, PHASE D SET AND . WALK 8' WALK 17+15.03 PT . INFRASTRUCTURE SET 5004.17 18+12.51 :: PARKING MIN.) k..1 .. (MIN.) 10' 10' PT PC 5002.28 ` 17+05.24 17+22.20 PC .< TRAVEL TRAVEL Z A. 5004.45 5003.94 18+08.58 0 PC PT 5002.30 17+01.31 17+26.12 PT \ �; : �.. z O q 5004.49 5003.81 18+0 500234 � co o . :• RESIDENTIAL LOCAL PT 34 \ ,; a : • 18+14:... 16+94.14 17+97.48 PC .� N.T.S. � `. :• 5004.57 MIDDLE FARM WY EP PC. 5002.36 �' 16+90.24`. w� 1g�00 18koo 18+13.64 <� 5004.62 5002.47 ' BP �E 16+50.00 5005.67PC 16+00 17+61.16 \ 18*+'00 :`' LU 16 00 5002.10 �\ Q `. 15+00 KEY MAP %118+05.15 \ BP PC 5001.8s' N.T.S. 15+00.00 15+54.20:: :.•.. .,,. .: BP m 5006.55\ 5006.79 PT 16+00.00 ,.•:.•; 5005.69 DRAWN 15+95.20 ` 5006.45 CROSSWALK \ - B R B RAISED �i'�• : ; \ ":` ' CHECKED DAP LEGEND Aw f; .' DESIGNED BRB PROPOSED CONCRETE {" f FILENAME 5015 5015 PROPOSED COLORED 0009-Street P&Ps_Infra TEXTURE CONCRETE MIDDLE FARM WY. INFRASTRUCTURE - LFL DO L/� FzP•..... 16+�= NOTES: oRE STA 50.00 :• QQ �G 5010 ELEV = 5005.67 5010 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 0�� G0� • -2.66X =j - - STA = 17+56.12 - -3.21X ELEV = 5003.07 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. -2.66X -STA = 17+81.12 �� '••••'• G lox-=[ ELEV = 5002.56 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL S�ONA\- E� STA = 17+97.48 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 5005 �2,65� - ELEV = 5002.36 5005 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER -2.53X - STA = 18+17.60 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT �2 STA = 16+61.02 ELEV = 5002.26 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK - 4r5;g ELEV = 5005.39 - 0.02X TRAFFIC ON ALL SUBDIVISION ROADS. STA = 16+90.24 ELEV = 5004.62 -2.03X EXISTING MINIMUM ALLOWABLE PAVEMENT SECTION PER 5000 STA = 17+05.24_ -1.2.5 GRADE 5000 ELEV = 5004.45 -050X PRELIMINARY GEOTECHNICAL REPORT BY EEC: STA = 17+11.10 GRAD EROPosED ASPHALT PAVEMENT AGGREGATE BASE ELEV = 5004.30 G THICKNESS(IN) THICKNESS(IN) STA = 17+26.12 STA = 18+61.89 ELEV = 5003.81 ELEV = 5002.27 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 STA = 17+31.12 MINOR COLLECTOR 5.5 7.0 4995 ELEV = 5003.68 1 4995 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 16+00 17+00 18+00 19+00 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. W CO 5020 5020 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W MIDDLE FARM WY. INFRASTRUCTURE NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. O J - U 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. ci) LL O 5015 HIGH POINT ELEV = 5006.79 1 PM STA = 17+35.22 5015 HIGH POINT STA = 15+51.30 PVI ELEV = 5002.89 I PVI STA = 15+80.88 A.D. = 1.51X 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 0. PVI ELEV = 5+00.8 - K = 51.51 ALL-WEATHER DRAINING SURFACE CAPABLE OF 00 Q 0D A.D. _ -3.21X90.00' VC SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING M Co od M co K = 28.04 -Co.o PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. �0 90.00' VC to 5010 ± N o 5010 (n z to rn* �0 oM a wIw N z J -0.55X U U +o > a. m m -1.15X Q Q 5005 -2.66y PROPOSED v --2.34X 5005 GRADE w w 2.34X IMPROVEMENTS 3.00X z LU LU START OF IMPR _ W WITH INFRASTRUCTURE SET O CO o -� _ _ a o _ _ _ 5000 0 0 _ - STA = 17+96.18 5000 + �- _ - - ELEV = 5002.19 EXISTING STA = 18+00.18 p fi GRADE ELEV = 5002.09 STA = 18+04.18 to w ELEV = 5002.19 STA = 18+13.64 4995 1 1 ELEV = 5002.47 4995 14+50 15+00 16+00 17+00 18+00 19+00 5015 5015 MIDDLE FARM WY. INFRASTRUCTURE - RFL STA = 16+00.00 5010 ELEV = 5005.69 STA = 16+76.73 5010 -ELEV = 5003.68 STA = 17+01.73 ELEV = 5003.07 EXISTING STA = 17+26.73 GRADE ELEV = 5002.56 STA = 17+51.73 5005 ELEV = 5002.16 5005 -2 43X STA = 17+61.1 TST� INC. - -ELEV = 5002.10 STA = 16+12.40 ELEV = 5005.39 _2.66y6 CONSULTING ENGINEERS -2.45X 748 Whalers Way PROPOSED -2.03X -0.56X Suite 200 Fort Collins GRADE 5000 _1.61X 5000 Phone: 970.226 0557 -0.56X JOB NO. 1230.0009.00 SCALE STA = 18+05.15 H:1"=50' V: 1"=5' 4995 - ELEV = 5001.88 4995 DATE 15+50 16+00 17+00 18+00 18+50 JANUARY 29, 2025 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 44 of 79 VERT: 1"=5' 84.0' ROW (MIN.) 6.0' 6.0' WALK 31.0' ROADWAY WALK (MIN). 7.0' 13.0' 13.0' 7.0' (MIN). y PKWY (MIN ) ~PKWY. (MIN.)--BIKE LANE 10.5' 10.01 10.5' LANE TRAVEL CENTER TRAVEL z 0 m z it o co cn w ARTERIAL 2-LANE w N.T.S. I I GIDDINGS RD I w -- -- - - - KEY MAP 0 - - - - N.T.S. m BP 3+50.00 DRAWN 4995.45- _ BRB - - - - - _ 3+50 4+00 5+00 6+00 7+00 �s-= 8+00 = 9+00- 10+00 -11+00 12+00- _ 13+00 -14+00 3+50= _ - - _ _ _ _ _ - - _ _ - LEGEND CHECKED J `.i =4+00 = 5+00= _ =6+00 - =7+00= -8+00= _ =9+00= =10+00= _ =11+00 12+00= _ =13+00= =14+00 DAP - f -F -�+QO SHOD_ 00 -�A+OD F 11+00 I 12+00 -r DESIGNED BRB 3+50 -� 14+00 PROPOSED CONCRETE +09- 5+DD si00- 13+00 Bp - PROPOSED COLORED FILENAME 3+50.00 TEXTURE CONCRETE 0009-Street P&Ps-Infra 4995.91 BP - - - - - - - - - - - - - - - - - -� - - - 3+50.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTES o p,OO LUc I 4995.45 '••`ZE ••• 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL TOCAMMIN MINIMUM OF 5%OR TO MODIIFIED VING, AND PROCTOR DENSITY. COMPACTED 5010 5010 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL S ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT TONAL FU TU R EGI D D I N GS ROAD - LFL SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK HIGH POINT ELEV = 5001.02 TRAFFIC ON ALL SUBDIVISION ROADS. 00 HIGH POINT STA = 9+10.91 ao 5005 00� PVI STA = 8+63.76 +0 5005 0 N +0) PVI ELEV = 5001.50 rnLn MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 to ,. A.D. _ -1.76% PRELIMINARY GEOTECHNICAL REPORT BY EEC: + .28 K 0 VC .00' VC 142 �� 25 cNi c ASPHALT PAVEMENT AGGREGATE BASE w w II mm THICKNESS(IN) THICKNESS(IN) n a > I _ - - - - - - - - - - - LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 5000 v�i EXISTING - - - - - - - - - - _-0.55X - - w 5000 W GRADE - - - _ _ _ _ MINOR COLLECTOR 5.5 7.0 - - - - - - TWO LANE ARTERIAL COLLECTOR 7.5 11.5 -PROPOSED- GRADE V) 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4995 __ - 4995 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W CO NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED Z LU TO A MINIMUM OF 95% PROCTOR DENSITY. D J p � _ 4990 4990 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5 LL 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 D O 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF Ir SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q 0. 5010 5010 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. Co ot$ FUTURE GIDDINGS ROAD co Ix HIGH POINT ELEV = 5001.46 �N LL a � HIGH POINT STA = 9+10.91 a a 006 PVI STA = 8+63.76 +0 5005 0- CA +o PVI ELEV = 5001.93 rn� 5005 > a. 0 rn r-LO A.D. _ -1.76% K = 142.28 U U a Q M d 0>0> 250.00' VC w w F II II mlm --- LU LU (n > EXISTING ---- _ _ _ _ _ _ O LU - - - - - - - 5000 `� w GRADE - _ - - - _ - - -o.55X w 5000 CO - - - V) a 1.21X� - - - - -PROPOSED W GRADE N 4995 - - 4995 4990 F 4990 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 5010 5010 FUTURE GIDDINGS ROAD - RFL HIGH POINT ELEV = 5001.02 n n rn HIGH POINT STA = 9+10.90 o0 5005 ads PVI STA = 8+63.76 +0 5005 0 00 +rn PA ELEV = 5001.50 0)'0 0 rn A.D. _ -1.76% K = 142.28 n >> 250.00' VC W W co II II mlm _ - TST, INC. > - - - - - - - _ _ W CONSULTING ENGINEERS 5000 N w _ - - - - - -0.55X - - - w 5000 748 Whalers Way EXISTING - - - - - � Suite 200 Fort Collins GRADE PROPOSED 1.2196 GRADE W Phone: 970.226.0557 JOB N0. 1230.0009.00 4995 - - 4995 Z SCALE H:1"=50' V: 1"=5' DATE JANUARY 29, 2025 50 0 50 100 SHEET 4990 4990 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 scale HOR VERT:: 1"=51"=5' feet 45 of 79 ' 84.0- ROW (MIN.) 6.0' 6.0' WALK 31.0' ROADWAY WALK (MIN). 7.0' 13.10, 113.0, 7.0' (MIN). BIKE--PKWY. (MIN.)- PKWY. (MIN.)--BIKE LANE 10.5' 10.0, 10.5' LANE TRAVEL CENTER TRAVEL 0 Qz it LD 0 Ln Ld > LU ARTERIAL 2-LANE GIDDINGS RD N.T.S. :4 0 0 :1E m > F Lid < KEY MAP N.T.S. - - - - - - - - - - - - - - - - - - PTPC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m - - - - - - - - - - - - -15+37.99 15+60.00 PI. 4998.83 4998.83 22 PC +15.14" 21 +90.14:" DRAWN -198,97 PT • • 5003.39 14 t " . 10+99.52'... - . - -DUUZ.01 BRB 4998.93 4999.40 2+00 23+00 CHECKED 19+00 DAP I i 20+00 21+bb 13+00 14+00 16+00 17+00 N GINDING S R Q 18+00 - - - 15+00 7; DESIGNED 22�00 21+00- 23+b'O*'-" 20+00 18+00 191400- -14+00 115+00 -16+00 17+00 13+00= BRB 5+15.1]4, --L 002.51 15+00�� 21+00 21+00 17+00 18+00- 19+00 20+00 22+00 23 00 1......:24+ FILENAME 16+00 i. 13+00 14+00 0009-Street P&Ps-Infra PI: END INFRASTRUCTURE 21+15.14 22+89.38 IMP OVEMENTS. TRANSITION 5002.51 5003.39 EOP TO CORE IMPROVEMENTS LEGEND I'll 11 L - - - - - - - - - - - - - - )10 L/ - - - - - - - - - - - - - - - - - - - - - - -/ I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED CONCRETE .7 E PROPOSED COLORED TEXTURE CONCRETE rA 5010 FUTURE > PROPOSED 5010 NOTES: AL GIDDINGS ROAD LFL 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 5005 r-C-4--LOW POINT ELEV = 4998.70 -r-C4 r) i 5005 rim LOW POINT STA = 14+16.13 aj 0! 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 0)00 EXISTING- PVI STA +CY)14+16.22 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT GRADEPV1 ELEV 4998.47 4-0) _ - - - -0.51% *-- - INTERSECTION WITH SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER A.D. 1.10% GOODHEART DR AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT K = 150.61 -o.5 ------- -DUTY TRUCK SECTION SHALL BE DESIGNED FOR HEAVY 165.00' VC > 5000 LLj Uj W_ uj 5000 TRAFFIC ON ALL SUBDIVISION ROADS. 0.55X__j N-PROPOSED LLj W -0.5 GRADE oxz�;4 V)0) MINIMUM ALLOWABLE PAVEMENT SECTION PER al-1-1 ZTt7' LIJ 0_0 w PRELIMINARY GEOTECHNICAL REPORT BY EEC: V) 0) 0 STA = 14+98.97 _STA 15+99.52 +__ ASPHALT PAVEMENT AGGREGATE BASE C-U-0 ELEV = 4998.93 __ELEV = 4999.40 04--co- 0 04-- 4995 0.50X 4995 THICKNESS�IN� THICKNESS(IN) STA 15+80.00 - STA = 15+09.02- -ELEV = 4998.83 0 Il < LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Uj CO ELEV = 4998.913 < MINOR COLLECTOR 5.5 7.0 LU 1 CC STA = 15+37.994- _im TWO LANE ARTERIAL COLLECTOR 7.5 11.5 z ELEV = 4998.83- 1.9 0 U) w 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED LL 4990 4990 _j TO THE CITY OF FORT COLLINS PRIOR TO PAVING. CIO 0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 0. < > PROPOSED 5010 TO A MINIMUM OF 95% PROCTOR DENSITY. 5010 FUTURE Co Lo--- 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Lq GIDDINGS ROAD ui-I-Im cl) z Cq- 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, U. LOW POINT ELEV = 4999.14 ALL-WEATHER DRAINING SURFACE CAPABLE OF 0) SUPPORTING 4 PRIVATE DRI INCORPORATINGz 5005 r*,A--LOW POINT STA = 14+16.13 11`*�CID > 5005 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 20 PVI STA = 14+16.29 00 !--I<--S - > a. 0)0)- - +m__ PVI ELEV = 4998.91 +0) (n w _EXISTING 0.55% A.D. = 1.10% GRADE K = 150.47 VC U)w 165.00' 5! > LU uj - LU mm w 5000 Ll LLI C10 PROPOSED=l1 Ld 5000 ------- GRADE (n Ld = F_ V) (nw (L CO Go 0 4995 - 4995 II n Cn_ w 4990 1 4990 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 5010 FUTURE < > PROPOSED 5010 r- GIDDINGS ROAD RFL _ + I -LOW POINT ELEV 4998.70 A I -LOW POINT STA = 14+16.12 0 00 r-0 C-4 PM STA 14+16.28 r- 5005 5005 Ki 0! PVI ELEV = 4998.47 06 rn rq 00 0)00 1`_ EXISTING0) A.D. 1.10% -U)- +0) w GRADE K = 150.47 JL LID 165.00' VC 0.51X - 4 -9 0- TST, INC. > CONSULTING ENGINEERS 5000 w -0.71%- Ll 5000 PROPOSED w748 Whalers Way 055% GRADE Suite 200 Fort Collins - 0) Colorado 80525 Ld 0) Ld Phone: 970.226.0557 rn Ld LO- Ld + 'o JOB NO. + LO 1230.0009.00 00-0 C14 4995 - (0 00 - a4995 0 11 > SCALE H:1"=50' V: 1"=5' w V) w_j n. Cn w DA TE JANUARY 29, 2025 t 50 100 w 50 0 SHEET 4990 4990 scale HORIZ: 1"=50' feet 46 of 79 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 VERT: 1"=5' ROW (MIN.) GID S RD 6.0' 6.01 WALK 31.0' ROADWAY WALK (MIN). 7.0' 13.0' 13.0' 7.0' (MIN). --------0BIKE--w----w-PKWY. (MIN.) PKWY. (MIN.)--BIKE LANE 10.5' 10.01 10.5' LANE TRAVEL CENTER TRAVEL 0 Qz it LD 0 U) Uj ARTERIAL 2-LANE 5;LU SEE SHEET 41 N.T.S. F .34 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LLJ PI k1, pl .. KEY MAP <PI - FOR FIDDLE INTERSECTION 29+5737 - '31+32 41 FLOWLINES SEE SHEET 505 5007.07 22+90.14 q. IA. N.T.S. 5003.39 m 32+ 33+00 34+00 24+00 . 25+00 23+00 28+00: 31+00 i NO _-z_�2640_0_**' 27+00 30+00 N GIDDINGS RD ..A. DRAWN 31+00 32+00 33+00 34+00 BRB 30+00 28+00 29+00 27+00 25+00 6+00 -i +nn 34=6nn CHECKED 3 +00-- 29+00 DAP C 27+00 8+ 0 PI :24+00 rF 25+00 -31+32.41 DESIGNED 79.64 29+53 1008.96 5007.2f 3'�J'' ��5007.76 28+ .66 PI BRB 22+89.38. -Z . 29+58.1 - - - - - - - - - - - - - - - - - - - - - - - 5007.07 FILENAME - 5003 END INFRASTRUCTURE C&G et P&Ps-Infra - - - - - - - - - - - - - - +:.. . . . ..i�. ._ "*' '' '' "'' _'; . , . , !.Y 0009-Stre IMPROVEMENTS. TRANSITION .7... " z END INFRASTRUCTURE EOP EXISTING f. SIDEWALK IMPROVEMENTS. ro L LEGEND TRANSITION TO EXISTING EOP. •...... • PROPOSED CONCRETE r PROPOSED COLORED TEXTURE CONCRETE SEE SHEET 41 5020 PROPOSED FUTURE 5020 NOTES: GIDDINGS ROAD LFL 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL A r__ 00 C14 00 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 4-q-41-li-_0! 11". r- TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. -to--o n- ul 04--11". 5015 5015 + 0)_ .0-'Cmpn_v)__ 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 04 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 111 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER _cn_ _Cn I AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT V) W w SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK Uj TRAFFIC ON ALL SUBDIVISION ROADS. 5010 LLJ FOR FIDDLE INTERSECTION FLOWLINE PROFILES SEE SHEET 50-51 -1.26% I.V%- 5010 U) 1.31%- U) MINIMUM ALLOWABLE PAVEMENT SECTION PER PROPOSED PRELIMINARY GEOTECHNICAL REPORT BY EEC: GRADE-\ U) ASPHALT PAVEMENT AGGREGATE BASE -0.679- STA 30+72.46 THICKNESS(IN) THICKNESS(IN) ELEV 5008.17 5005 _L0_ (R- 5005 EXISTING LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Uj CO 0 GRADE DE -+--In- MINOR COLLECTOR 5.5 7.0 CC LU TWO LANE ARTERIAL COLLECTOR 7.5 11.5 z D UY 5000 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED U. 5000 1�_ TO THE CITY OF FORT COLLINS PRIOR TO PAVING. CO 0 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50 D 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS > CE M NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED a 0. 5020 PROPOSED FUTURE 5020 TO A MINIMUM OF 95% PROCTOR DENSITY. Co ot$ GIDDINGS ROAD 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. < m z 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, U. ALL-WEATHER DRAINING SURFACE CAPABLE OF z 5015 5015 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING FOR FIDDLE INTERSECTION PROFILES SEE SHEET 50-51� PVI STA 29+80.41 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. > a. PVI ELEV 5007.83 D 0)U-) A.D. = 0.72% __'+0 00 C� K = 242.32 -m LO +0 175.00' VC 000 W_ Uj C14 U') -S!§?. LU ww- LU 5010 LL' V)w �7 Uj CO Ld Uj 5010 m: a ac m CD V) PROPOSED I Ld GRAD w co U) N e4 tQ 5005 EXISTING 0! GRADE .1.Q__ r___�_ 5005 0.5570-- 04 4 II II - - LL_n LLJ 5000 5000 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50 5020 PROPOSED > FUTURE 5020 GIDDINGS ROAD RFL _ 00 (0 0Q__0) U) 00 _00-w--(�_ + 0 0 C-4 -K)--1`04--0- *-00-j- W__r__ Lo 0_1�:__00 +__0_0__L0_ 5015 C*4--O_+--O _r__L0_0 5015 01 LO 04 04 04 > WA <- (n W_ 00 cn-A- -- - I w TST, INC. FOR FIDDLE INTERSECTION_FU CONSULTING ENGINEERS OWLINE PROFILES SEE SHEET 50-51 w 5010 uj Uj 5010 748 Whalers Way Ld r_1 27% Suite 200 Fort Collins V) 1.31 Ld Ld PROPOSED Ld Colorado 80525 Phone: 970.226.0557 GRADE JOB NO. 0. STA 30+44.92 1230.0009.00 0.55% ELEV 5008.18 5005 =:r-- - - - - �_ SCALE -d- - - -- - - - - - - - EXISTING 00 H:1"=50' V: 1"=5' 0- GRADE 014 5007*07-2, L5+O 09 30 pe) DATE II JANUARY 29, 2025 5000 rn w 5000 50 0 50 100 SHEET __ 1 - scale HORIZ: 1"=50' feet 47 of 79 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50 VERT: 1"=5' 84.0' ROW (MIN.) GIDDINGS RD 6.0' 6.0' WALK 31.0' ROADWAY WALK (MIN). 7.0' 13.0' 13.0' 7.0' (MIN). y PKWY (MIN ) ~PKWY. (MIN.)--BIKE LANE 10.5' 10.01 10.5' LANE TRAVEL CENTER TRAVEL z 0 z it o co cn w ARTERIAL 2-LANE w N.T.S. - - - - - - - - - - - - - - - - - - - - - - - Q .:. - - - - - - - - - - - - - - - - - - - - - - - - - - - - KEY MAP 0 N GIDDINGS RD - N.T.S. - - - - - - m 1-_ - - 41+00 �+�tw 43 00 44+c 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 DRAWN t --� 1 1- BRB 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 w CHECKED 38 00 9+on 40+QQ 41+00 42+nO 43+-0Q DAP 34+M .35+00 �+89-. 37-+-99 DESIGNED BRB FILENAME - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0009_Street P&Ps_Infra RASTRUCTURE / I LEGEND �P,DO L/90.6669. _K IMPROVEMENTS. I PROPOSED CONCRETE O�� ORE �pJP,�p� -ION TO EXISTING EOP. I ^ + V PROPOSED COLORED I I TEXTURE CONCRETE 5030 5030 5040 5040 �p S�ONAL ECG FUTURE GIDDINGS ROAD - LFL FUTURE GIDDINGS ROAD - LFL NOTES: PVI STA = 37+20.95 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL PVI ELEV = 5019.30 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED A.D. = 0.97% rn ,. K = 170.43 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. °0 'n 165.00' VC PVI STA = 39+93.33 M 5025 0 c0 5025 5035 5035 o PVI ELEV = 5028.14 MN 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL A.D. _ -2.147 +N ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 63.93 K = 0 odd �'� SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER II II M^ 200.00 VC STA = 41+28.20 > +�- Giw AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT -(Do M � ELEV = 5029.63 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK ~ w .00 I - - - TRAFFIC ON ALL SUBDIVISION ROADS. 5020 w �- - 5020 5030 rn -- - 5030 N mm- M0 - _ - - EXISTING MINIMUM ALLOWABLE PAVEMENT SECTION PER LLj w EXGRANDE- MATCH GRADE PRELIMINARY GEOTECHNICAL REPORT BY EEC: N PROPOSED - _ _ -2.27% mm GRADE ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN� THICKNESS(IN) 5015 - 5015 5025 5025 _ LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 W CO - _ -1.77% MINOR COLLECTOR 5.5 7.0 W PROPOSED TWO LANE ARTERIAL COLLECTOR 7.5 11.5 Z - - - J GRADE O 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED U. 5010 5010 5020 - 5020 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+00 40+00 41+00 42+00 � � O 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED a 0. TO A MINIMUM OF 95% PROCTOR DENSITY. 5030 5030 5040 5040 Im CO pd FUTURE GIDDINGS ROAD o�oN- FUTURE GIDDINGS ROAD 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. D Q - PVI STA = 36+92.35 � � Z PVI ELEV = 5019.74 _ A.D. = 0.97% +N 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, L a N o K = 170.43 M n_ PVI STA = 39+64.73 M ALL-WEATHER DRAINING SURFACE CAPABLE OF Q Z J 5025 + 165.00' VC 5025 5035 PVI ELEV = 5028.57 - 5035 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING A.D. _ -2.14% c06 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. > a. aoo w w K = 93.63 +C4 M II oS 00 200.00' VC `O STA = 41+00.00 II > +T iii i;i -ELEV = 5030.07 M� _ r� >> EXISTING Z W W N w ui w M _w w - GRADE -- 5020 w >> S020 5030 Co N 5030 O co LU -M� - Q w - _ Ld EXISTING ,2.27X MATCH -m m - co GRADE 5015 - 5015 5025 5025 1.77%- - - PROPOSED - - GRADE 3.2�76 -PROPOSED - - -GRADE 5010 5010 5020 5020 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+00 40+00 41+00 42+00 5030 5030 5040 5040 FUTURE GIDDINGS ROAD - RFL _ FUTURE GIDDINGS ROAD - RFL PVI STA = 36+92.43 0)rn PVI ELEV = 5019.30 A.D. = 0.97% +o - - K = 170.43 V)Ln _ 5025 -^ (o 165.00' vc �,;w 5025 5035 5035 PVI STA = 39+64.81 - Cq PVI ELEV = 5028.14 A.D. _ -2.147 +a Q, w w K = 93.63 �, STA = 41+00.00 200.00' VC ELEV = 5029.63 coo o cNi -EXISTING w M� TST, INC. ao - w w -GRADE CONSULTING ENGINEERS 5020 w v v 5020 5030 - I - - - 5030 748 Whalers Way N mm 0004- 0 1.11%- I M� Suite 200 Fort Collins Colorado 80525 W MATCH Phone: 970.226.0557 to 2,27% EXISTING m m JOB NO. .GRADE I 1230.0009.00 5015 PROPOSED 5015 5025 5025 Z SCALE GRADE H:1"=50' V: 1"=5' DATE PROPOSED GRADE JANUARY 29, 2025 50 0 50 100 SHEET 5010 5010 5020 5020 scale HORIZ: 1"=50' feet 48 Of 79 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+00 40+00 41+00 42+00 VERT: 1"=5' 5010 5010 5010 5010 PAB STA = 11+09.80 zo EXISTING ELEV = 5003.56 GRADE EXISTING GRADE STA = 10+00.00- 5005 --6.73% 6.739E 5005 5005 ELEV = 5003.32 5005 0 C) N w _ _ w PROPOSED 6.73% 0.76% 0.5019 GRADE -0.5096 STA = 10+06.26 - PROPOSED 5000 ELEV = 5004.18 - 5000 5000 GRADE 5000 STA = 11+03.89 0 o ELEV = 5003.14 7 � ,,� ri c N n ^ N N + CID - o_ o C- II + O 0 � O M 0O 0O 0 H 4995 - W n 4995 4995 o -+ Lo o � 4995 cn w FII- H N W N ~- N � m -fA W DRAWN 4990 - 4990 4990 4990 BRB CHECKED 9+50 10+00 11+00 11+50 11+50 11+00 10+00 9+50 DAP DESIGNED BRB FILENAME 0009Jtoundabout and Fiddle ProfilesJnka pp0 L/c PQQ��G� 4��G GG 15 • S/ONAt- EP I f I i 11+10.15 I EP o 5003.56 11+09.80 Overall LP: 5003.56 i = 11+03.89 Rc = 5003.14 10+71.04 Overall LP: PRC 5002.90 10+38.76 W 5003.49 5002.74 J PRC 0 PRC 10+3876 ; ' f;'.' A_ 10+38.76 LL 5003:83 ,:' , . 5002.74 O BP .`:. BP ... .f_. ... y10+00.00 Y �, 10+00.00 ... _ 004 = .• y i5003.32 0. LU EP 11+10.44 00. 5003.330. ,� ., ;, PRC 11+10.15 ... s' ;; 11+09.49- - � - - - - - - - 5004.60 y:. .^:' ..r':.,�,, Overall LP:- - 5003.27 -� W Overall LP: �''.,;.' : ... 11+04.19 11+03.89 :F r .:/*/`yJ 5002.91 T� 5004.18 _10+71..38 5004.83�: ' o ,o `.' y PRC -Li m co 1- -r ' 0 10+71.68� �- y o o. 5003.75 PRC PRC "s 10+38.76Co CC 5005.48 .+. A 5004.85 y y ��- Qd BP BP J Z 10+00.00- y y // 5006.56 r �:. i '' 5006.56 , II �I I I I� II I I III O C Q I I � II� :��• ���:: � III I Q o 0 5020 5020 V i 1i%iTr;'H PoB - iZf ii iT4 i=. 5010 5010 UM PAR - WIF` PM STA = 10+58.17 PVI ELEV = 5004.06 -sa3% 5015 A.D. = 1.50% 5015 PROPOSED K = 40.00 6.73%_. GRADE - 60.00' VC 5005 5005 _ STA = 10+06.26 - ao IN -ELEV = 5006.13 _ 5010 +o _ 501000 STA = 11+03.89 `\ ° �m ELEV = 5004.18 _ o - °�M -4.00% ui co ri 5000 - o- 0 5000 -6 73% >> o Lo m -EXISTING- o 0°m PROPOSED o_ o. GRADE II )U GRADE TST, INC. + II > 5005 w w 2.50% 5005 CONSULTING ENGINEERS - �: w 748 Whalers Way II II EXISTING 6'75% Suite 200 Fort Collins 4995 4995 GRADE - - - Colorado 80525 w Phone: 970.226.0557 to - o U) STA = 11+04.19j JOB NO. 1230.0009.00 5000 0 ELEV = 5002.91 5000 o+ L0 STA = 10+06.26 _ SCALE 1" = 50' 4990 4990 ELEV = 5006.13 - II II _ STA = 11+10.44- EnS ELEV = 5003.33 DATE 11+50 11+00 10+00 9+50 �, w 50 0 50 100 JANUARY 29, 2025 _ 4995 4995 scale HORIZ: 1"=50' feet SHEET vERT: 1"=5' 9+50 10+00 11+00 11+50 49 of 79 5020 5020 5015 5015 vv�� vvw ��v I FL. LO O M N to O O 5015 5015 5010 0 N N M PM STA = 12+51.13 �_: o m: PVI STA = 14+23.16 LO +LO 0 �M PVI ELEV = 5004.77 m I 5010 100 PM ELEV = 5007.40 +o A.D. _ -1. 1 +o II II Z o A.D. = 0.71% K = 79.31 �� 0 � II II MLO 110.00, VIC �m N w to a- 0 K = 167.85 �0 0 1n > N Cd HIGH POINT ELEV = 5004.58 6 w Z 120.00 VC +O o o to w HIGH POINT STA = 12+39.50 >> can m m cn w �� o+ ww o 0 m m 0 -0.84X I >5010 ri 5010 5005 PROPOSED � 5005 w GRADE -1.65X - - - 1.31x I PROPOSED 0.55X - - - - GRADE -0.81% STA = 13+16.15 EXISTING ELEV = 5004.15 -GRADE 0.60%- _ - - - - - STA = 15+42.12 - - - - - ---- -- - - - - STA = 13+07.60 5005 ELEV = 5008.96 5005 5000 ELEV = 5004.29 - - - - - - -- 5000 1.05� 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 w a 5000 rn -o EXIsl1NG 5000 m N m GRADE II Ep DRAWN 15+52.65 BRB w 5002.23 CHECKED 4995 4995 / °° / DAP h 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 / �� / DESIGNED BRB FILENAME 0009Jtoundabout and Fiddle ProfilesJnka / �� / 0o`4• ORE•• O�Q�, X / PQQ�NSCJ o I 10+0000 5003.52 \ � / // / `� / / PC \ 13+16.15 5004.15 \ _ _ _PT 13+07.60 - \ 5004.29 PCC W 5004.30 8 \ \\ // Overall HP: I I - - - -I 12+39.50 - - -` -j - LL 11+3281 / / - - - - - - - - - - - - - - / / I - - 5004.58 5004.91 / PC I 12+05.84 I 1 /� 5004.51 , / 0. I \/ PC':` PI I 11+45.99; °f I 12+02.21 I ) 1 5005.05 1Od 5004.50 Uj / \ I I k, \ PT o I: ' ar' 0 11+88.96 Z T_ T : •.r \ / - 5004.43 / I 1 • z Q •:` PC PI j w J 10+ 5.60 7- - '�- 10+00.00- - PT_ - S BP PI �s: 5003.81 S 13+08.91 : . ;Y .. �^ .. :.�.' 5003.39 0. 13+67.08 ��• '.; 8+25.00. 42.12 P ----,-- - •. ... 5006.71 - .: ::: .� 7 - �T -5002.51 5007.06 �i- :�, • \`� ..:. - - 5008.96 - _ _ \ 15+00 14+00 13+ 10+00 00 9+00 8+25 q� 8+25 CO Q 10+00 9+00 m 15+00 1 4+00LL 00 13+ .� T•.. : r • CL 1 BP _ - c _ P .. ......... �: :. ' .. V l I ,ti' _ . ;10+00.00 - 5002.51 - , PCC 5003 50 5003.39 A 1 ♦ r a\ O I.: 5004.09 - I 7. ' 1--I i T I-�� T r T PIPT \ l 1 �r fir. 1 I T � T� T� r EP �* 1 � �T 12+84.54 �Y• J 13+42.69 \ IOveralln'PCC•u I 15+1 3 _ HP• I� r � T�1 7.7 500 .06 5006.66 � � 7 11+92.11 O ..' a.. _ _L L-L I L�- \y\ •' 5005. 05005.07 z m PCCco _ O / 11+22.38 a / �� I i� 13+16.52 / 48 5003.21 � / _ � \ 5005.66 5005.50 - PT 13+20.13{ _ - 50 0 50 100 ," \ \ 0. 13+25.63 i�'Y: ;' \ \ scale HORIZ: 1" 50' feet O J r y �,. VERT. 1"=5' / l / 5005.38 \ \ \ .13+29.56,v ,5005.33 "\ / a / - �J / q I 13+40.40 BP 5005.27 10+00.00 { ,'.: / 5001.58 / l 5020 5020 5020 5020 IFID E - nir p-mIW1-'T F i �i �i 1i F �11i i i liii��T. . . . , . „ , ..� I�...,..,�� PM STA = 12+46.81 PVI ELEV = 5005.88 A.D. _ -2.05% 5015 5015 m _PM STA = 13+97.78 5015 0 r-_� O 90.00'4VC 5015 PM ELEV = 5007.39 _ `} N co to HIGH POINT ELEV = 5005.70 O 00 A.D. = 0.719� ^M N pyl STA = 12+51.82 o + o HIGH POINT STA = 12+67.61 +O K = 168.79 0 °0 i�- ,� M m o cr o ,��^ <o PVI ELEV = 5006.52 PVI STA = 11+18.33 M o M r 120.0o Vc O II n q- o TST, INC. +o +O A.D. _ -2.11% N PM ELEV - 5002.90 i.-_ II II co m • •• M o - PVI STA = 11+26.45 0 tow m M O K = 52.07 m M o a0 PVI ELEV = 5004.08 U U - In o "� A.D. = 1.52X - - ODo �n Q- > w rn,ri N m U CONSULTING ENGINEERS >> 110.00 VC co M N - oi_ I-- N _j +O o Lo .- 5010 rn Iri �n K = 78.84 N o o r w w iii�;i iii w o_ao 0 5010 5010 to w w N o +o A.D. = 0.95� _' 5010 748 Whalers Wa UU + �� • + O-o C NO no • ao II II y I » U U o +0 120.00 VC O--in +- + K = 94.87 Suite 200 Fort Collins m m W W -� M �- �- vii,i �'n 90.01, VC +o �a Colorado 80525 ao� - II II » UU Cnw min w Uj w ao p- a U U Cn w o o N Phone: 970.226.0557 m m U U +O FQ-_:> Q_ > wlw m m >> iii ui JOB NO. 0.60X' - - I w w m-A-N- w - - - - w w U U 1230.0009.00 5005 I GRADE OW » 5005 5005 - I ml0° GRADE - 5005 SCALE 1" = 50' PROPOSED 2, 1.50X \ - STA = 15+17.73 1� m m -0.55X -0.55X ELEV = 5008.96 STA = 13+29.56 - - 0.55X DATE EXISTING - - - - - --� ELEV = 5005.33 - JANUARY 29, 2025 GRADE 1.30X 1.19x- -0.907 - EXISTING SHEET 5000 5000 5000 GRADE 5000 50 of 79 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 14+00 13+00 12+00 11+00 10+00 9+50 5020 5020 HIGH POINT ELEV = 5005.57 HIGH POINT STA = 12+55.30 PM STA = 12+39.74 PM ELEV = 5005.78 5015 A.D. _ -1.50% 5015 K = 80.09 Z O - 0 120.00 VC N O C � O N n rN C Q 9 O + co 1 5010 n o +o N o ° ° + 0 5010 LU II Q �L o � � W NUJ NUJ N W Q II I m m w w PROPOSED - w EP -GRADE tii 17+79.24 5002.23� 5005 0.9496 -0.55X 5005 -0.769E / / a - - - - - - - - - - -1.02% - - - - - STA = 15+26.65 7 ELEV = 5004.15 5000 EXISTING m GRADE �oo DRAWN BRB CHECKED 4995 4995 i / DAP DESIGNED 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 BRB FILENAME 0009Jtoundabout and Fiddle ProfilesJnka I / -, \ BP I 10+00.00 / / •••••• �5003.52 // / \ v0�• OREPC 15+26.65 / \ F •�• 10 5004.15�/� O� •....• G 10+55.19 � , - - - - -�- - - � -/ - - - - - - - - - - - - - - - - - - - - - - � S�ONALE� / 9I 5004.04 / - - - - I PT 15+18.23 '� \ \ PC / 5004.24 / I \\ 11+28. PRC62 II II 14+48.20 \\ I 5904:62 Overall HP: - I LL :f. \ 12+55.30 / O \ 5005.57 I I PCC o / 13+71.02 PCC 1.` 12+63.11 5005.05:': / .z. 0 , 5005.57 a. \ i - - tom• r , - {a is r w • .. ... ♦ • .. v .. , -_ :a ,,, .;.may;' -T r 00 a.• ,,' :':yam- z t.' • / J Y�. •a' a ,9. rT,-. ... .,; - a, 'r. , .f: t I.. .. .a • .. .. :.. .. .. ., is . Orra� 12+0 i i •I. a 1: R, _ LL- _ -_ , r . - - - - - - - _ T- - r / i � TI , T r 1+91.70 TCIO • ' \•♦. i .... 5004.28 �- ' 13-1-06.68 5004.99 \ I - \ Y Y cam. r. - _ 13+08.31 5005. Jj Pr T LU in ♦. PRC _ � � 13+85.87� � Q 10+59 03 I I 5005.43 a 5002.81 i I r r j Overall HP: \ \ \ 0 I o f r y 14+57.63 + r, \ O o � � 5005.68 I ..PCBP x 10+00.00 15+20.11 5005.49 °o 5002.10 PT PT 15+32.48 a i / 5005.445005.3 EP 15+43.68 / \\ PC 5005.27 15+28.73 ... % ' y 5005.38 a �\ � / /s.. / / �,f� � :'�• ,1.. . , ram\ ..`: :,\ , \ �"`� _ ,• . 5015 5015 P- HIGH POINT ELEV = 5005.68 HIGH POINT STA = 14+57.63 O O to M PVI STA = 14+57.64 O 7 PM STA = 11+86.76 o C� Lq PVI ELEV = 5005.83 C4 Un o N PVI ELEV = 5004.33 �'� O Li 5010 o O o +O A.D. _ -1.11% +0 5010 o+ L n A.D. _ -0.6490 +o r K = 99.17 ,� K = 172.17 N o- 110.00 VC II II +0 110.00, VC o in uj vi uS -0.55% O U U U U I w v v PROPOSED m m w w -1.24% N w Gi ui w w GRADE /- - I -0.55% TST, INC. I CONSULTING Whalers Way5005 0°0° 0.55% 5005 Suite 200 Fort Collins 1.19� 80525 Phone: Colorado0.226.0557 STA = 15+20.11 - ELEV = 5005.49 JOB NO. - - - 1 Z 1230.0009.00 - - _- STA = 15+32.48 5000 - ELEV = 5005.33 - 5000 SCALE 1" = 50' \ STA = 15+43.68 EXISTING ` \ / ELEV = 5005.27 DATE GRADE \ 1 50 0 50 100 JANUARY 29, 2025 4995 4995 scale HORIZ: 1"=50' feet SHEET 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 VERT. 1"=5' 51 of 79 CROSS SECTIONS FOR MAPLE HILL DRIVE REFER TO CENTERLINE ALIGNMENT STATIONING ON PAGES 40-41 10+00 11 +00 5016 5016 10+50 5014 5014 11 +50 5014 5014 5014 5014 5012 5012 5012 5012 12+0 0 12+5 0 z 5012 _ 5012 5012 5012 5010 _ 5ooa.4�- 5010 5010 5� .20 5010 5010 5010 5010 � 5010 0 _ cx 5010 a '02 5010 5010 a 5010 5008 `' 5008 5008 - _ 5008 5008 5008 5008 a 5008 z q 2.0%. -2.OXG O Lj 5008 5008 5008 2.0% -2.OX6 ' 5008 5006 2.0X -2 OX - 5006 5006 - - 5006 5006 -- 2.0% -2.0XG 5006 5006 __ 2.0% -2.0>r 5006 o 2.6% -2.5XK _ _ 5006 soon 5006 5006 - soos2 5006 5004 5004 5004 5004 5�oos.s9 5004 5004 ,E �4e - 5004 5004FL - 5004 LU 5004 -40 20 0 20 40 5004 5004 -40 - 20 0 20 40 5004 5002 -40 -20 0 20 40 5002 5002 -40 -20 0 20 40 5002 5002 _40 - 20 0 2D 40 5002 5002 -40 -20 0 20� 40 5002 169 t�q 09 h h ttn �I N O 15T00 LU 13+00 5012 5012 0 5010 5010 13+50 14+00 14+50 5010 5oCL 5010 15+50 5008 CIL5 5.37 5008 5008 �0 5008 5008 5004.94 5008 5008 5008 5008 5008 5008 5008 r CI. c- 5005.30 m 5006 _ 2.0X -2.0% 5006 5006 20% -2.oXG 5006 5006 1,7% -1.7Xr 5006 5006 cx 5006 5006 5006 5006 5003.70 ,E 5006 DRAWN 5004 -- - - -- 5004 5004 - -- - - 5004 5004 - - - - -- 5004 5004 - - - - 5004 5004 -- 5004 5004 CIL 5004 BRB 5002 5002 5002 5002 5002 FL 5002 5002 5002 5002 5002 5002 -- 5002 CHECKED DAP 5000 -40 -20 0 20 40 5000 5000 -40 -20 0 20 40 5000 5000 -40 -20 0 20 40 5000 5000 -40 -20 0 20 40 5000 5000 -40 -20 0 20 40 5000 5000 _40 -20 0 20 40 5000 DESIGNED BRB FILENAME N O N 009-CrossSections_Infr 16+00 5008 5008 16+50 17+00 17+50 18+00 18+50 o��Por:i��P� 5006 5006 5006 5003'a 5006 5006 _J5003.171 5006 5006 a 2.90 5006 5006 262 5006 5006 500235 5006 V;'•`c QQ�O�C,�O� a cx cx P 5004 - 5004 5004 2.0% -2.OXr 5004 5004 5004 5004 5004 5004 5004 5004 5004 ��G �S • _ 2.0X -2.096 2.4% 5002 - - - - 5002 5002 - - - - - - - 5002 5002 - - - - - 5002 5002 - - --- 5002 5002 - - -- - 5002 5002 so03.5e r soo2.� O� ......•• G� 5000 IL 5000 5000 - Fl- 5�002"� 5000 5000 5000 5000 FL 3000L.- 5000 5000 5000 5000 5000 S/ONAL 4998 -40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 4998 _40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 4998 _40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 t� h h In II NO 19+00 19+50 20+00 21 +50 5006 5006 5006 �,MI 5006 5006 5006 2 0+5 0 21 +0 0 5006 550002.63 5006 5004CIL 5004 5004 5004 5004 p' 5004 5006 5002.79 5006 5006 a 2e2 5006 5004 5004 _2.6% -2.6 - - 2.096 --2.OX _ _ 2.0% -2.OXG cx �-�2.;00% -2.OX 5002 - 5002 5002 771 - -- - 5002 5002 - - - 5002 5004 _ 2.1%-2.OX 5004 5004 - 2.091-2.OXr - � 5004 5002 - 5002 5000 5000 5000 •� •n 5000 5000 s�oo2.03 5000 5002 5002 5002 5ooz.52 soo2.52 5002 5000 5�00la2 5000 FIL 4998 -40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 5000 _40 20 0 20 40 5000 5000 _40 -20 0 20 40 5000 4998 -40 -20 0 20 40 4998 W A pp N aQjj 17,��pa.7jj -7 O0 A .O in M�1q In NO NO D O � w 22+50 23+00 23+50 F V Co > 2 2+0 0 5006 45C 208 5006 5006 5006 5006 R120JOL •70 5006 2 4+0 0 2 4+5 0 - � Z - 5006 5006 5004 5004 5004 5004 5004 5004 5006 �13 5006 5006 50 2.e0 5006 O 5004 p• 5004 5002 2.ox 5002 5002 -- 2.0% -2.OX6 5002 5002 - 2.0X -2.1X 5002 5004 5004 5004 5004pP2.0% -2.oz - - - - - - �.9% -2.oz 2.1X -2.o�s Co V J 5002 - - - - - - - _ 5002 5000 5000 5000 5000 5000 5000 5002 - __ - - - _ - 5002 5002 _ _ _ _ _ _ 5002 5000 •� 5001•� 5000 4998 �' 4998 4998 F1' 4998 4998 4998 5000 a4�17 1 1 1 5F00237 5000 pQ w � 5oo�.e3 5000 5000 m C - � El 4998 -40 -20 0 20 40 4998 4996 -40 -20 0 20 40 4996 4996 -40 -20 0 20 40 4996 4996 -40 -20 0 20 40 4996 4998 -40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 z Z az cow -S > - co a Q p p J 25+00 25+50 Z W Q 5008 1 THIN FIl)nl5008 5008 5008 2 6+0 0 NOTES: O co V 5006 5003'a 5006 5006 5006 5010THIN F1 5010 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL Q RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5004 5004 5004 5004 5008 5008 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 5002 _ 5002 5002 5002 5006 --- -- 5006 -- - - -- - 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 5000 5000 5000 5000 5004 5004 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 4998 4998 4998 4998 5002 5002 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 80' ROW (MIN.) 80' ROW (MIN.) 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 8' PKWY 8' PKWY TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 7' (TYP.) (MIN.) 7' 10' PKWY 38' ROADWAY 10' N.) WALK 38' ROADWAY WALK 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5' s' (TYP) (MIN.) 6' 5' (MIN.) 6' s' (MIN.) NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TST, INC. WALK BIKE 8# 8t BIKE WALK BIKE 8# 8f BIKE (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) (MIN.) PARKING PARKING (MIN.) TO A MINIMUM OF 95% PROCTOR DENSITY. CONSULTING ENGINEERS 11 11 11 11748 Whalers Way ~� TRAVEL TRAVEL TRAVEL TRAVEL Suite 200 Fort Collins 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Colorado 80525 1 T T I I I I Phone: 970.226.0557 LEGEND 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, JOB N0. 1230.0009.00 MINOR COLLECTOR SECTION 1 MINOR COLLECTOR SECTION 2 PROPOSED GRADE ALL-WEATHER DRAINING SURFACE CAPABLE OF N.T.S. N.T.S. FUTURE GRADE SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING SCALE 1" = 30' PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. MAPLE HILL DRIVE SOUTH OF TIMBERLINE MAPLE HILL DRIVE AND TIMBERLINE EXISTING GRADE DATE ROAD JANUARY 29, 2025 SHEET 30 0 30 60 52 0f 79 scale HORIZ: 1"=30' feet VERT: 1"=7.5' CROSS SECTIONS FOR GIDDINGS ROAD 3+ 50 REFER TO CENTERLINE ALIGNMENT STATIONING ON PAGES 45-48 5002 5002 4+00 5000 5000 5002 5002 4998 -14998 5000 5000 4996 2.0% -2.OX - _ 4996 4998 // 4998 4994 .za 4 4994 4996 - - - _ 4996 0 z 4992 FIL 4992 4994 4M 4994 IFL z it 4990 4990 4992 4992 -60 --40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 cf) o w 4+50 5+00 5+50 5002 5002 5002 5002 5002 4W4 5002 6+0 0 6+ 5 0 5000 '°3 5000 5000 a 5000 5000 5000 5002 4iR4 5002 5002 5002 LU a 4998 4998 4998 2.0% -2.09C 4998 4998 - 2.0% -2.075 4998 5000 _ 5000 5000 2.0% 2.0% i 5000 147 20% -2.0X __ - - - 2.0% -2.0 4996 771gr 4996 4996 4996 4996 49�7.70\ 4996 4998 - - 4998 4998 4998 � �, 46�7.00 ✓ ��0 �- 4994 FIL 4°98'� 4994 4994 4994 4994 4994 4996 4996 4996 � 4996 m 4992 1 1 4992 4992 4992 49924992 4994 4994 4994 4994 DRAWN -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 BRB CHECKED DAP DESIGNED 7+00 7+50 9+00 BRB FILENAME 5004 5004 5004 5004 8+00 8+ 50 5006 5006 009-CrossSections-1nfr 5002 - � 5002 5002 CL 5002 5004 5004 5004 5=.33 5004 5004 �'46 5004 2.0% -2.0X 2.0% -2.09r a a V0 L/ 5000 _ __ _ 5000 5000 - - 5000 5002 2.0% _2.0X 5002 5002 2.0% -2.OX 5002 5002 2.0% -2.0% 5002 -.••C 4998 4998 4998 5000.�� 4998 5000 _ 5000 5000 -_ 5000 5000 - 5000 pJP pC� 5000a� aooi.o2 5oot.os v0,�•�'` V 4996 FIL 4996 4996 4996 4998 5�°00'S° v 4998 4998 5F000'� 50�FL 4998 4998 4998 PQ�c,��G it 4994 4994 4994 4994 4996 4996 4996 4996 4996 4996 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -30 -40 -20 0 20 40 60 S/ANAL E 9+50 10+00 10+50 11 +00 11 +50 5004 5�007.41 5004 5004 19 5004 5004 3mrs1 5004 5004 5004 5004 5004 soot 5002 2.0% -2.09r 5002 5002 2,p% -�j•gq� 5002 5002 -2.09r 5002 5002 5002 5002 a 5002 5000 - 5000 5000 5000 5000 2.0% 5000 5000 2.0% -2.07i 5000 5000 .� 5000 4998 500°' 4998 4998 ,, 4998 ,� ,,� 4998 499 355636 4998 4998 FIL FL &FL FL FL 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 499460 -40 -20 0 20 40 604994 499460 -40 -20 0 20 40 6I04994 499460 -40 -20 0 20 40 604994 499460 -40 -20 0 20 40 604994 499460 -40 -20 0 20 40 604994 12+50 13+00 w 12+00 5004 5004 5004 5004 13+50 14+00 5004 5004 5002 a- 5002 5002 '� 5002 5002 4®99.28 5002 5002 4®99.14 5002 Ora -a. -a_ 5002 a 5002 5000 2.0% -2.0% 5000 5000 2.0% -2.OX 5000 5000 2.0% -2.19a 5000 5000 2 p% _2,p% 5000 5000 2.0% -2'0% 5000 4998 - 4998 4998 4998 4998 4998 4998 / ~ 4998 Cl) 0 4999.38 r - 4M.11 z 4®s9.3s / 4M.11N__ 4�8." 4098.84 - 4®9a71 4098.71 5 D 0 4998 4998 4998 4996 4996 4996 4996 4996 _ - 4996 4996 / __ 4996 - 0 4996 4996 4994 4994 4994 4994 4994 4994 4994 4994 Q 0 4994 4994 4992 4992 4992 4992 4992 4992 4992 4992 Co U -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 < w co Co m CO a `` Co ? > z o Q co< � 00 zw NOTES: 0 c V 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL Q RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 84.0' ROW (MIN.) NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TST, INC. TO A MINIMUM OF 95% PROCTOR DENSITY. CONSULTING ENGINEERS 748 Whalers Way 6.0' 6.0' Suite 200 Fort Collins WALK 31.0' ROADWAY WALK 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Colorado 80525 (MIN). 7.0' 7.0' (MIN). LEGEND Phone: 970.226.0557 PKWY. MIN. PKWY. MIN. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, JOB No. BIKE �( ) •( ) BIKE 1230.0009.00 LANE 10.5' 10.0' 10.5' LANE PROPOSED GRADE ALL-WEATHER DRAINING SURFACE CAPABLE OF TRAVEL~ CENTER TRAVEL SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING SCALE FUTURE GRADE 1" = 30' EXISTING GRADE PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. DATE JANUARY 29, 2025 SHEET ARTERIAL 2-LANE 30 0 30 60 N.T.S. 53 of 79 scale HORIZ: 1"=30' feet GIDDINGS RD. CROSS SECTIONS FOR GIDDINGS ROAD REFER TO CENTERLINE ALIGNMENT STATIONING ON PAGES 45-48 14+50 15+50 16+00 16+50 5002 5002 15+00 5004 5004 5004 � 5004 5004 5004 �.e8 s000.3a 5000 2.0%1-2 09; 5000 5002 .E 5002 5002 - 5002 5002 5002 5002 p' 5002 2.OX -2.Oz 4998 4998 5000 - - - _ _ 2.0X -2.OX 5000 5000 _ 1.8X -2.OX 5000 5000 - 2.0% -2.0x 5000 5000 5000 0 4996 + 74 74 4996 4998 4998 4998 - - 4998 4998 ,E 4998 4998 , 4998FL z 4994 4994 4996 4996 4996 � �98' 4996 4996 4996 4996 ' �'� 4996 o 0 0 Uj 4992 4992 4994 4994 4994 4994 4994 4994 4994 4994 w 499060 -40 -20 0 20 40 604990 499-60 -40 -20 0 20 40 604992 499-60 -40 -20 0 20 40 604992 499-60 -40 -20 0 20 40 604992 499-60 -40 -20 0 20 40 604992 18+50 17+00 17+50 18+00 5006 5006 19+00 LU Q 5004 -JWW.751 5004 5004 15001,�0 5004 5004 5w.38 5004 5004 cx ' 5004 5006 5006 0 a. a 5002 5002 5002 2.0% 2.096 5002 5002 2.0% -2.09L 5002 5002 2.OX -2.OX _ _ 5002 5004 p- .9s 5004 2.0% -2.01r - m 5000 - 5000 5000 5000 5000 5000 5000 5000 5002 2_0% -2.OX 5002 4998 _ 4998 4998 87 87 r 4998 4998 500°'� 4998 4998 4998 5000 5000 DRAWN BRB FL FL .40 4996 4996 4996 4996 4996 4996 4996 4996 4998 4998 CHECKED 4994 4994 4994 4994 4994 4994 4994 4994 499614996 DAP -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 DESIGNED E � BRB FILENAME 009-CrossSect i on s-I n fr 19+50 20+ 00 20+ 50 21 +00 21 +50 5006 5006 5006 =ONE 5006 5006 5006 5006 5003.02 5006 5006 500&n 5006 �pp0 L/c CIL 5004 ___ 5004 5004 47 5004 5004 7+ 5004 5004 V�• •�0 �O 2.OX -2.01t- 2.OX -2.OX- - . �_J 2.0%- -2.OZ- 5004 5004 _2.0% -2.095 5004 2.oX -2.oz PQQ �G 5002 5002 5002 / _ 5002 5002 5002 5002 5002 5002 5002 G GO�S� • 5000 .E 5000 5000 5000 5000 ,E _ 5000 5000 5002.57 -- 5000 5000 -- 5000 FIL 4 �W_E_ 4998 FL 4998 4998 4998 4998 4998 4998 4998 4998 4998 ��� ••••••'�G� 499660 -40 -20 0 20 40 604996 499660 -40 -20 0 20 40 604996 499-60 -40 -20 0 20 40 661 04996 499-60 -40 -20 0 20 40 604996 499-60 -40 -20 0 20 40 604996 ONA 10 S� L E� 22+ 00 22+ 50 5008 5008 5008 5008 23+00 23+50 24+00 5006 cx 5006 5006 cx 5006 5008ROSS SECTION MWN FIDDLE 5008 5008ROSS 5008 5008 ,E 5008 5004 _ 2.0% -2.OX 5004 5004 2.0% -ZOX 5004 5006 u 5006 5006 a 5006 5006 a- 5006 0.6% -1.4X 5002 5002 5002 5002 5004 3.2% ;-3.4X 5004 5004 5004 5004 0----- - - - - 5004 5000 5000 5000 - - - 5000 5002 5002 5002 5002 5002 5002 4998 4998 4998 4998 5000 FL �FIL � - 5000 5000 FL 5003' 5000 5000 500�` 5000 4996 4996 4996 4996 4998 4998 4998 4998 4998 4998 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 W 4 25+ 50 26+00 24+50 25+00 5010 CROSS SECTION THIN nni F 5010 5010 DI 50105010 26+50 Z D 5010 1 5010 5010 15010 5008 soaMa 5008 5008 CL �50 5008 5010 W_05_m 5010 so�e3 500a sa°4`78 -1'3% 5006 5006 �48 3.2% -__ -0'7% 5006 5008 5008 Z 5008 CO 75008 5008 5008 5006 2.3% 5006 5006 5006 5006 5004 - 5004 5004 I'll15004 5006 3.1X _ _ -0.3X 5006 5_ 0 yj 5004 - - _ 5004 5004 5004 5002 - _ 5002 5002 ^ - - O J 5002 5004 5004, Q 0 5002 5002 5002 ___ 5002 5000 5000 5000 5000 5002 - - 5002 Co U 5000 5000 5000 5000 4998 4998 4998 4998 5000 s� -5 5000 D Q W co FIL 499860 -40 -20 0 20 40 604998 4998-60 -40 -20 0 20 40 604998 4996 r 1 60 -40 -20 0 20 40 604996 499660 -40 -20 0 20 40 604996 49 L CO-60 -40 -20 0 20 40 604998 (D L � > Zco Q < 00 Z W V NOTES: 0 c V 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL Q RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 84.0' ROW (MIN.) NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TST, INC. TO A MINIMUM OF 95% PROCTOR DENSITY. CONSULTING ENGINEERS 748 Whalers Way 6.0' 6.0' Suite 200 Fort Collins WALK 31.0' ROADWAY WALK 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Colorado 80525 (MIN). 7.0' 7.0' (MIN). LEGEND Phone: 970.226.0557 PKWY. MIN. PKWY. MIN. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, JOB Na. BIKE �( ) �((MIN.)--BIKE 1230.0009.00 LANE 10.5' 10.0' 10.5' LANE PROPOSED GRADE ALL-WEATHER DRAINING SURFACE CAPABLE OF TRAVEL~ CENTER TRAVEL SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING SCALE FUTURE GRADE 1" = 30' EXISTING GRADE PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. DATE JANUARY 29, 2025 SHEET ARTERIAL 2-LANE 30 0 30 60 N.T.S. 54 of 79 scale HORIZ: 1"=30' feet GIDDINGS RD. CROSS SECTIONS FOR GIDDINGS ROAD 27+00 REFER TO CENTERLINE ALIGNMENT STATIONING ON PAGES 45-48 5010 ,E 5010 27+50 28+00 28+50 5008 5008 5010 soon 5010 5010 5010 5010 5010 2 9+0 0 5oo7.CL os cx 5006 - - -_ 5006 5008 a. 5008 5008 -2.4X 5008 5008 2.2% _2.IX 5008 5010 5010 3.9% 5004 5004 5006 - - - 5006 5006 - - - 5006 5006 - - - - - 5006 5008 4.7% -4 7X 5008 0 IR 5002 -- _ 5002 5004 , 5004 5004 - _- 5004 5004 - ,� - 5004 5006 - - - 5006 z 5000 5000 5002 - - - 5002 5002 5005' 5002 5002 5006.41 5006.54 sawa.89 �07'� 5002 5004 FL cx �� 5004 o w 0 I > 4998-60 -40 -20 0 20 40 604998 5000-60 -40 -20 0 20 40 6�5000 5000-60 -40 -20 0 20 40 6b5000 500060 -40 -20 0 20 40 6�5000 5002-60 -40 -20 0 20 40 6(f 29+50 30+00 31 +50 5012 5012 5012 5012 30+50 31 +00 5014 5014LU 5008.17 5010 a.73 5010 5010 CL 5010 5012 5S008.72 5012 5012 3 w•� 5012 5012 5012 ICL5008 2.0% -2.OX 5008 5008 2.2% -2' - 5008 5010 5010 5010 2.0% -2.OX 5010 5010 2'0% 2.OX 5010 5006 �` � 5006 5006 5006 5008 5008 5008 _ _ _ 5008 5008 5008 m 5007.28 5007.21 5007.88 5007.87 v 500&91 � FL DRAWN 5004 � 5004 5004 5004 5006 aooe.2s sooszs 5006 5006 5006 5006 5006 FL BRB 5002 002 5002 002 5004 004 5004 004 5004 004 CHECKED -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60� -60 -40 -20 0 20 40 6� -60 -40 -20 0 20 40 6t -60 -40 -20 0 20 40 6� DAP DESIGNED BRB FILENAME 33+00 34+00 009-CrossSections-Infr 32+00 32+50 5016 5016 33+50 5018 5018 5014 a°•62 5014 5014 a 1•T 5014 5014 aZ� 5014 5016 ICE�,� 5016 5016 a 5016 �tP L/c IRE z.o% -2.oX _ _ - - - - - _ 2.0% -2.OX �•• ...Q�o�G�o� 5012 5012 5012 2.OX -2.OX 5012 5012 2.0% -2.OX 5012 5014 5014 5014 2'0% -2.OX 5014 �� 5010 5010 5010 - 5010 5010 Li 5010 5012 _- - 5012 5012 , 5012 G PQ 1 - solaee amass 1'FL 5011.78 501Z64 - - - 3013.53 0�� GpC� 5008 _ srnoaFa aa�e 5008 5008 5008 5008 5008 5010 55M2- 5010 5010 Fl- 5010 finO� �O: 5006-60 -40 -20 0 20 40 6�5006 5006-60 -40 -20 0 20 40 6�5006 5006-60 -40 -20 0 20 40 60006 500860 -40 -20 0 2I0 40 60008 5008-60 -40 -20 0 20 40 6�5008 ��� S ••..••��G� /ONAL 35+00 36+00 36+50 34+50 5020 5ma73 5020 35+50 5022 5022 5022 smae3 5022 5018 �� 5018 5018 5018 5020 5meeo 5020 5020 cx5m7.64 5020 5020 5020 a i . 2.0% -2.OX 5016 5016 5016 2.0% -2.OX 5016 5018 a 5018 5018 2.0% -2.OX 5018 5018 5018 2.0% -2.OX 2.0% -2.OX 5014 5014 5014 5014 5016 5016 5016 - 5016 5016 5ma� 5016 5012 - _ � ,k41 �� 5012 5012 - - ams.� a3•30 5012 5014 5olsae 5oleaa 5014 5014 - 5m7.2o 5014 5014 5014 amm5014.41 - - _ Fl. - - Fl. 501T.20rfL 5010 FL I FL 5010 5010 5010 5012 5012 5012 F1' 5012 5012 5012 500860 -40 -20 0 20 40 605008 5008-60 -40 -20 0 20 40 605008 501060 -40 -20 0 20 40 605010 501060 -40 -20 0 20 40 605010 501060 -40 -20 0 20 40 605010 W 37+00 37+50 Z = 5024 5024 5026 5026 38+00 38+50 39+00 O D 15 5022 0L 5022 5024 5024 5026 5023 CIL 5026 5028 5024.W 5028 5030 5030 CIL 5026.41 CO Q 5020 2.0% -2.OX 5020 5022 2.0% -2.OX 5022 5024 2.0% -2.OX 5024 5026 2 0% -2 OX 5026 5028 CL 5028 C Z a 2.0% -2.OX 5018 5018 5020 - 5020 5022 / 5022 5024 5024 5026 , - 5026 �_ O 5016 a 7-2 5016 5018 19 I 5018 5020 _ / yam 5020 5022 _ 5022 5024 M97 5024 Q O _- FL _ 5014 5014 5016 5016 5018 FL 5018 5020 5020 5022 5022 V 501260 -40 -20 0 20 40 6a5012 501460 -40 -20 0 20 40 6�5014 501660 -40 -20 0 20 40 60016 501860 -40 -20 0 20 40 60J 50 -60 -40 -20 0 20 40 6�5020 � Q W co a `` Co ? > co z o 39+50 40+ 00 40+ 50 Q 0 41 +00 � � O � 5032 •� 5032 5032 74 5032 5034 5034 Z W C 5030 � 5030 5030 - - 5030 5032 5032 5034 5034 z.o% -2.0X a°07 V 5028 - 2.0% -2.0X 5028 5028 5028 5030 - 2.09G -2.OX 5030 5032 5032 O -� 2.0% -2.OX 5026 5026 5026 50�30 5026 5028 5028 5030 - - - 5030 NOTES: _ 5024 FL 5024 5024 5024 5026 FIL 'Fl. 5026 5028 5o�.a3 5028 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL FL 502260 -40 -20 0 20 40 6�5022 50 -60 -40 -20 0 20 40 605022 502-60 -40 -20 0 20 40 605024 502-60 -40 -20 0 20 40 605026 RECOMMENDATIONS MUM OF 5%OR TO PAVING, AND MODIIFI D PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 84.0' ROW (MIN.) TO THE CITY OF FORT COLLINS PRIOR TO PAVING. CONSULTING ENGINEERS 748 Whalers Way 6.0' 6.0' 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Suite 200 Fort Collins WALK 31.0' ROADWAY WALK NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED Colorado 80525 (MIN). 7.0' 13.0' 13.0' 7.0' (MIN). LEGEND TO A MINIMUM OF 95% PROCTOR DENSITY. Phone: 970.226.0557 BIKE PKWY. (MIN.) PKWY. (MIN.) BIKE JOB Na. 1230.0009.00 LANE 10.5' ~ 10.0' 10.5' LANE PROPOSED GRADE 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. TRAVEL CENTER TRAVEL FUTURE GRADE SCALE 1" = 30' EXISTING GRADE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF DATE f-1 lMr'1 M'rlAl^ AA 'r^klf^ MMRIATf I'1171\ire IA1/1/U9M^mA99Aln ANUARY 29, 2025 SHEET ARTERIAL 2-LANE 30 0 30 60 N.T.S. 55 of 79 scale HORIZ: 1"=30' feet GIDDINGS RD. �• A. r° . d a �d .q:, . ° _O 6.89 7.23 Q�O •d '.° e. e CLI d. 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N O °°° 6.56 N '��_� ° a .3.r d 748 0 alers Way 'S �, N ° ° \ Suite 2 Fort Collins °. °. \\ \ p ` 3.57. °• 3.61 d• \ a Colorado 80525 l 6.70 - � d 'd � � . . \� ° Phone: 970.226.0557 _ 3.27 . .° JOB NO. d \ \ - 6.85 ° ad_ ad ° L a 4 % 1230.0009.00 cd .°•, da. \\ \ - v., �\\V ..;d " -- _ _ ° d d' °��•¢ SCALE A n r \V, 3.48`. a 1 =20 \ d ° d °.. 3. 61 \ / \v:°'' d °d a a �e °°' \�ry DATE JANUARY 29, 2025 SHEET 20 0 20 40 56 of 79 scale 1"=20' feet Z O H V) IL Z � O c) U) N w LLI w Q 0 m DRAWN BRB /. CHECKED DAP e"r � ° • °.y .� �-> '�. 4•SQ' DESIGNED eu IjCK KEY MAP BRB vCK N . T.S. FILENAME BI�SIFR 0009_HCP_Infra .'.. 13 0p, Lin OMAPLEvf-o�,Vwo � D r.! w .., D, N// e� "p..�,.b b �� rb f✓i •.Dg �l ,' P`R ,` I� s v • e�°P . . �� G�G oo /, .`.• . D . ';°.. 4' CONCRETE PAN D Am °o �,_ P .. . 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' 4' CONCRETE PAN � a O 4.50. , e Z W �R Im 4 50, / O co TRACT B D B�UC 35442 SF Q K ,/... 1FR:D � r'y MONTAVA PHASE D / CL �� _ ^ 10 i W TST, INC. 1` CONSULTING ENGINEERS m 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 Z JOB NO. 1230.0009.00 Hq R(WOOD 30 0 30 60 SCALE 1" = 30' LN scale 1"=30' feet DATE JANUARY 29, 2025 SHEET 57 of 79 8 . >° moo °R �Gj •1 °P / o F- o_ Of U a' Ljj o � ....1�• .� �P °>' :e• . D / 13' PED. CROSSING ' 13' PED. •CROSSING ° r.. A. °,.D �. .i �"D w'b�. ,�e P ' .�� . J `..D: . e'D!s' .r.. D... ., v'p. ° .b..• .n." DRAWN BRB .e a.D. a a. d'p.° . a p :.eo... ,'. ♦' 1,•r.. • , e. •`• ' .D e.:nQO.. �': CHECKED C• ,D a Y°, r �20 D _ O •D .. R60' �. ., •. ' .. >, ..�. •° " DAP ,a > e p D > .O C- DESIGNED • e R?J D, • , •' , D ° 'D .v 11. °D� BRB t7 KEY MAP • �° r D D ee :A e 4'. bpi" .. D° , . A. ,� .. . ,: . . FILENAME e.8r p .. r R3) N . T.S. ° 0009_HCP_Infra ,. a D °'✓ •. w 1' VERTICAL CURB D. , . . . � ° . ..< . ' ° D , .. AND GUTTER .,a o d e 1' VERTICAL CURB JB ... ° >D . 6' g.e ' AND GUTTER �pDO L/c 'p ` 2" MOUNTABLE �oQ PQ a '. ••E•• ' CURB AND . .•• Vo••� �1 °' p GUTTER , P . A > A. A. °: .!. . _ Q��G OAS •<v 2.5' STANDARD C&G , n° ' � Q SECTION (TYP.) .. , . D. ••••� �O G� r , . S/ONAL •.p .,e, a , r / 'D 0o 70.0 r , a D a ,> M, 10— a ,p ♦.,D. ° °D ' ..•. _ a °s / Q� s. 13' PED. CROSSING Q' a ° 90,e e R D:n ep eA 13 PED. CROSSING R (� A. ; 1 r . .. , p... . D. Y' m °,. .. O° (O Q V� D s .. ,.: a 'P •° a /� \ /.t� C� p r 1 VERTICAL CURB t . D ,' .�� R p°b: e D ° . /1g� / Uj R5' �� .D A.D A. AND GUTTER r • QO Z ► 9 Q D . ti 1� P . 'p s P s p ., R,e $. ao® wa P O' '• / / , CO NO Z �i try °;® a D' �O � R° D: ��. ° R ., .. •p ` eP �0+ a A: ee: ( a O Q •° V' ' D Q e.r r'° eR . p + , B O Pep ° A. A ;.D . �J • 1' VERTICAL CURB (n m Q' :At. '2O OO' dPD D ..� AND GUTTER LLQ 2' MOUNTABLE : ' a CURB AND Z D .. GU KOp 1 pgotk GUTTER >� Z OJ G e R e,� .� e a ' z L O .e ,, • B D °° R D TRACT E P A. . a , oo. <; D ♦ S D' D R r O C0 79957 SF • e A a pi �.J,D p rD as , : 13.00J D ' .. p 'D. v ♦.. CDD . , LK o p ... . � .D o a 1 4 ° ° if D ,Q Rs J . . . 1 VERTICAL CURB 1 VERTICAL CURB .A , A. 80,D ;d. .. 0 , T AND GUTTER a . ;a D e �$O r AND GUTTER MONTAVA PHASED •R D INFRASTRUCTURE -p °' e "R. .. • F. as • .. .. pl A� •00J 00 ro A. .Q. •p'.a. e' .°D D > s r ' ,p 13' PED. CROSSING .. ti 200, > D..` A. 13' PED. CROSSING Qt p 1'° ,. r. s. v • D ' O e . ♦ .. a O p D p. p e. .° ,e ' a •, C'.y��• p r .J e. MONTAVA PHASED TST, INC. p n �P Cs CONSULTING ENGINEERS M ` ,p D 748 Whalers Way Suite 200 Fort Collins e A D p Colorado 80525 Q p OO h °: Phone: 970.226.0557 '4 00J D 1°0. °. JOB NO. a OR 1230.0009.00 of Z •. 30 0 30 60 SCALE , h •. — 1 30 5°O A. scale 1"=30' feet DATE c . JANUARY 29, 2025 D R e D. A SHEET R • 58of79 :; '.e. } ; u A TRACT D ' }} � s Z 129493 SF } z Of x'. } • U:. N W LLI : .• A: 'A A. Ld `• Q >A r m ARM 5 R 1=163 V1=24.6 MPH ARM 4 LEGEND DRAWN R1=165 V1=24.4 MPH EKO R2=72, V2=17.95 MPH I�, THROUGH PATH (R1, R2, R3) CHECKED R3=100, V3=20.37 MPH .. 4 R2=80, V2=18.69 MPH DAP R4=115, V4=21.5 MPH , .: �Y R3=155, V3=24.12 MPH LEFT TURN (R4) DESIGNED R5=130, V5=22.5 MPH '< : R4=75, V4=18.22 MPH • _- '' R5=105, V5=20.75 MPH EKo RIGHT TURN (R5) FILENAME 4 ` OFFSET FROM FL 5' . ...................... . 0009�'AST PATH-Into ... . .:..' ... 4. _ FLOWLINE p0 L/ V E :r ' f' ' V • 0 vO a •, .:" • .,• •,, i !4. ,. • •. y. b' "'A• a' I '•N .i S .:,. .. ..�• a. •: i a': .d:, y ARM 6 y . . r. �. .•f.. ••'S • .jw•• .a• R1=100 V1=20.37 MPH R2=130, V2=22.54 MPH R3=65, V3=17.25 MPH -" I a R4=55, V4=16.17 MPH R5=135, V5=22.87 MPH LU ;.} A 1Z y.: -• :: • Q TRACT E ARM 3 0. 79957 SF a R1=115 V1=21.5 MPH Co V A-A . R2=110, V2=21.13 MPH ( . f♦ > oC co ,� •a: q R3=60, V3=16.72 MPH — � I °` R4=50, V4=15.60 MPH 0 Q • R5=115, V5=21.5 MPH mCA) LL _ a", t Co EL A. Co LU ' LL .l. : •" 4 :1. .>' �.�� �� \ ? - ... a. .. r . • co j a • a a ' 0. . \ \ LL • •. .•• ♦ 4 •..i 4 A. ` ARM 2 R1=135 , V1=22.87 MPH ARM 1 R1=70 V1=17.75 MPH R2=55, V2=16.17 MPH R2=92, V2-19.72 MPH 'I.� R3=100, V3=20.37 MPH A. • R3=142, V3=23.32 MPH R4=105, V4=20.75 MPH R4-53, V4-16 MPH R5=130, V5=22.54 MPH R5=60, V5=16.72 MPH A. I. Y. TST, INC. CONSULTING ENGINEERS / 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1"=40' 40 0 40 80 DATE scale 1"=40' JANUARY 29, 2025 feet SHEET 59 of 79 °.' 4 ` ° ;4`_°. !� <. Z •''' -r? 'n�1 Z Of p C) A U) • a• �. (n w "••a°• a• ` ' ` ' • �\ . M'. :: a '.� •. �...+•,' • ` .. :1...y::' A, .f `... �.�.a A. ' a oo Jq A'• • ' ` `,.!• °,��!e•. �9`. - .. ` ..fir. . \ . IV °'.. 1 .4 •� 4.. �:�! ..: \ DRAWN a : >A : :�.:' EKO •y `.°' •'�. CHECKED / — — DAP a.: It DESIGNED EKO • `' ` ° ! / °'.� i:' •w a... �• FILENAME ; 0009_SIGHT DISTANCE • ;� • - ..J Pp0 Lac r• t •.' p�- J,r _ .'. �.: ♦ V ..:.x. .. .: .. A. •A �4 4... I . .4• Q O a• A. S�ONAL E� _ \ \ ..r . A. ,R . •p.• r ^°. ••' : • a' .. •J :• ,.J• •, y. • a.. d.: :;.. •r / I K: s". �•' ..A) a�'• .q 1`, / .F1t / \ 1. : •. 4J . ' ` - . . 'per •� :. 1 ,�' LU •. .. / ..s I' :.. ' 'a' Q�... •? . d , q., + > I • •i , a d.' . . a c •4. i . I X Cl) Uj . .` .. co cr ..4y. IUL z co t .5....•' 6. �. • . _ . �. a••/,d• a.4•Y .. LU 400 4 \ d! !: 0. e a •4 \\ G' • ! •• f LEGEND INTERSECTION SIGHT DISTANCE (ISD) — — CIRCULATORY STOPPING SIGHT DISTANCE (SSD) PROPOSED SIGHT DISTANCE RESTRICTED AREA NOTES: FOR FIDDLE ISD BASED ON 25 MPH FOR DUTCH ROUNDABOUT ISD BASED ON 15 MPH DESIGN SPEED TST, INC. FOR FIDDLE CIRCULATORY SSD BASED ON 22 MPH CONSULTING ENGINEERS 748 Whalers Way FOR DUTCH ROUNDABOUT CIRCULATORY SSD BASED ON 20 MPH Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1'$=40' 40 0 40 80 i—EwDATE JANUARY 29, 2025 scale 1 =40 feet SHEET 60 of 79 Z O H Z a' O U) (n w w / // ' � / m -7 DRAWN BRB p G / / / CHECKED DAP / KEY MAP DESIGNED BRB N .T.S. FILENAME G E / 0009-Signage & StripingJnfra ��D > SIGHT D FOR RAISED DISTANCE a P 3 / CROSSING DETAIL KEEP PDO.On / D SPEED LIMIT SIGN TRIANGLES I �D �\ SEE SHEET 72 �.•• O�P�, O� (25 MPH) Jo D = LEFT RIGHT ��:• Q G� / MA pLt °B J • p���'GOBS C/ °e `C D ° e / A � ••� P D CCJ I� `F. o • DR 2 ° 5 FDA ?: <v CD°\ SIGHT NO •.....•• G� PE BICYCLE FOR RAISED, DISTANCE PEDESTRIAN KEEP RIGHT BICY E S�ONAk- CROSSING DETAIL ..�. E \ TRIANGLES KEEP LEFT SIGN 18 X24 A SEE SHEET 72 ° A p` ° / T e _ _ D SIGNING LEGEND O INSTALL 4' PVC SLEEVE 2 FEET BACK FROM NOSE OF MEDIAN TO ENCASE R4-7 KEEP RIGHT SIGN 24"X30" AND OM1-2 — YELLOW 9—BALL �l C .�e8� ° P /' `� ° D °° 2 © R1-2 YIELD SIGN 36"X36"X36" D R1-2 YIELD SIGN 36"X36"X36" WITH A R6-5P ROUNDABOUT CIRCULATION SIGN t i c' i \ . OD R6-1 "ONE WAY SIGN F o 5 F i ° 4 E - °:_ D\ OE W11-15P MULTI USE TRAIL SIGN AND W16-7P DIAGONAL ARROW PLAQUE D D D B ;> >a \ I QF D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) D LU ° TRACT A 2 2 e ° F D '/ > �� P 2 - - © OM4-31 BARRICADE WITH R11-2 "ROAD CLOSED" SIGN � .` ° C 46880 SF M ON TAVA PHASED J D Ae ° 3 A W2-6 ROUNDABOUT CIRCULATION SIGN Z INFRASTRUCTURE 2 Z \ O D '. e � ee W2-6 ROUNDABOUT CIRCULATION SIGN WITH RAISED CROSSWALK AHEAD PLAQUE ° D MAPLE DR D \ 5 1 - PEDESTRIAN KEEP RIGHT BICYCLES KEEP LEFT SIGN -- - - O C/) J / Dc FOR RAISED QK R1 1 "STOP" SIGN & D3 STREET NAME SIGN ° B >�_=C OSSING DETAIL S E L SEE SHEET 72 _ SIGHT _ - e DCO �- DISTANCE \ _ �_� TRIANGLES�° ` � � ° eco o \ s -- SPEED LIMIT SIGN STRIPING LEGEND A. A \ / MPH) 2 2 ° / O 4" SOLID DOUBLE YELLOW CENTER LINE LL 5D J D Q FOR RAISED \` D 2O '� PRE—FORMED THERMO— PLASTIC ARROW AND TEXT > W MARKINGCROSSING DETAIL 3 Q Q SEE SHEET 72 Q 2 ' PRE—FORMED THERMO—PLASTIC CONTINENTAL BARS g�. 2 °' — Q (18" WIDE, LENGTH VARIES) Z W Z MONTAVA PHASE D I O - / °� ED' ` TRACT B ® ------------------- 8" WHITE SKIPS (2' LINE WITH 4' GAP) _ Co C0 � / / eD .�n / 35442 SF GREEN CONTINENTAL BARS (18" WIDE, LENGTH � T p' / I I I VARIES) i z i A m ti 1 Z TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 Hq R w0 SCALE 1" = 30' OD �N DATE JANUARY 29, 2025 30 0 30 60 SHEET scale 1"=30' feet 61 of 79 TO BE INSTALLED WITH \ FUTURE ROADWAY g D H ZLD D (n W \ E° D / �� / / LLJ D° D D -_ ------ C ---------- E 2 / \ \ q p D. e` E` D o ° p. ° D ^..a ,� ♦, D°. o o D 2LLJ / I— V • ° e e °e ♦ D D n �\ F - \` \ `� �O 4 - A° °D p° D II E° / DRAWN BRB \ D D CHECKED SIGHT ° I D ° ; � 3 `\° %' / `�� �� G I DAP DISTANCE ° _ — TRIANGLES p D / D — - KEY MAP DESIGNED D BRB F \\ I SIGHT N .T.S. FILENAME DISTANCE _ — 0009—Signage & Striping—Infra / TRIANGLES °D.- / D ° / / I KEEP P O C E De — — D L/ LEFT RIGHTOMD ° e °. ° B'' ' / \ / �� •• •• PEDESTRIAN KEEP RIGHT S/ONAL TO BE INSTALLED WITH\ / / i _ BICYCLE KEEP LEFT SIGN FUTURE ROADWAY n D° SIGNING LEGEND D Q \ INSTALL 4' PVC SLEEVE 2 FEET BACK FROM NOSE OF MEDIAN TO ENCASE R4-7 KEEP RIGHT SIGN 24"X30" AND OM1-2 — YELLOW 9—BALL R1-2 YIELD SIGN 36"X36"X36" q �� / y © R1-2 YIELD SIGN 36'X36"X36" WITH A R6-5P ROUNDABOUT CIRCULATION SIGN D \/ \ \ °¢ \ e °♦ ° O R6-1 "ONE WAY SIGN 2 W11-15P MULTI USE TRAIL SIGN AND W16-7P DIAGONAL ARROW PLAQUE R X D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) e w D D De /�� \ © OM4-31 BARRICADE WITH R11-2 "ROAD CLOSED" SIGN W2-6 ROUNDABOUT CIRCULATION SIGN Z OI W2-6 ROUNDABOUT CIRCULATION SIGN WITH RAISED CROSSWALK AHEAD PLAQUE PEDESTRIAN KEEP RIGHT BICYCLES KEEP LEFT SIGN 55 U a. ° ° R1-1 "STOP" SIGN & D3 STREET NAME SIGN I II F\ \ 1 I ° / STRIPING LEGEND Q ° I ° \ °D °• I I \ TRACT E I D\ \ \ O1 4" SOLID DOUBLE YELLOW CENTER LINE U. a p > III 79957 SF ---- J , I O I I I I I PRE—FORMED THERMO—PLASTIC CONTINENTAL BARS Z F — D / m\ \ 2 D `" C (18" WIDE, LENGTH VARIES) > w p A / . I \ ° e> D° °p °I 8" WHITE SKIPS (2' LINE WITH 4' GAP) � Q E w Z MONTAVA PHASED p D I D 2 ° nD ° D /' °D B° D° B c D .I \ \ O Co INFRASTRUCTURE D B ° D q ° \ IN 3 D \ \ Qco a. - D \ \ \ D _ p Ee \ D ° D 2 D e ° MONTAVA PHASE D ° D.. \ I TST, INC. \ / / CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 q Phone: 970.226.0557 //- JOB NO. 1230.0009.00 SCALE 1" = 30' DATE ANUARY 29, 2025 30 0 30 60 SHEET scale 1"=30' feet 62 of 79 NX707 w—-W L I own x0o om On OW ..........I .......... 4,-t- off TA\'fit �� � •` �?� � � ♦ �� ♦♦ � I' �'��/ .*�\ ® J /, @�``� �� �. ` • •: AAA 3i�ti�/ �':/��� �`� � ��t ® I 07 V.06 CA,a don, I w 41 P WMI.Pla IA41F CAS -Nq am" so)all 55 0 ell, Ll R71 ng- �!go IF -rFl EWER,. /z a L=10'-0" L=15'-0" B" FOR LENGTH (L)10 FT.OR MORE,PROVIDE BARRIER INLET GENERAL ENOTES: PLAN POE DIMENSIONS D E 314IN. "CANOPpPRIVED CLASS A BEDDING CLASS B BEDDING 8" L&-4" I -4 16-4 * `T 2 FT. 7 IN CLSEE ASS 51 „ TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED MAINTENANCE ACCESS AT BOTH ENDS WITH CURB FACE 1.D IN. IN. N. N. N.409 409 5 TRANSITION 26 47 73 24 AN ADDITIONAL MANHOLE RING AND COVER. 409 CUT REINFORCEMENT BAR ACCORDINGLY. is s i/z z3 49 7z 24 `A 403 r 601 503 601 601 A ♦ NLET ISWHEN A TUSEDYPE RWITH - - E za 2 11 /2 43 54 97 49 o 2 FT. 5 IN. .1 1 L STATION PDINT AT MIDPOINT MOUNTABLE CURB AND 3D r7 53 43 96 so -{5 IN. T LOWER LIMIT OF LOWER LIMIT OF i 403 3s a so 37 97 7t F 1 12 IN. MIN. 12 IN. MIN. 36„ OF INLET ALONG FLOWLINE GUTTER,5 FT.TRANSITION L F TRENCH WALL TRENCH WALL 42 24 61 36 97 78 ' IN. 3 RODS 5 RODS ENDS OF 8 I BEAM SHALL BE CONSTRUCTED. MOUNTABLE ae za 7a zs 9a e4 I SLOPE SLOPE 0 FACE OF 8"O.C. IN 10' IN 15' 3" CLR. TRANSITION SHALL BE PAID CURB FACE sa z7 6s 3s too 90 T CURB INLET INLET FACE OF FOR TRANSITION CURB AND GUTTER. MOUNTABLE 3/4 IN.GALVANIZED ANCHOR BOLTS,NUTS AND wASHEr 6D 36 58 40 98 96 MILD STEEL,ASTM A 307.ROD LUG SHALL BE COATED DENSELY CURB CURB AND GUTTER 7z 34 t z 7s z, 96 oa wlrH COAL-TAR EPDXY PAINT OR APCRoveO eouAL. COMPACTED DENSELY + _ _ + _ _ _ _ PIPE O.D. COMPACTED PIPE�O.D. - TRANSITION CURB MATERIAL '� � ZO U - ----- - - -- --- - - - -- - C B E 60'Max 30'Min. MATERIAL — L0 30" 30" 30" 30" „ MEET SHAPE OF NORMAL BARRIER — - 3,EACH END CURB AND GUTTER HERE. ♦- FOR A V-0" PAN SLOPE 2" PER FT. — F �N 51 N4LEDIA ROD * DIRECTION DIAMETER ♦ DIA. 36 IN _ 34C 11. COMPACTED SEE CHANNEL LAYOUT ON SHEET 2. p_ I, „ 1/4 PIPE O.D. W 0 4'-4 I a8 IN: - 6: °3000 P S.I. �—3' INLET PAY LENGTH 3' g„ ! A / 72 IN. - 84 d, DCAn PIPE O.D. + e IN GRANULAR I CONCRETE MATERIAL 1/8 PIPE O.D. TRANSITION 1 TRANSITION 8 E8.5 T I 1/8 PIPE G.D. OR 4 IN. MIN. 1 „ 1/q SLOPE 2% TO GUTTER D OR 6 IN. MIN. GUTTER B PLAN VIEW GUTTER 1/z �4" I Ems---1 CONCRETEFASTENER. ♦ F I 184 LONG 11/q" R 409,8 O.C. �L►►EE FLUSH WITH 1"LEG THD. j6" ♦SLOPE=1"/FT. 601 SECTION X—X END VIEW CUT OFF OR BEND BARS TO CLEAR MANHOLE L=5'-0" L=10'-0" �L=15'-0" 3" CURB FACE 31/2 2" R END SECTION FOR REINFORCED CONCRETE CLASS C BEDDING ROCK EXCAVATION 409 601 503 409 409 409 (TYPE 2-SEC. I I MANHOLE 1+ 8., INLET STEPS CIRCULAR PIPE TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED 8,, 403 403 413 403 1 2 CLR. REQ'D.FOR ALL 601 2" CLR. *60 I/4) I 4 • 7ii 503 3'-0" _ FLU 401 0 3" CLR. 401 601 601 001 401 6 I 2,1 5%2010.C. _ 401 (/4) 1 , 51/2"O.C. F - 1 F 3" CLR. —"I D.C. I 2:1 408 PLAN E LOWER LIMIT OF LOWER LIMIT OF !�— ° _T L 12 IN. MIN. 12 IN. MIN. L=5' All H • H55' °' HS5' , 1/z PIPE SPACER 12 1 O C PLAN E TRENCH WALL TRENCH WALL L=IT OR 15'^HS5' o ° ° AND 11/q"LOCK NUT 16" MAX. - SLOPE SLOPE 8„ 91 O.C. TYP 9" D.C. °' — m D • D • D 3"CLR. 3" CLR. _ } —407 e `407 8 o e e ° - - - - - COMPACTED I UNIFORMLY PI D 0 0 o >•. D•• D•• 4 B" WALL (TYP.) - I�C��B RIS� MATERIAL PIPE O.D. GRADED ROCK OR PE 0. . ' ', 407 - - - -[8"WING rL A 1/4 PIPE O.D. COMPACTED DRAWN 407 403 403 ,. BRB 403 401 403 9' O.C. _ _ �� • • D • D • . �-'°• •e 11/q"DIA..x 24" 402 401 407 1 RIS E --SPA GRANULAR MATERIAL } SELECTED GRADED MPORARY 12" ,. ,. e ° n GALV.STEEL ROD HOLE FORDRAINAGE AMETER SHALL11" O.C. 401 11"O.C. 9" D.C. } _ SECTION F F D VI COMPACTED � CHECKED AROUND „ ° T-6"O.C. BE PLACED AT SUBGRADE _ �I L S — EN VIEW GRANULAR 1/8 PIPE O.D. 6 IN. MIN. DAP 405 406 • 405 406 405 406 (TYP.) 10 EMBEDMENT , ELEVATION OR A MINIMUM SECTION SPAN MATERIAL GR 4 IN. MIN. e ]l" D.G. 6° D.G. 6"D.G. " „ EQUIVALENT NOMINAL(IN.) DIMENSIONS NCHE DESIGNED 6 O.C. 6" O.C. 6 O.C. 6" O.C. I/q THREE INCHES BELOW END VIEW CIRCULAR ROAD BASE.THE HOLE N F—F DIAM. (IN.) SPAN RISE A B C D E pp 6'-8" Il'-8" I6'-8" -3"x3"x%"`PLATE SHALL BE PLUGGED WITH 403 ,' 24 29 18 a 1/2 39 33 72 48 BRB CONCRETE BEFORE 9"O.C. EQUIVALENT NOMINAL(IN.) DIMENSIONS 30 36 22 9 1 2 50 96 UNSTABLE S U B G R A D E S U B D R A I N DETAIL SECTION A-A REGULAR INLET ACCEPTANCE OF THE DIAM. (IN.) SPANCIRCULAR --- RISE A B C D E 36 43 27 11 1/8 60 35 96 72 FILENAME CURB FACE ASSEMBLY 42 50 31 15 3 4 60 36 96 7a D C D INLET. 39 18 4a / TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED *PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE. I I 30 38 za 9 t/z 54 ,a 72 so 49 sa 36 zt so 36 96 e4 0009_Details_Infra C L=1p'-p" L=15'-p' 36 45 29 1 1/B 60 24 84 72 54 65 40 25 1/2 50 36 96 90 601 502 lull 2"ALL AROUND 42 53 i5 3/a 60 36 96 78 2 44 30 60 36 96 96 503 112 502 504 4pg 501 409 409 4L a9 66 21 60 36 96 84 --.6 31 6a 39 B 120 LOWER LIMIT OF 502 zs t 2 eo 36 96 90 TRENCH WALL / 11 END SECTION FOR REINFORCED LOWER LIMIT OF 12 IN. MIN. SLOPE—� END SECTION FOR REINFORCED CONCRETE ARCH PIPE TRENCH WALL o 0 0 o PQO L/C 413 403 II - DENSELY o oOo 0 oOo 0 oOo o0'°O ••••••• 32 aos 403 CONCRETE ELLIPTICAL PIPE SLOPE 000°o 00000 000°o '.6"'C O N COMPACTED o 00° o 00° o 00 0 0 • �* ' ' BACKFILL ooDo 000 0 000Doo,o • CONSTANT 413 IC3 _ OooOooO OooO°°Oo=O � •,��P O�P O� 403 5'-pl, 3" CLR. MIN.0.5% SLOPE n 412 GENERAL NOTES' COMPACTED 0 CONSTANT GRANULAR OR 9" D.C. 407 BII 4�8 n N 3-4 406 405 REVISED CDOH M-603-10 GRAVEL OO,Oo 00 401 3 CLR. o O�o 'po 0 \� �f� �� �� - 1' UNIFORM �iD oD Do o�000 • \S�� 413 6' D.C. 6 O.C. CONCRETE END SECTIONS ARE TO BE FILTER �o o a 000 000Oo O GO • H >5' 411 412 T 4 IN. MIN. o°000 o°o°000 FURNISHED WITH TOUGE OR GROOVE AS o 0 0 ,°o o° o o C� • 411 412 413 I " SECTION B-B REQUIRED. o 000°o 00000 °o°o' °oo° PERFORATED OR o° Oo° Oo° Oo°O�O Q `Q� • 403 410 I I I ii II >°aoao DODO 0000°0�00 6 IN. MIN. ` • •• i �� VARIABLE I I I T END VIEW INSIDE CONFIGURATION AND JOINT OF CONCRETE o 000 00o O°o0o 00 SLOTTED PIPE FILTER �O� •••• • Cj C D �J C �J D �J I7 END SECTION AND PIPE SHALL MATCH. 1 1/2 IN MATERIAL S/ONAL I NOTE: MANHOLE RING AND COVER STATION POINT a. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN 2"CLR. ' NOTES: 405 AND OUTFLOW PIPE SHALL BE LOCATED ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM SECTION A-A INLET AT THE SAME END OF THE INLET. LARGE STONES, 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. 3-411 OF 15 LINEAR FEET OF THE OUTLET END OF THE 12" 406 11" D.C. ARE MECHANICALLY LOCKED TOGETHER. END SECTION BROKEN CONCRETE, ETC. WITH DROP BOX N H>5 FT. SECTIONS C-C & D-D (DOTTED BARS ARE IN SECTION D-D) LENGHTS, WHEN USED, WILL BE INCLUDED IN THE (IF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, 15 L.F. REQUIRED. SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. Computer File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO. Creation Date: 07/31/19 De1l:: Comments 2829 West Howard Place M-604-12 CONCRETE END SECTIONS STORMWATER BEDDING REQUIREMENTS Designer Initials: JBK R-X ® CDOT HQ,3rd Floor Last Modification Date: 07/31/19 R-X C Denver,CO 80204 CITY LL APPROVED: CITY OF APPROVED: Phone:303-757-9021 FAX:303-757-9868 TYPE R Standard Sheet No. I of 2 FORT COLLINS DETAILS FORT COLLINS DETAIL Detailer Initials: LTA R-x STORMWATER STORMWATER CAD Ver.:MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch:July 31,2019 Project Sheet Number: �In'S FORT O S. CO. CONSTRUCTION DETAILS DATE: 01/31/01 D — 15 /"� CO��Ins FORT UTILITIES CO. CONSTRUCTION DETAILS DATE: 1/12/00 D — 1 (970) 221-6700 DRAWN BY: NBJ (970) 221-6700 DRAWN BY: SKC WIRE SCREEN CONCRETE BLOCK (APPROX. 1/2 IN. MESH) °...d MM MM FILTER FABRIC W STEEL OR WOOD POST Z J � � Q n e ° � 0 LU � � Q A GRAVE X F13/4 IN. DIA.) -III I I BACK FILLED TRENCH - m Z �TMA r -I- n � dU. e az > _ D FILTER RIC OA CH SECURELY TO a k STEEL OR WOOD POST C0 COMPACTED BACK FILL RUNOFF O Z A GRAVEL FILTER — — — — _ T� O -111-1 I I-1 I —III Li 1- _�—r APPROXIMATELY i PLAN VIEW 4 IN. X 4 IN. TRENCH i(- OVERFLOW WIRE SCREEN -I 1=1 -I I -I I I-I I -I I I-I 11- �-III-I _-I I I-I I -I 11-_1 10 IN. I I I=I 11=1 I -I I I 11-I I I-I I I-1 I I-I I I-1 I I-I I GRAVEL FILTER MIN. -III (III=III= III—III—III—III-III III=1 A-1 ❑ ❑ ❑ ;III-111 I I-1 I-1 =1T1-I III- I�I-III-III III RUNOFF 1=I I I I I-1II-III-I I - ❑ Ilk❑ ❑ '11= III-III=1TI-1 j SECTION VIEW CONCRETE BLOCK FILTERED WATER SECTION A—A GENERAL NOTES: 1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 GENERAL NOTES: ACRES PER 100 FEET OF FENCE. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM 1. INSPECT AND REPAIR FILTER AFTER EACH STORM 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE REMOVED FROM TRAVELED WAY OF ROADS. OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT SEDIMENT BASIN OR OTHER FILTERING MEASURES. BASIN OR OTHER FILTERING MEASURE. AREA INLET FILTER GRAVEL SILT FENCE CITY OF APPROVED: DETAIL �pf CITY OF APPROVED: DETAIL /wy��Y FORT COLLINS STORMWATER Cw�.} /'►�� FORT COLLINS STORMWATER 1 l Collins UTILITIES DATE: 01/03/01 F6- ` V6 dins UTILITIES DATE: 11/27/00 " I FORT COLMNS, CO. CONSTRUCTION DETAILS D — 24 /"'�, Four CGLt.INS, CO. CONSTRUCTION DETAILS D — 28 (970) 221-6700 DRAWN BY: NBJ (970) 221-6700 DRAWN BY: NBJ TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB No. 1230.0009.00 SCALE N TS DATE ANUARY 29, 2025 SHEET 64 of 79 HEADWALL FOR SINGLE PIPE HEADWALL FOR DOUBLE PIPE XI X 1 GENERAL NOTES X X1 t 20" 1. CONCRETE SHALL BE CLASS B. 2" CLR.ALL AROUND (TYP.) 404 ° 2. HEADWALL SHALL BE PERPENDICULAR TO THE PIPE � UNLESS OTHERWISE 403 B X2 00 02 Y_ Ba X2 Ba - . Bc X SHOWN ON THE PLANS.TABULATED DIMENSIONS AND QUANTITIES MUST Ba + 56" , . BE ADJUSTED FOR SKEWED INSTALLATIONS. • D D D • D 3. FOR WINGWALL DETAILS,SEE STANDARD PLAN M-601-20. ° 4" CLR. 3" CLR. ° ° ° 3611 4. VOLUME OCCUPIED BY PIPE HAS BEEN DEDUCTED FROM STEEL AND z D , 18 o Q�QF 0° leF CONCRETE QUANTITIES. O CTRS. 0�F e 1p Q 1.5 Ba+ 24" 601 •• "S 601 1�1G601 y 75 Ba+ 12" Ba + • 5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED Y4 IN. Z Of DIMENSIONS QUANTITIES 6. ALL REINFORCING BARS SHALL HAVE A 2 IN.MINIMUM CLEARANCE. O C) ° CONCRETE STEEL A WHEN TWO OR MORE PIPES ARE LAID SIDE BY SIDE,THEY SHALL BE N o • 404 Ba BC X A X1 Al Y B X2 SGL DBL SGL DBL PLACED SO THAT THE ADJACENT PIPES WILL BE �/2 INSIDE DIAMETER 24" NOTCH, D • IN. IN. FT.-IN. IN. FT.-IN. IN. FT.-IN.IN. IN. W OPTIONAL FOR D B CU.YD. CU.YD. LBS. LBS. APART,OR /2 INSIDE SPAN APART,OR 3 FT.APART (INCLUDING WALL WINGWALLL 54 65 8-9 81 2 15-6 7 9-2 17 20 2.12 3.55 209 364 THICKNESS),WHICHEVER IS LESS. 60 72 9-6 7 17-0 10 9-8 11 21 2.35 3.99 236 414 ■ ADD 0.89 x (X OR X ) (LB.)WHEN APRON IS REQUIRED. 401 403 - -401 66 79 10-3 11/2 18-6 7 10-2 14 22 2.60 4.44 249 453 1 402 -�{A 12" CTRS. AT 402 Al 12" CTRS. Al 402 78 g3 11-9 802 2F-3 111 111-2 11 24 3.181 5.29 306 527 ~fl 84 100 12-6 7 22-6 7 11-8 14 25 3.38 5.68 333 5721 X 16 X 1 .i TYPICAL BAR LAYOUT FOR CONCRETE HEADWALLS 90 107 13-3 11 2 23-9 81/2 12-2 17 26 3.66 6.08 335 593 . . D , 96 114 14-0 10 25-0 10 12-8 11 27 3.94 6.48 379 649 y= 102 121 14-9 8/2 26-3 11/2 13-2 14 28 4.24 6.89 400 664 RISE+52" RISE 108 128 15-6 7 27-6 7 13-8 17 29 4.54 7.30 424 707 24" SPAN 24" 24" DSPAN36" SPAN 24" w HEADWALL 20" HEADWALL FOR RIGID ROUND PIPE ° 36" a D D_ IN II II i :-° F�►i2� (TWO EACH TIE) MAP TYPICAL 2 SPAN + 84"--� i D. 402 TOP VIEW DIMENSIONS QUANTITIES " VAR y-4 x 4 VAR D 12" EQUIV. CONCRETE STEEL ■ D • 402 SPAN RISE X A X 1 Al y B m i Ba SGL DBL SGL DBL � . ° �8"� �8"-.•I 601 � X � � X1 IN. IN. IN. FT.-IN. IN. FT.-IN. IN. FT.-IN. IN. D. LBS. LBS. DRAWN 401 402 403 404 161172 81 59 10-9 8�/2 20-6 7 9-3 17 2 2.72 5.10 250 467 BRB ° D78 87 63 11-3 11/2 21-6 7 9-7 101/2 2.85 5.34 275 531 RIGID PIPE = Bc +6" 24"CB, 2411 47a'�- 24" 24" 84 95 67 11-9 8�/2 22-10 9 9-11 12/2 3.08 5.79 290 547 CHECKED WINGWALL . " • ° D..-_ FLEXIBLE PIPE = Ba +81I - Ba+52,, Ba D 90 103 71 12-7 7%2 24-2 11 10-3 15 3.30 6.21 321 591 DAP FLEXIBLE ARCH = SPAN + 8" ° ° 96 112 75 13-4 12 25-8 8 10-7 16�/2 3.52 6.65 314 606 OPTIONAL NOTCH STRUCTURAL PLATE ARCH = RISE + 8" , � 102 117 79 13-9 8�/2 26-6 7 10-11 9�/2 3.63 6.86 356 672 DESIGNED BAR BENDING 36 108 128 83 14-8 8 28-4 12 IF 11 2 3.96 7.51 376 699 BRB FRONT ° ° ° . D . D . D . D HEADWALL FOR FLEXIBLE PIPE ARCH VIEW � Ba+ 48" � � 2 Ba+ � + 48'�►� OPTIONAL FILLET TYPICAL WALL 12" FILENAME 0009_Details_Infra D ' 401 16 20 DIMENSIONS QUANTITIES DIMENSIONS QUANTITIES CONCRETE STEEL CONCRETE STEEL■ ° 403 1211 601 Ba X A Xl Al Y B EQUIV SPAN RISE X A Xl Al y B 1'-0" IN. FT.-IN. IN. FT.-IN. IN. FT.-IN.IN SGL DBL SGL DBL Ba FT.-IN. FT.-IN.FT IN IN. FT.-IN. IN. FT. IN. IN. SGL DBL SGL DBL 0� L� „ I I CU. YD. CU. YD. LBS. LBS. IN. CU. YD. CU. YD. LBS. LBS. �P C #5 x� 0 12 41Ix411 i I O �`PN••• CENTERS,EACH 1 BEVEL 404 1 1 54 8-6 7 15-3 11/2 8-4 15 2.19 3.81 211 396 66 6-1 4-7 10-1 10/2 19-2 11 8-11 15/2 2.52 4.70 232 424 • FACE PROJECTED r 402 i I 66 9-6 7 16-6 7 9-4 18 2.38 4.70 217 454 75 7-0 5-1 11-0 10 21-0 10 9-5 9�/2 2.80 5.25 282 509 V�� INTO WINGWALL / 404 Ba 66 9-6 7 17-9 8/2 9-10 12 2.58 4.70 252 454 84 7-11 5-7 11-11 9�/2 22-10 9 9-11 12�/2 3.08 5.79 291 540 r i i 72 10-0 10 19-0 10 10-4 15 2.78 5.17 255 472 Qe �G 2'-0" MIN. / r l i 93 8-10 6-1 12-10 9 24-8 8 10-5 15�/2 3.36 6.33 309 622 / 78 10-6 7 20-0 10 10-10 18 2.98 5.56 276 499 �G \vS i 404 84 11-0 10 21-0 10 11-4 12 3.19 5.95 297 553 102 9-9 6-7 13-9 8�/2 26-6 7 10-11 9/2 3.63 6.86 379 673 Q� G� REINFORCING BARS I I 90 11-6 7 22-0 10 11-10 15 3.40 6.36 317 517 111 10-11 7-1 14-11 9�/2 28-10 9 11-5 12�/2 4.05 7.67 377 711 TOP OF FROM WINGWALL 96 12-0 10 23-0 10 12-4 18 3.62 6.79 321 597 r 120 11-10 7-7 15-10 9 30-8 8 11-11 15/2 4.36 8.28 395 731 WINGWALL FOOTING INTO 601 102 12-6 7 24-0 10 12-10 12 3.84 7.21 364 663 132 12-10 8-4 16-10 9 32-8 8 12-8 11 4.75 9.03 441 839 O� .....••• G� r THE HEADWALL 401-D. 403 36" 108 13-0 10 25-0 10 13-4 15 4.06 7.63 362 678 141 14-1 8-9 18-1 10�/2 35-2 11 13-1 13/2 5.17 9.86 448 931 S/ONAL HEADWALL FOR FLEXIBLE ROUND PIPE 150 15-4 9-3 19-4 12 37-8 8 13-7 16/2 5.69 10.88 490 953 403 159 15-10 9-10 19-10 9 38-8 1 8 14-2 11 1 5.89 1 11.25 1534tw ° TYPICAL BAR #4 x 2'-0" HEADWALL FOR STRUCTURAL PLATE ARCH INSTALLATION FLOW 0 1'-611 PROJECT 1'-011 INTO TOP VIEW INLET OUTLET INLET OUTLET , CENTER OF APRON SKEW (SEE NOTE 6) ANGLE A° 90 85 80 75 70 65 60 55 50 45 40 35 30 WINGWALL ENDS OF ENDS OF APRON 11 D HEADWALL (cosecA > FACTOR CONNECTION FLEXIBLE PIPE RIGID PIPE 1.000 1.004 1.015 1.035 1.064 1.103 1.155 1.221 1.305 1.414 1.556 1.743 2.000 WHEN APRON IS REQUIRED SKEW FACTOR TABLE Computer File Information Sheet Revisions Colorado Department of Transportation HEADWALL STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 West Howard Place M-601-10 Designer Initials: JBK R-X ® COOT HQ, 3rd Floor Last Modification Date: 07/31/19 r Denver, CO 80204 Detailer Initials: LTA ®-X Phone: 303-757-9021 FAX: 303-757-9868 FOR PIPES Standard Sheet No. 1 of 1 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English ®x Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: LU Zcc CO 1211 GENERAL NOTES 1. FOR SIZE AND LOCATION OF PIPES,SEE THE PLANS. D UJ r 2. ALL CONCRETE SHALL BE CLASS B. Q 211 3. FOOTINGS IN ROCK SHALL BE POURED OUT TO ROCK AND Q NOT FORMED IN ACCORDANCE WITH SUBSECTION 601.09(b). H 4. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED Yq IN. M 5. HEADWALL SHALL HAVE REINFORCING STEEL INSTALLED W CO z IN A PATTERN SIMILAR TO STANDARD PLAN M-601-10. O D ; H o • ° 6. THE COST OF REINFORCING STEEL SHALL BE INCLUDED IN 18" / THE WORK UNLESS THE STEEL QUANTITIES ARE LISTED INCo THE PLANS AND ARE PAID FOR SEPARATELY. U D Q Z �^ > M II ' / / i / � D� /�� 18" THICK LAYER OF RIPRAP OR Q I� ID i AS SPECIFIED ON THE PLANS T\ FINAL GRADE �� '� \I2� D Z W C0 4D O (Cl) Z I SINGLE PIPE DOUBLE PIPE 0. CONCRETE HEADWALL INSTALLATIONS SEE STANDARD PLAN M-601-10 FOR REINFORCING DETAILS. \ 2:1 SLOPE UP \ TO Y2D HEIGHT \ PIPE DIAMETER (AND EQUIVALENT DIAMETER) (IN.) 2:1 SLOPE �� \ PIPE 18 24 30 36 42 48 � \ TYPE MATERIAL SINGLE DOUBLE SINGLE DOUBLE SINGLE DOUBLE SINGLE DOUBLE SINGLE DOUBLE SINGLE DOUBLE 4" OR 6" THICK CONCRETE SLOPE Q AND DITCH PAVING WITH WELDED RIGID 1.0 1.3 1.5 2.0 2.0 2.7 2.8 3.6 3.6 4.6 4.6 6.0 WIRE FABRIC 6 x 6 - W 1.4 x W 1.4 CIRCULAR BED COURSE MATERIAL OR GEOTEXTILE FLEXIBLE 1.1 1.4 1.6 2.1 2.2 3.0 3.0 4.0 3.9 5.3 5.0 6.8 WHERE SPECIFIED ON THE PLANS 23 x 14 30 x 19 38 x 24 45 x 29 53 x 34 60 x 38 ELLIPTICAL RIGID 0.9 1 1.2 1.3 1.6 1.7 2.2 2.3 1 2.9 2.9 1 3.7 3.5 1 4.4 PIPE OUTLET PAVING ARCH METAL 22 x 13 29 x 18 36 x 22 43 x 27 50 x 31 58 x 36 MAY BE USED WITH MULTIPLE PIPES. 0.9 1.3 1.4 1.9 1.8 2.4 2.4 3.4 3.2 4.4 3.4 5.0 CONCRETE QUANTITIES FOR ONE CONCRETE HEADWALL (CUBIC YARDS) D = PIPE DIAMETER (INSIDE) SPAN D - EQUIVALENT CIRCULAR H = D + 30" DIAMETER (INSIDE) THICKNESS MATERIAL PIPE DIAMETER (IN.) C D W = 3D+18" A RISE H RISE + 30" W_= 3D +18"= 18 24 30 36 42 48 T = 0.4 H (NEAREST IN.) 4" CONCRETE 0.4 0.8 1.2 B = 1.5 D(3o" MINIMUM) T = 0.4 H (NEAREST IN.) 6" CONCRETE 2.s 3.s a.7 CIRCULAR L = W-I-4 _ LENGTH TO BE AR ELLIPTICAL CH OR B = 1.5 �Bo" MINIMUM) PER PLANS TST, INC. CONSULTING ENGINEERS 18" RIPRAP 2.0 3.5 5.4 7.8 10.7 13.9 TYPE OF PIPE HEADWALL DIMENSIONS TYPE OF PIPE HEADWALL DIMENSIONS 748 Whalers Way PIPE OUTLET PAVING (CUBIC YARDS) Suite 200 Fort Collins Colorado 80525 NOTE:VOLUME OCCUPIED BY PIPE HAS BEEN DEDUCTED. Phone: 970.226.0557 Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO JOB NO. 1230.0009.00 . Creation Date: 07/31/19 Date: Comments 2829 West Howard Place HEADWALLS AND Designer Initials: JBK R-X ® COOT HQ, 3rd Floor M-601-12 Last Modification Date: 07/31/19 ®-X � Denver, CO 80204 PIPE OUTLET PAVING SCALE NTS Phone: 303-757-9021 FAX: 303-757-9868 Standard Sheet No. 1 of 1 Detailer Initials: LTA ®-X DATE CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English ®-X Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: JANUARY 29, 2025 SHEET 65 of 79 Check Dams (CD) EC-12 EC-12 Check Dams (CD) Check Dams (CD) EC-12 EC-12 Check Dams (CD) Z LENGTH, L CD CHECK DAM INSTALLATION NOTES R C D REINFORCED CHECK DAM MAINTENANCE NOTES 0 ALTERNATIVE TO STEPS ON BANKS ABOVE CREST: Cf) IL DEFORM GABIONS AS NECESSARY TO ALIGN TOP OF GABIONS CREST LENGTH, CL 1. SEE PLAN VIEW FOR: 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. Z y -LOCATION OF CHECK DAMS. WITH GROUND SURFACE: AVOID GAPS BETWEEN GABIONS MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 0 v SECTION 8 -CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 7) o B TYP.) D SECTION -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). EROSION, AND PERFORM NECESSARY MAINTENANCE. A LENGTH L Lv (1 6 2. CHECK DAMS INDICATED ON INITIAL SWMP SHALL BE INSTALLED AFTER CONSTRUCTION 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN [if MIN') 1' 6" MAX. STEP CREST LENGTH CL FENCE, BUT PRIOR TO ANY UPSTREAM LAND DISTURBING ACTIVITIES. EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE Y (MIN) 1�, � HEIGHT 1'6" DOCUMENTED THOROUGHLY. COMPACTED rs �.. " 3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD BE OF APPROPRIATE SIZE FOR THE D BACKFILL, " . .. , ry` Ai APPLICATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12") 1 <a 6 TYP (1'6" MIN) 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON '(TYP.) '"." -,� � '"�7-� OR TYPE L (D50 9"). - DISCOVERY OF THE FAILURE. CHANNEL GRADE COMPACTED UPSTREAM AND TOP OF CHECK DAM 4. RIPRAP PAD SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1'. ROCK FILLED GABION 4. SEDIMENT ACCUMULATED UPSTREAM OF REINFORCED CHECK DAMS SHALL BE REMOVED AS DOWNSTREAM q BACKFILL HOG RINGS MIN. BURY SECURED TO NEEDED TO MAINTAIN THE EFFECTIVENESS OF BMP, TYPICALLY WHEN THE UPSTREAM SEDIMENT 5. THE ENDS OF THE CHECK DAM SHALL BE A MINIMUM OF 1' 6" HIGHER THAN THE CENTER (T•P) DEPTH 1'6" ADJACENT GABION DEPTH IS WITHIN Yz THE HEIGHT OF THE CREST. Ld OF THE CHECK DAM. CHECK DAM ELEVATION VIEW 5. REPAIR IN THEREPGABE REINFORCED EIN OUCEDDRCUTCK DAMS WHEN THERE ARE SIGNS OF DAMAGE SUCH o CHECK DAM MAINTENANCE NOTFS REINFORCED CHECK DAM ELEVATION VIEW 2 6 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 6. REINFORCED CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED CHANNEL GRADE MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 1' 6" POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 3' D50=6" RIPRAP 7. WHEN REINFORCED CHECK DAMS ARE REMOVED, ALL DISTURBED AREAS SHALL BE m FLOW MIN. EROSION, AND PERFORM NECESSARY MAINTENANCE. I I ENCLOSED IN GABION COVERED WITH TOPSOIL, SEEDED AND MULCHED, AND COVERED WITH A GEOTEXTILE BLANKET, -.�,-Y-• � 1'6" 6" MIN. OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. DRAWN EXCAVATION TO NEAT 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1'6' LINE, AVOID OVER-EXCAVATION, EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FLOW MIN (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) BRB (TYP.) DOCUMENTED THOROUGHLY. CHANNEL GRADE NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CHECKED 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON " CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DAP 050 = 12" RIPRAP, TYPE M OR DISCOVERY OF THE FAILURE. COMPACTED BACKFILL `� GEOTEXTILE BLANKET DIFFERENCES ARE NOTED. TYPE L D50= 9" (SEE TABLE DESIGNED MD-7, MAJOR DRAINAGE, VOL. 1 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CHECK DAMS SHALL BE REMOVED WHEN THE SECTION A FOR GRADATION) SECTION A SEDIMENT DEPTH IS WITHIN Y2 OF THE HEIGHT OF THE CREST. BRB 5. CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS REINFORCED CHECK DAM INSTALLATION NOTES FILENAME STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 1. SEE PLAN VIEW FOR: 0009-Details-Infra S -LOCATIONS OF CHECK DAMS. 6. WHEN CHECK DAMS ARE REMOVED, EXCAVATIONS SHALL BE FILLED WITH SUITABLE FLOW - CHANNEL GRADE COMPACTED BACKFILL. DISTURBED AREA SHALL BE SEEDED AND MULCHED AND COVERED WITH -CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). GEOTEXTILE OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). 1' MIN. , EXCAVATION TO NEAT (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRIOR TO AN UPSTREAM �P•••••• LINE, AVOID OVER-EXCAVATION •• (T YP') NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. LAND-DISTURBING ACTIVITIES. ��:•`�.PN ��P�' 0� 050 = 12" RIPRAP, TYPE M OR • Q. � '`� TYPE L D50=9" (SEE TABLE MD-7, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 3. REINFORCED CHECK DAMS, GABIONS SHALL HAVE GALVANIZED TWISTED WIRE NETTING MAJOR DRAINAGE, VOL. 1 FOR DIFFERENCES ARE NOTED. WITH A WIRE "HOGXIMUM RINGSOATNING 4" SPACINGON OF OR OTHER AND A APPROVEDNIMUM MEANS WIRE SHALLTHICKNESS USED AT ALL •\ \G 0\S� GRADATION) cr SECTION B GABION SEAMS AND TO SECURE THE GABION TO THE ADJACENT SECTION. Q�\oo�G �•��U SPACING BETWEEN CHECK DAMS SUCH THAT 4. THE CHECK DAM SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1' 6". \0� ••G� q A AND 8 ARE EQUAL ELEVATION \ ••••••• \ J5. GEOTEXTILE BLANKET SHALL BE PLACED IN THE REINFORCED CHECK DAM TRENCH S�CNM_ B EXTENDING A MINIMUM OF 1' 6" ON BOTH THE UPSTREAM AND DOWNSTREAM SIDES OF THE REINFORCED CHECK DAM. CHANNEL GRADE PROFILE ell '�` CD-2. REINFORCED CHECK DAM CD- 1 . CHECK DAM November 2010 Urban Drainage and Flood Control District CD-3 CD-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District CD-5 CD-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Surface Roughening (SR) EC-1 EC-1 Surface Roughening (SR) SC-8 Sediment Trap (ST) LU Zcc CO 0 a SR co SURFACE ROUGHENING INSTALLATION NOTES S T D LU 1. SEE PLAN VIEW FOR: RIPRAP, TYPE M (D50=12") TYP.SMALLER ROCK I Q TRACKING OR -LOCATIONS) OF SURFACE ROUGHENING. SIZE MAY BE ALLOWABLE FOR SMALLER TRAPS IMPRINTING IF APPROVED BY LOCAL JURISDICTION Q 2. SURFACE ROUGHENING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED ' GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY R RT F P O EARTHEN BEM FORECASTED RAIN EVENT. TO � � O A 3. AREAS WHERE BUILDING FOUNDATIONS, PAVEMENT, OR SOD WILL BE PLACED WITHOUT 2.1 MAX. DELAY IN THE CONSTRUCTION SEQUENCE, SURFACE ROUGHENING IS NOT REQUIRED. CIO 4. DISTURBED SURFACES SHALL BE ROUGHENED USING RIPPING OR TILLING EQUIPMENT ON 2 1 MAX. L THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS. 5. A FARMING DISK SHALL NOT BE USED FOR SURFACE ROUGHENING, FLOW M TRANSITION EXISTING g > SURFACE ROUGHENING MAINTENANCE NOTES FLOW - CHANNEL INTO W SEDIMENT TRAP a Q 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. - 7 6" MAX MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 2 1 MAX. POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE LU CO EROSION, AND PERFORM NECESSARY MAINTENANCE. O z 2:1 MAX. co FURROWS 2" TO 4" DEEP 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN c O EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 2" TO -1� WITH 6" MAXIMUM SPACING DOCUMENTED THOROUGHLY. L 4" DEEP PARALLEL TO CONTOURS 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACE UPON DISCOVERY OF THE FAILURE, SEDIMENT TRAP PLAN SR- 1 . SURFACE ROUGHENING 4. VEHICLES AND EQUIPMENT SHALL NOT BE DRIVEN OVER AREAS THAT HAVE BEEN SURFACE 0. ROUGHENED. FOR STEEP SLOPES (3:1 OR STEEPER) 6" (CENTER OF RIPRAP 6" 5. IN NON-TURF GRASS FINISHED AREAS, SEEDING AND MULCHING SHALL TAKE PLACE LOWER THAN ENDS DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRST SMOOTHING OUT THE SURFACE. 6" MINIMUM 12' MIN. 30" 6. IN AREAS NOT SEEDED AND MULCHED AFTER SURFACE ROUGHENING, SURFACES SHALL BE FREEBOARD RE-ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER RILL -.,- SCARIFYING EROSION. OR TILLING (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO. NOT AVAILABLE IN AUTOCAD) SECTION A NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CHANNEL GRADE 1, . 2. 6, MINN. FLOW ROUGHENED ROWS SHALL BE 4" TO 6" MIN. RIPRAP, TYPE M MAY 2") TYP. 4" TO 6" DEEP WITH 6" MAXIMUM SPACING PARALLEL SMALLER ROCK SIZE ZE MAY BE ALLOWABLE FOR SMALLER TRAPS IF DEEP TO CONTOURS APPROVED BY LOCAL JURISDICTION SR-2. SURFACE ROUGHENING SECTION B FOR LOW SLOPES (LESS THAN 3:1) ST- 1 . SEDIMENT TRAP TST, INC. CONSULTING ENGINEERS 748 Whalers Way November 2010 Urban Drainage and Flood Control District SR-3 SR-4 Urban Drainage and Flood Control District November 2010 ST-2 Urban Drainage and Flood Control District November 2010 Suite 200 Fort Collins 0525 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Colorado 26.0 g g g Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N TS DATE ANUARY 29, 2025 SHEET 66 of 79 Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) - SEDIMENT CONTROL LOG INSTALLATION NOTES 4' MAX FOR TRENCHED SCLs A SCL A S C IL 10' MAX FOR COMPOST SCLs 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. z z 9�" x 15" x 18" (MIN) 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR I- 9y" x 112" x 18" (MIN) WOODEN STAKE VERTICAL SPACING TO ANY UPGRADIENT LAND-DISTURBING ACTIVITIES. (n IL WOODENSTAKE VARIES DEPENDING Z Of ON SLOPE 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT v/) 8" DIAMETER (MIN) COMPOST _ FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, N o 9" DIAMETER (MIN) SEDIMENT CONTROL LOG �T\ HOLES AND OBVIOUS WEAR. W SEDIMENT CONTROL LOG 3• 10' M _ LU ON CENTER MP.; NOTES: 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. CENTER T HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. t.THIS DETAIL IS FOR b "t��NOTES: FLOW ----fir DIAM. USE WITH SEDIMENT 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO Ys DIA ��� / / SC �! CONTROL LOGS THAT a `�' i- A DEPTH OF APPROXIMATELY V3 OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS FLOW OF SCL DIAM. / / 1.LARGER DIAMETER ARE A MINIMUM OF SEDIMENT CONTROL G CONTINUOUS sCL DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO GS MAY NEED TO 8 LB/FT / r AT PERIMETER OF DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST CONSTRUCTION SITE LO .r Y y y / �r r r r EMBEDDED DEEPER. > / / / r / 2.PLACE LOG AGAINST STAKING. COMPOST LOGS THAT ARE 8 LB/FT DO NOT NEED TO BE TRENCHED. F SIDEWALK OR BACK OF 2.PLACE LOG AGAINST CURB WHEN ADJACENT SCL-3. SEDIMENT CONTROL LOGS TO CONTROLLd SIDEWALK OR BACK OF TO THESE FEATURES. 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR CURB WHEN ADJACENT SLOPE LENGTH FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY o TO THESE FEATURES. COMPOST SEDIMENT CONTROL LOG (WEIGHTEDI ROLLER PACTED INTO OWNHIE SHAPE N PLACE,OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN TRENCHED SEDIMENT CONTROL LOG CENTER STAKE IN CONTROL LOG 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS, INSTRUCTIONS m CENTER STAKE IN CONTROL LOG 3" 9" DIAMETER (MIN) COMPOST DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A SEDIMENT CONTROL LOG MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF DRAWN COMPACTED EXCAVATED 3" 9" DIAMETER (MIN) BLOWN/PLACED FILTER THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST TRENCH SOIL SEDIMENT CONTROL LOG MEDIA OR SOIL LOGS SHOULD BE STAKED 10' ON CENTER. BRB Ys DIAM. SCL (TYP.) FLOW -= FLOW -- *- SEDIMENT CONTROL LOG MAINTENANCE NOTES CHECKED '<r�r,R✓����` � r DAP 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS DESIGNED 6" POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE BRB EROSION, AND PERFORM NECESSARY MAINTENANCE. FILENAME SECTION n 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 0009_Details_Infra SECTION A COMPOST `_SEDIMENT CONTROL LOG EFFECTIVE DPT OTROUG CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE TRENCHED SEDIMENT CONTROL LOG 12" OVERLAP 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DO LAC (MIN.) DISCOVERY OF THE FAILURE. �LP�..... 12" OVERLAP 1Y2" x 1l§" x 18" (MIN) O��•�p,N WOODEN STAKE 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS V:•� QQ�Q�G`�Q (MIN.) NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED t3�" x 1}Z" x 18" (MIN) SEDIMENTS IS APPROXIMATELY )¢ OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. P �� WOODEN STAKE 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CON STRUCTIO N.COMPOST 9" DIAMETER (MIN) FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE Q ��� •.�:\��/ TTT � TSEDIMENT CONTROL LOG AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH 9" DIAMETER (MIN) TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY SEDIMENT CONTROL LOG LOG JOINTS THE LOCAL JURISDICTION. S�ONAL LOG JOINTS (DETAILS ADAPTED FROM TOWN OF PARKER. COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO, AND CITY OF AURORA. COLORADO, NOT AVAILABLE IN AUTOCAD) SCL-2. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SCL- 1 . TRENCHED SEDIMENT CONTROL LOG CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. November 2015 Urban Drainage and Flood Control District SCL-3 SCL-4 Urban Drainage and Flood Control District November 2015 November 2015 Urban Drainage and Flood Control District SCL-5 SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) LU Z cc CO TC O � J _ � a VTC _ \ / /� � V � 1/Uw VTC/ VTC/ STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES � W DITCH TO CARRY v v �n/� T Q 1. SEE PLAN VIEW FOR > � Q 20 FOOT WASH WATER TO I V I I \ -LOCATION OF CONSTRUCTION ENTRANCES)/EXIT(S). Q (WIDTH CAN BE SEDIMENT TRAP -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, LESS IF CONTT. OR BASIN CONSTRUCTION MAT OR TRM). IM co Z q / VEHICLES ARE PUBLIC / 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE PHYSICALLY ROADWAY / USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) O CONFINED ON DISTURBED AREA, WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. BOTH SIDES) "aY CO CC SITE, SIDEWALK OR OTHER 50 FOOT (MIN.) STABILIZED STORAGE AREA 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS L PAVED SURFACE t0� NOTE: WASH WATER MAX, OR STAGING AREA WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. --_ _ OO O � MAY NOT CONTAIN CHEMICALS OR SOAPS EXISTING 12' MIN 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND WITHOUT OBTAINING PAVED CONSTRUCTION MATS, WOVEN OR TRM DISTURBING ACTIVITIES. Y A SEPARATE PERMIT WASH RACK ROADWAY it S. A NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED a Q ` 50' MIN CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT 9" (MIN.) SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. Co 6'7" MIN. STABILIZED CONSTRUCTION ENTRANCE�/EXIT MAINTENANCE NOTES O CO O P 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. PUBLIC UNLESS OTHERWISE SPECIFIED MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS ROADWAY BY LOCAL JURISDICTION, USE 18 MIN POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE CDOT SECT. #703, AASHTO #3 REINFORCED CONCRETE RA K Q SPIKES OR 4" (MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE �0 STAKES EROSION, AND PERFORM NECESSARY MAINTENANCE. 0. COARSE AGGREGATE OR 6" MINUS ROCK GUARD FOR CONCRETE RACK) Q�` G' ., 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN SECTION A EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE NON-WOVEN GEOTEXTILE FABRIC `LQ�O,Z�G�d�`' TRM END OVERLAP WITH DOCUMENTED THOROUGHLY. BETWEEN SOIL AND ROCK } �Al J�' �O SPIKES OR STAKES J Q- 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 4��0 �r", ,, CONSTRUCTION MATS, WOVEN o Q p�CQ OR TURF REINFORCEMENT STRAP DISCOVERY OF THE FAILURE. p C'Q2 MAT (TRM) CONNECTORS UNLESS OTHERWISE SPECIFIED BY LOCAL �0 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH o ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE > CONSTRUCTION MAT END OR 6" MINUS ROCK 9„ (MIN.) WASH RACK d RESTRICT CONTT. VEHICLE OVERLAP INTERLOCK WITH 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND ACCESS TO SIDES OF MAT STRAP CONNECTORS AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED z DOWN STORM SEWER DRAINS, _ � NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. a T w CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN NON-WOVEN GEOTEXTILE 20' TO AS REQUIRED TO ACCOMMODATE DIFFERENCES ARE NOTED. �' FABRIC ANTICIPATED COMPACTED SUBGRADE TRAFFIC (WIDTH (DETAILS ADAPTED FROM CITY OF BROOMFIELD. COLORADO. NOT AVAILABLE IN AUTOCAD) SECTION A AN BE LESS I I CONTT. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) VTC-3. VEHICLE TRACKING CONTROL W/ CONSTRUCTION VTC- 1 . AGGREGATE VEHICLE TRACKING CONTROL MAT OR TURF REINFORCEMENT MAT LTRM) TST, INC. CONSULTING ENGINEERS 748 Whalers Way November 2010 Urban Drainage and Flood Control District VTC-3 VTC-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District VTC-5 VTC-6 Urban Drainage and Flood Control District November 2010 Suite 200 Fort Collins 0525 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Colorado 26.0 g g g g Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE NTS DATE ANUARY 29, 2025 SHEET 67 of 79 SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 SILT I P INLET GRATE I P FENCE I P eFLOW O CIP A13AREASEE ROCK SOCK DESIGN YINLET O_SEE ROCK SOCK DETAILDETAIL FOR JOINTING ROCK L � wROCK SOCKS FOR JOINTING SHEET SILT > 0 SOCKS 16" CINDER 16" CINDER FLOW FENCE B D (12" MIN.) LU BLOCKS L FLOW BLOCKS O ROCK SOCK �� ECB 2:1 MAX CULVERT 2"x4" WOOD STUD ; _ -I- 1 >3 1' MIN END SECTION RiC MIN. CURB INLET INLET 2' MAX OF WALL UPSTREAM ROCK ROCK SOCK Of WATTLE SOCK 2"x4" WOOD - SECTION A - L CONCENTRATED ECB 4 STUD ROCK FILTER FLOW IP-1 . BLOCK AND ROCK SOCK SUMP OR ON GRADE Q(USECIF F°ow INLET PROTECTION IP-3. ROCK SOCK SUMP/AREA INLET PROTECTION IS CONCENTRATED) CULVERT INLET PROTECTION SECTION A I12-5. OVEREXCAVATION INLET PROTECTION PLAN 10" MIN, BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES OVEREXCAVATION INLET PROTECTION INSTALLATION NOTES --_ -� 'i 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES f > 1. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT m 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. '�_ YET REACHED FINAL GRADE AND SHOULD BE USED ONLY FOR INLETS WITH A RELATIVELY KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP 2. CONCRETE "CINDER" BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FACING AWAY FROM THE CURB. 2. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR SMALL CONTRIBUTING DRAINAGE AREA. KEY IN ROCK SOCK 2" ON EARTH DRAWN INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 2. WHEN USING FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH SECTION B gRg 3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ORIENTED TOWARDS DIRECTION OF FLOW. ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL. INLET GRATE .CIP- 1 CULVERT INLET PROTECTION 3. SEDIMENT MUST BE PERIODICALLY REMOVED FROM THE OVEREXCAVATED AREA. CHECKED MINIMUM OF TWO CURB �SF� CULVERT INLET PROTECTION INSTALLATION NOTES DAP SOCKS APPROX 30 DEG. BLOCK AND ROCK SOCK INLET INLET GRATE o PROTECTION(SEE DETAIL IP-1) �` (A ° 1. SEE PLAN VIEW FOR DESIGNED �' �' SILT FENCE (SEE SILT -LOCATION OF CULVERT INLET PROTECTION. L SF FENCE DESIGN DETAIL ) ° ° BRB 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING CURB SOCK DETAIL. FILENAME Y'._,. ,_ o o CULVERT INLET PROTECTION MAINTENANCE NOTES 0009-Detail s_Infra FLOW 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. IP-4. SILT FENCE FOR SUMP INLET PROTECTION STRAW BALE (SEE STRAW MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS S' MIN 3'-5' TYP. POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE p.0 O L/ BALE DESIGN DETAIL) EROSION, AND PERFORM NECESSARY MAINTENANCE. OFLP.••••.C ° 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN �� IP-2. CURB ROCK SOCKS UPSTREAM OF SILT FENCE INLET PROTECTION INSTALLATION NOTES EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE �• PQQ���G�\ INLET PROTECTION DOCUMENTED THOROUGHLY. 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. P-6. STRAW BALE FOR SUMP INLET PROTECTION ��G �S • CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON r2. • POSTS SHALL SPACING OF 3 FE A EACH CORNER OF THE INLET AND AROUND THE EDGES DISCOVERY OF THE FAILURE. AT Q` `Q� •� 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS. ` ••�G�� STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE \O ..•••. 2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 30 DEGREES FROM PERPENDICULAR 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR SEDIMENT DEPTH IS Y2 THE HEIGHT OF THE ROCK SOCK. \ S�ONAL IN THE OPPOSITE DIRECTION OF FLOW. INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 1. SEE STRAW BALE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART. 2. BALES SHALL BE PLACED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. TIGHTLY ABUTTING ONE ANOTHER. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON-GRADE INLETS. (DETAILS ADAPTED FROM AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. 1 P-4 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District I P-5 IP-6 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District IP-7 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SC-6 Inlet Protection (IP) Concrete Washout Area (CWA) MM-1 MM-1 Concrete Washout Area (CWA) Rolled Erosion Control Products (RECP) EC-6 x W Description CONCRETE WASHOUT Co r a A SIGN CWA Rolled Erosion Control Products GENERAL INLET PROTECTION INSTALLATION NOTES CWA MAINTENANCE NOTES (RECPs) include a variety of - - O 1. SEE PLAN VIEW FOR: 3:1 4' MIN. 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. temporary or permanently installed ! -LOCATION OF INLET PROTECTION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS manufactured products designed to mom -TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.5, IP.6) POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE control erosion and enhance vegetation EROSION, AND PERFORM NECESSARY MAINTENANCE. con g 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING VEHICLE TRACKING establishment and survivability, 3 1 QIS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, 3 1 8 X 8 MIN. CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN particularly on slopes and in channels. INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. VTC DETAIL) OR EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE Q OTHER STABLE DOCUMENTED THOROUGHLY. For applications where natural 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SURFACE vegetation alone will provide sufficient M �/'� CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON W CO DIFFERENCES ARE NOTED. DISCOVERY OF THE FAILURE. permanent erosion protection, 3:1 temporary products such as netting, a O Y Y INLET PROTECTION MAINTENANCE NOTES 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED ASNECESSARY TO MAINTAIN weave textiles and a variety f -§,-. _,�: <.�-: CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED open IN PIT, SHALL BE p y o Co 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 25 MIN REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. erosion control blankets(ECBs)made MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS U. POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS of biodegradable natural materials Photograph RECP-1. Erosion control blanket protecting the slope from "EROSION, AND PERFORM NECESSARY MAINTENANCE. CONCRETE WASHOUT AREA PLAN IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT (e.g.,straw, a Z 12 TYP. COMPACTED BERM AROUND CONTAINER AND DISPOSED OF PROPERLY. cOCOT1Ut fiber)can be used. erosion and providing favorable conditions for revegetation. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN >4 THE PERIMETER For applications where natural > EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 1 - 2% SLOPE 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. vegetation alone will not be sustainable under expected flow conditions,permanent rolled erosion control DOCUMENTED THOROUGHLY. _ - - - - - _ _ products such as turf reinforcement mats can use . Q 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND pd h fif TRMS( ) an b d Inarticular,turf reinforcement mats are p 3_ WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 1� I3' MIN. 1 MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. designed for discharges that exert velocities and sheer stresses that exceed the typical limits of mature DISCOVERY OF THE FAILURE. UNDISTURBED OR� >3 >3 RK natural vegetation. COMPACTED SOIL VEHICLE TRACKING (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS 8 X 8 MIN. CONTROL (SEE VTC NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. Z NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR )/4 OF THE HEIGHT FOR DETAIL CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN Appropriate STRAW BALES. rO riate Uses SECTION A ) DIFFERENCES ARE NOTED. � O 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS RECPs can be used to control erosion in conjunction with revegetation efforts,providing seedbed PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF CWA- 1 . CONCRETE WASHOUT AREA protection from wind and water erosion. These products are often used on disturbed areas on steep INLET PROTECTION IN STREETS. CWA INSTALLATION NOTES slopes,in areas with highly erosive soils,or as part of drainageway stabilization. In order to select the 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE appropriate RECP for site conditions,it is important to have a general understanding of the general types COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER 1. SEE PLAN VIEW FOR: APPROVED BY THE LOCAL JURISDICTION. -CWA INSTALLATION LOCATION. Of these products,their expected longevity,and general characteristics. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR The Erosion Control Technology Council ECTC 2005 characterizes rolled erosion control lled il products WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF gy ( ) arac NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, according to these categories: CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR DIFFERENCES ARE NOTED. SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. ■ Mulch control netting: A planar woven natural fiber or extruded geosynthetic mesh used as a NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. temporary degradable rolled erosion control product t0 anchor loose fiber mulches. METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES ■ Open weave textile: A temporary degradable rolled erosion control product composed of processed DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST natural or polymer yarns woven into a matrix,used to provide erosion control and facilitate BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN LEAST 3' DEEP. vegetation establishment. IN THE MANUFACTURER'S DETAILS. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. • Erosion control blanket(ECB): A temporary PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET degradable rolled erosion control product composed of PROTECTION IS ACCEPTABLE. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS processed natural or polymer fibers which are Rolled Erosion Control Products OF CONCRETE TRUCKS AND PUMP RIGS. mechanically,structurally or chemically bound together to form a continuous matrix to provide erosion control Functions 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. and facilitate vegetation establishment. ECBs can be Erosion Control Yes further differentiated into rapidly degrading single-net Sediment Control No and double-net types or slowly degrading types. Site/Material Management No IP-8 Urban Drainage and Flood Control District August 2013 November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-1 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N TS DATE ANUARY 29, 2025 SHEET 68 of 79 Z O H EC-6 Rolled Erosion Control Products (RECP) Rolled Erosion Control Products (RECP) EC-6 EC-6 Rolled Erosion Control Products (RECP) Rolled Erosion Control Products (RECP) EC-6 z it o U) �07 Ld Ld ■ Turf Reinforcement Mat(TRM): A rolled erosion control product composed of non-degradable Table RECP-1. ECTC Standard Specification for Temporary Rolled Erosion Control Products Staking patterns are also provided in the design details according to these factors: synthetic fibers,filaments,nets,wire mesh,and/or other elements,processed into a permanent,three- (Adapted from Erosion Control Technology Council 2005) dimensional matrix of sufficient thickness. TRMs,which may be supplemented with degradable Table RECP-2. ECTC Standard Specification for Permanent'Rolled Erosion Control Products IN ECB type components,are designed to impart immediate erosion protection,enhance vegetation establishment Minimum Expected (Adapted from: Erosion Control Technology Council 2005) and provide long-term functionality b permanently reinforcing vegetation during and after Slope Channel Slope or channel type p g ty y p y g g g Product Description � * Tensile Longevity maturation. Note:TRMs are typically used in hydraulic applications,such as high flow ditches and Applications Applications y y pp g Strength Slope For other es of RECPs including TRMs,these design details are intended to serve as general channels,steep slopes,stream banks,and shorelines,where erosive forces may exceed the limits of Product Type Applications Channel Applications types g � g natural,unreinforced vegetation or in areas where limited vegetation establishment is anticipated. Maximum 5 Max. Shear p guidelines for design and installation;however,engineers should adhere to manufacturers installation Gradient C FactorZ' Stress Maximum Maximum Maximum Minimum recommendations. Tile Tables RECP-1 and RECP-2 provide guidelines for selecting rolled erosion control products appropriate Gradient Shear Stressa,s ens<0.10 3 Q to site conditions and desired longevity. Table RECP-1 is for conditions where natural vegetation alone Mulch Control Nets 5:1 (H:V) - @ 0.251bs/ftZ 5lbs/ft Strength Maintenance and Removal 0 will provide permanent erosion control,whereas Table RECP-2 is for conditions where vegetation alone 5:1 (12 Pa) (0.073 kN/m) TRMs with a minimum thickness of Z 125 lbs/ft(1.82 <0.10 @ 0.5 lbs/ft 5 lbs/ft will not be adequately stable to provide long-term erosion protection due to flow or other conditions. 0.5:1 (H:V) 6.0 lbs/ft (288 Pa) kN/m Inspection of erosion control blankets and other RECPs includes: Netless Rolled Z 0.25 inches(6.35 mm)per ASTM D ) M Erosion Control 4:1 (H:V) - 6525 and UV stability of 80%per 4:1 (24 Pa) (0.073 kN/m) Check for general signs of erosion,including voids beneath the mat. If voids are apparent,fill the Blankets <0.15 @ 1.5 lbs/ft U 12 ASTM D 4355(500 hours Z 150 lbs/ft(2.19 DRAWN p to exposure). 0.5:1 (H:V) 8.0 lbslft (384 Pa) �/m) void with suitable soil and replace the erosion control blanket,following the appropriate staking BRB Single-net Erosion Z SO lbs/ft months pattern. Control Blankets& 3:1 (H:V) 3:1 72 Pa 0.73 kN/m ■ CHECKED Open Weave Textiles ( ) ( ) 0.5:1 (H:V) 10.0 lbs/ftZ(480 Pa) 175 lbs/ft(2.55 Check for damaged or loose stakes and secure loose portions of the blanket. DAP kN/m) Double-net Erosion <0.20 @ 1.75 Ibs/ftZ 75 lbs/ft Erosion control blankets and other RECPs that are biodegradable typically do not need to be removed DESIGNED Control Blankets 2:1 (H:V) - 2:1 (84 Pa) (1.09 kN/m) 1 For TRMs containing degradable components,all property values must be obtained on the non- after construction. If they must be removed,then an alternate soil stabilization method should be installed BRB degradable portion of the matting alone. promptly following removal. FILENAME Mulch Control Nets 5:1 (H:V) <0.10 @ 0.25 Ibs/ftZ 25 lbs/ft 24 months Z Minimum Average Roll Values,machine direction only for tensile strength determination using ASTM 0009-Detail s_Infra 5:1 (12 Pa) (0.36 kN/m) D 6818(Supersedes Mod.ASTM D 5035 for RECPs) Turf reinforcement mats,although generally resistant to biodegradation,are typically left in place as a dense vegetated cover grows in through the mat matrix. The turf reinforcement mat provides long-term Erosion Control 3 Field conditions with high loading and/or high survivability requirements may warrant the use of a TRM stability and helps the established vegetation resist erosive forces. Blankets&Open _<0.25 @ 2.00 lb s/ftZ 1001bs/ft with a tensile strength of 44 kN/m(3,0001b/ft)or greater. p o L/C 1.5:1 (H:V) 24 months FL Weave Textiles 1.5:1 (96 Pa) (1.45 kN/m) a O .••"•'• Required minimum shear stress TRM(fully vegetated)can sustain without physical damage or excess O P P (slowly degrading) erosion(> 12.7 min(0.5 in.)soil loss)during a 30-minute flow event in large scale testing. Erosion Control Z s Acceptable large-scale testing protocols may include ASTM D 6460,or other independent testing G P S�� <0.25 @ 2.25 lbs/ft 125 lbs/ft Blankets&Open 1:1 (H:V) - 36 months deemed acceptable by the engineer. ��Q\N G0� Weave Textiles 1:1 (108 Pa) (1.82 kN/m) Design and Installation o� ..••..••:G�� *C Factor and shear stress for mulch control nettings must be obtained with netting used in conjunction S/4NAL with pre-applied mulch material. (See Section 5.3 of Chapter 7 Construction BMPs for more information RECPs should be installed according to manufacturer's specifications and guidelines. Regardless of the on the C Factor.) type of product used,it is important to ensure no gaps or voids exist under the material and that all 1 Minimum Average Roll Values,Machine direction using ECTC Mod.ASTM D 5035. corners of the material are secured using stakes and trenching. Continuous contact between the product Z and the soil is necessary to avoid failure. Never use metal stakes to secure temporary erosion control C Factor calculated as ratio of soil loss from RECP protected slope(tested at specified or greater products. Often wooden stakes are used to anchor RECPs;however,wood stakes may present installation gradient,H:V)to ratio of soil loss from unprotected(control)plot in large-scale testing. and maintenance challenges and generally take a long time to biodegrade. Some local jurisdictions have 3 Required minimum shear stress RECP(unvegetated)can sustain without physical damage or excess had favorable experiences using biodegradable stakes. erosion(> 12.7 min(0.5 in)soil loss)during a 30-minute flow event in large-scale testing. a The permissible shear stress levels established for each performance category are based on historical This BMP Fact Sheet provides design details for several commonly used ECB applications,including: experience with products characterized by Manning's roughness coefficients in the range of 0.01 -0.05. ECB-1 Pipe Outlet to Drainageway 5 Acceptable large-scale test methods may include ASTM D 6459,or other independent testing deemed acceptable by the engineer. ECB-2 Small Ditch or Drainageway 6 Per the engineer's discretion. Recommended acceptable large-scale testing protocol may include ASTM D 6460,or other independent testing deemed acceptable by the engineer. ECB-3 Outside of Drainageway RECP-2 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-3 RECP-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-5 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 W Zcc J EC-6 Rolled Erosion Control Products (RECP) Rolled Erosion Control Products (RECP) EC-6 EC-6 Rolled Erosion Control Products (RECP) Rolled Erosion Control Products (RECP) EC-6 W STAGGER OVERLAPS ECB DIVERSION DITCH OVERLAPPING JOINT NOTES TYPICALLY AT TOP OF PERIMETER EROSION CONTROL BLANKET INSTALLATION NOTES EROSION CONTROL BLANKET MAINTENANCE NOS IM CO Z a UNDISTURBED JOINT ANCHOR TOP OF 1. SEE PLAN VIEW FOR: 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. D O SOIL � TRENCH, TYP. CHANNEL BANK -LOCATION OF ECB. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS ANCHOR SLOPE -TYPE OF ECB (STRAW, STRAW-COCONUT, COCONUT, OR EXCELSIOR). POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE TRENCH, TYP. ANCHOR DETAILS -AREA, A, IN SQUARE YARDS OF EACH TYPE OF ECB. EROSION, AND PERFORM NECESSARY MAINTENANCE. U. GEOTEILE FABRIC OR MAT, TYP. 2. 100% NATURAL AND BIODEGRADABLE MATERIALS ARE PREFERRED FOR RECPs, ALTHOUGH 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN a FABRIC OR SOME JURISDICTIONS MAY ALLOW OTHER MATERIALS IN SOME APPLICATIONS. EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 3" MIN, TYP. STAKING PATTERN PER DOCUMENTED THOROUGHLY. > MANUFACTURER SPEC. OR PATTERN 3. IN AREAS WHERE EC89 ARE SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE 6'MIN, BASED ON ECB AND/OR SLOPE TOPSOIL AND PERFORM FINAL GRADING, SURFACE PREPARATION, AND SEEDING AND MULCHING. 3. WHERE BMP9 HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON TYP. TYPE (SEE STAKING PATTERN DETAIL) SUBGRADE SHALL BE SMOOTH AND MOIST PRIOR TO ECB INSTALLATION AND THE ECB SHALL DISCOVERY OF THE FAILURE. SINGLE EDGE BE IN FULL CONTACT WITH SUBGRADE. NO GAPS OR VOIDS SHALL EXIST UNDER THE STAKE, TYP. ERIMETER ANCHOR BLANKET. 4. ECBs SHALL BE LEFT IN PLACE TO EVENTUALLY BIODEGRADE, UNLESS REQUESTED TO BE TRENCH REMOVED BY THE LOCAL JURISDICTION. COMPACTED 4. PERIMETER ANCHOR TRENCH SHALL BE USED ALONG THE OUTSIDE PERIMETER OF ALL ><*" a BOMPACT TYP. ECB-3. OUTSIDE OF DRAINAGEWAY BLANKET AREAS. 5. ANY ECB PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL BE REPAIRED OR O Z TYPE OF ECB AS INDICATED IN PLAN VIEW. INSTALL IN ALL REINSTALLED. ANY SUBGRADE AREAS BELOW THE GEOTEXTILE THAT HAVE ERODED TO CREATED O DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH PERIMETER ANCHOR TRENCH 5. JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF GRASS SHALL BE REPAIRED, D ABOVE CHANNEL INVERT. EC8 SHALL GENERALLY BE ORIENTED PERIMETER ROLL (LONGITUDINALLY AND TRANSVERSELY) FOR ALL ECBs EXCEPT STRAW WHICH MAY USE RESEEDED AND MULCHED AND THE ECB REINSTALLED. PARALLEL TO FLOW DIRECTION (I.E. LONG DIMENSIONS OF BLANKET WIDTH AN OVERLAPPING ANCHOR W JOINT. PARALLEL TO FLOWLINES) STAKING PATTERN SHALL MATCH ECB TYP, ATE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. AND/OR CHANNEL TYPE. JOINTHTMp 6. INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE-HALF ROLL LENGTH CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN Y2 6V 0 W FOR COCONUT AND EXCELSIOR ECBs. DIFFERENCES ARE NOTED. TWO EDGES r 3' o Y2 W ° ° � w 7. OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs (DETAILS ADAPTED FROM DOUGLAS COUNTY. COLORADO AND TOWN OF PARKER COLORADO, NOT AVAILABLE IN AUTOCAD) ECB- 1 . PIPE OUTLET TO DRAINAGEWAY OF Two s' t s o - o I ON SLOPES. ADJACENT + ROLLS Y2 N j 3' a' 110 0 8. MATERIAL SPECIFICATIONS OF ECBs SHALL CONFORM TO TABLE ECB-1. 0 0 ` ° JOINT ANCHOR TYPE OF ECB, JOINT ANCHOR TRENCH I1 � 2, 9. ANY AREAS OF SEEDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING ECBS TRENCH, TYP. INDICATED IN PLAN VIEW SHALL BE RESEEDED AND MULCHED. STRAW STRAW-COCONUT COCONUT OR EXCELSIOR 10. DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGEWAY STABILIZATION WILL GOVERN IF LOOP FROM DIFFERENT FROM THOSE SHOWN HERE. 6" MIDDLE OF STAKING PATTERNS BY ECB TYPE TOPSOIL : ECB SHALL ROLL IM EXTEND TO THE 3' 2' TOP OF THE - CHANNEL o Y2 0 y, W INTERMEDIATE ANCHOR TRENCH 3' 6' �4 Y w 6' ° 4' �, ° W TABLE ECB-1. ECB MATERIAL SPECIFICATIONS D PERIMETER ANCHOR FLOW �� i` 6 ' r- -� Y. W o COMPACTED TYPE TYP. o 0 o TYPE «i COCONUT STRAW EXCELSIOR RECOMMENDED CONTENT CONTENT CONTENT NETTING SUBGRADE DOUBLE/ STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN 4.1-3.1 3.1-2:1 2:1 AND STEEPER STRAW* - 100% - BASED ON EC8 AND/OR CHANNEL TYPE (SEE STAKING OVERLAPPING JOINT SLOPES 2 1 SLOPES SLOPES NATURAL PATTERN DETAIL) 1 STRAW- DOUBLE/ --I -- S§ W COCONUT 30% MIN 70% MAX - NATURAL 3" MIN. 4'LTo'b 0 W 4' 0 0 0 ECB-2. SMALL DITCH OR DRAINAGEWAY ° ° ° ° t 2' COCONUT 100% - - DOUBLE/ 20" 20" 1 h NATURAL 12" 0 0 0 EXCELSIOR 100% DOUBLE/ MIN. NATURAL �ITRAW a MAY ONLY U OUTSIDE OF S EAM AN D NA CHANNEL. LOW FLOW CHANNEL HIGH FLOW CHANNEL ••ALTERNATE NETTING MAY BE ACCEPTABLE IN SOME JURISDICTIONS WOOD STAKE DETAIL STAKING PATTERNS BY SLOPE OR CHANNEL TYPE 0:1 TST, INC■ CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 RECP-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-7 RECP-8 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-9 Joe NO. 1230.0009.00 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SCALE N TS DATE ANUARY 29, 2025 SHEET 69 of 79 1-1/2" 4-1/2" 1 1/2"R. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 1-1/2"TO W W W W W W W W W W W W W W W W W W W W 2 EACH 8'BLADES -_ a b° W W W W W W W W W W W W W W W W W W W W W MOUNTED TO POST 2" R. W W W W W W W W W W W W W W W W W W W W I WITH 4 EACH DRIVE e d W W W W W W W W W W W W W W W W W W W W W RIVETS WITH ° e NYLON WASHERS 24" p N W W W W W W W W W W W W W W W W W W W W W H e d e° de°' '• a W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ♦ LJ �A . e. .e4'.' .d•..°• C W W W W W W W W W W 3" N _ Driveway W W W W W W W W W W Co ° ° e e A. W W W W W W W W W W W W W W W W W W W W W Cross section of post sly ample Ave N Ld d ° < W W W W W W W W W W W W W W W W W W W W ♦ 2400 .a Q > e• a d' ° W W W W W W W W W W W W W W W W W W W W W d d d. bi W W W W W W W W •'• W W W W W W W W W W W W W W W W W W W //W�� Q' , OUT FALL CURB & GUTTER W W W W W W W W/xW W W W W W W W W W W W . O N (FORT COLLINS ONLY) W W W W W W W W W W W W ♦ d W W W W W W W W W W W R1-1 'STOP'SIGN 30'DIAMOND GRADE. SIGN d' d Detached Sidewalk W W W W W W W W W W MOUNTED TO POST WITH 1 EACH DRIVE RIVET Sidewalk W W W W W W W W W W W WITH NYLON WASHER AGAINST SIGN FACE(ON 0 6" 6" 4" W W W W W W W W W W TOP OF THE SIGN). THE BOTTOM OF THE SIGN o L W W W W W W W W W W W W A W W W W W W W SHALL BE MOUNTED WITH 1 EACH 5/16'x2-1/2'HEX 0 W W W W W W W W W W W W/•'�W W W W W W W 1/8' TO 1/4"R. 1 1/2" /8"TO 1/4'R. BOLT WITH METAL AND FROM NYLON WASHERS 2' MOUNTABLE CONCRETE W W W W W W W W W W W W W W W W W W W W w (NYLON WASHER AGAINST SIGN FACE)AND 2'-3' O Ld 1"R W W W W W W W W W W W SECURED WITH 1 EACH 5/16"HEX NUT ON THE FROM FL Q BAND AT DUTCH R AB AND Q W W W W W W W W BACK SIDE OF POST. e• W W W W W W W W Attached Sidewalk Q FIDDLE CENTRAL ISLANDS 6" W W W W W W W J W W W W W W W U N.T.S. > 2'x 2'x 10'OR 12' m 12 GAUGE TELESPAR POST z ° e 2 DRAWN /4„ : . d ' a e ° . 1"+ 1/4" 2'-0" 6'-0" F.L. e P ; P d• a e a Lip BRB e . Min. CRITERIA FOR SINGLE POST 0 CHECKED 3" 3 1/2" 3" 1 1/2" ASPHALT O Max.Sign Panel Anchor/Stub* Post Size* 0 DAP �k 6" concrete pavement CONCRETE PA V ENT 0 8" w/asphalt 36'x 36' 2.25'x 2.25'x 3'-0' 2'x 2'x 1 P'-O' $ 3'-6'ABOVE GRADE DESIGNED BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) 8"Commercial * 12Gauge 0- (SECTION 24" 24" BRB B) (SECTION M) 1/2" Expansion 6" Residential 2-1/4'x 2-1/4"x 3' FILENAME 61I if 61 61I Joint Material 1/2" Expansion ANCHOR/STUB S 0009_Details_Infra Joint Material o Street Curb N 1 1/4" 0 2 1/4'Anchor d. d °d a Detached Attached a a (22F12A31)See Figure 16-1 ° a e 9 ^Y v •,.•.., 00 W J d .a Q 611 •�:. Sidewalk' ° .0 �.:..�: Drivew�y •� Sidewalk• �. N d. O�0•�PN �P\' CO °°' n a'. "ems 'ti 4.:.:'', ,�.. 'A'! ITL 44 NOTES: 4 d' d SECTION A-A 1. Attach the sign panels tightly to the post and use 5/16"(ID)X 3/4"(OD)washers to keep the sign from breaking loose from the post when hit by a vehicle. �� •�<C/ ead o ; ad < d 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. 4' WIDE CONCRETE PAN GUTTER °a ROADWAY -' ° 'e v :e 3. Signs larger than 36 inches in length or width require wind bracing and special post design. N.T.S. ONAL PAVEMENT All Sidewalk Thickness Shall Be 6"minimum. 4. Anchor Stub and post are square steel tube(perforated). a a A.•'° ba 5. All"No Parking"signs shall be installed at 45'from Flow Line. II II NOTE: 6. Stop sign to be installed at Point of Curvature(PC)for direction of travel. 8 BARRIER CURB 6 MOUNTABLE CURB * GEOTECHNICAL ENGINEER TO CONFIRM NECESSARY CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) 1. Sidewalk grade shall remain consistent across driveway THICKNESS Notes: 2. For driveway design requirements, see CONST. DWG. Series 706&707 a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 3. This detail applies to Residential &Commercial driveways. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. NOT TO SCALE r- MEDIAN (ISLAND CURBS) STANDARD SIDEWALK SIGN POST LARIMER COUNTY REVISION NO: 2 DRAWING LARIMER COUNTY REVISION NO: 4 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION URBAN AREA STREET STANDARDS DRAWINGS DATE: 04/01/07 '703 STREET STANDARDS DRAWINGS DATE: 02/17/15 1601 STREET STANDARDS DRAWINGS DATE: 08/01/21 1401 W Zcc co 0 � (Radius varies) C A 2'Transition (TYP.) 0 Retaining Curb (Optional) -.. -. Transition W W v o 0 0 0 0 o W' W to retain ground behind back of walk o / 2'(min) >the walk, if needed \ m Y v W v ° 000000°0°0 W W W W (typ.) See Note 6 0 0000000000 Q W W W W W O 202000-0-0 W W - �` See Note 5 ° Curb,, Q �Q+ Q Flare+ �' Wood float Q Standard Curb W W W W W W W W W W W W `o Z W W W W W W 0 finish thru ,ovovoe, \o� 21_61I and Gutter, i W W ramp e�s�e�a�e� �� W W .Y W W W W W .Y W See Standard 6" Dwg 701 (TYP) Flare Detectable Warning c pet K voe° 1 1/2"R. 4 1/2" I w w Y w Y W r W Y Y Y 0"Curb Height, e ILL Detectable Warning, Q 5oa�l Q See Note 4 See Section A-A r v v v Z M Walk Broom finish h N 2"R. (T P) o o W Gutter edge may be e ' . �I 0QD 00o A Pedestrian Q Q - o°o° Landing Area, Curb tapered or battered. °.d (TYP.) 0000 Detectable See Note 2 SIDEWALK Curb to match slope a a --• . . r Gutter e5 of sidewalk, Ramp length (Typical for all Curb& °re See Note 6 not to exceed 15'-0" &Gutter Types) / da' • a e. <a a e co 0000 Warning 0"Curb See Note 5 °°°0 0 � Z Retaining Curb (Optional) VERTICAL W W W Q 0 CORNER LOCATION W W Q = V w 0. Wood float finish thru ramp A Transition back of walk(typ.) i W Y W W W W U) 2 Flare 1"per ft. 1"per ft. 7 1:20 max 1:12 � - 1:12 I W W W W W •72(Max) Walk Broom finish Slope °o°o o°o Slope Broom finish Curb 1 Per{f, (max) °,°, o,°, Curb (max.) (max.) FL A.. ;.* 1/2" per ft. FL °000 °000 W W W W W W Gutter 30" Lip of Gutter ,�, Detectable Warning, 2 T, See Note 8 z varies* 5' varies* See Note 4 PLAN VIEW �6�I . 0 4.5" 21.75" 3.75" N.T.S. z SECTION A-A Q 2" NOTES: N.T.S. Y MID-BLOCK LOCATION .R b 51I .63" Q On a radius hold 6" at the ° . e Retaining a. •e < . •. 1. No joints are allowed in the flowline. Six inch wide curb or"dummy joint" may be tooled no closer than 6 inches Curb corners of the truncated d:< a a a 0.13" d o from flow line as shown. (Optional) 2'-0" (min) dome warning. gl, ° d ° eAW m 7" m Detectable Warning 6" a ° e q•. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or/4" per foot. 'a. a d rX i I 114"per ft. N ° 3. Joint pattern to be according to intersection gutter detail'or as determined by the local entity. I a e ed d 1:50 see note 2 0 e ° ' ROLL-OVER 4. Wood float finish is required over the sloped surface of ramp and flares. e .. e,. d e C 6 d LOVELAN D 5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. SECTION A-A NOTES: 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material 1. T = Concrete thickness, 6" minimum for entire ramp area. to be approved by local engineer TST, INC. CONSULTING ENGINEERS 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 7. T - Concrete thickness, 6" minimum for entire ramp area. 748 Whalers Way 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. Suite 200 Fort Collins 5. 0" Curb height, See Section A-A. Colorado 80525 6. Standard Curb and Gutter Section , See Standard Drawing 701. NOT TO SCALE NOT TO SCALE Phone: 970.226.0557 JOB NO. 1230.0009.00 ACCESS RAMP DETAILS CURB AND GUTTER DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK SCALE NTS LARIMER COUNTY REVISION NO: 2 DRAWING LARIMER COUNTY REVISION NO: 1 DRAWING LARIMER COUNTY REVISION NO: 2 DRAWING DATE URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION JANUARY 29, 2025 STREET STANDARDS DRAWINGS DATE: 02/17/15 1603 STREET STANDARDS DRAWINGS DATE: 03/01/02 701 STREET STANDARDS DRAWINGS DATE: 08/01/21 1606 SHEET 70 of 79 PLAN WATER LINE EASEMENT �I RIGHT OF WAY 1'-0" PRECAST CONCRETE 3'(MIN.) HYDRANT:AWWA C502 W/1" O \ M.H. SECTION SQUARE OPEN RIGHT OPERATING NUT PAVEMENT IF REQUIRED 8 w z J „ LU o s IN / � - duo ' O TRACER WIRE TERMINAL BOX U7 � } / 2' GALVANIZED STEEL as OFFSET TO SIDE Z E PIPE AIR VENT LINE SEE PLAN VIEW VALVE BOX w POLYETHYLENE -I 3"MIN / / ROAD SURFACE w POLYETHYLENE '' BOND BREAKER `. -• / / / - _ / 1•2"-2.4" LLJ BOND BREAKER � \\' � \ \\ \ 4'-0" `UNDISTURBED SOIL \//\ UNDISTURBED SOIL TYPICAL BEND TEE TRENCH ZONE/ / �/ (BACKFILL) /\\ \/\\ CONCRETE O\O COMPACTED GRANULAR LLI � FOOTINGS - ! MATERIAL POLYETHYLENE O O - Q \� BOND BREAKER / O COMPACTED POLYETHYLENE \\/ \ GROUT ALL PIPE _ `.< �� - VALVE LOCATION FILL BORROW DITCH 66"MAX. BOND BREAKER / 'i 12"(TYP) \ \\ \ PENETRATIONS 4.5'MIN.COVER TRACER WIRE m X� ;DIA. + V \ V� OR INSULATED SWIVEL TEE DRAwN \\ %\ i%�/\/\ \% / / �/pU �p vp / (4'x8xZ BLUEBOARD) THRUST BRB :v//.v//,� //.�/.v//�A/ VAS BEARING SURFACE \\/ BEDDING' // '- \/1\MIN. O O D O O D / /� /\ \ \\ \�\ SECTION A-A BLOCK 1' (NOTE3) CHECKED FROST-PROOF M.H. COVER SCREEN } HYDRANT DRAIN OPE INGS DAP / BEARING 2"GALVANIZED AIR MUST REMAIN CLEAR /\\/\\/\\ \/\\/\\\\/\\/\\ SURFACEJ \ \� (NOTE 2) VENT LINE NOTE 1 1" 1„ UNDISTURBED SOIL UNDISTURBED SOIL /\\/\ DD p Op op op \/\\/\ ( ) 4 Xq MESH OF OBSTRUCTIONS DESIGNED III a B R B PLUG TYPICAL CROSS-SECTION - \ PRE-CAST CONCRETE THRUST 6"C900 DR18 PVC PIPE BEDDING ZONE \ p p p pl' GROUT FILENAME UNDISTURBED SOIL GRADE RINGS BLOCK ° ° , t BEARING AREAS FOR VARIOUS FITTINGS (FT ��\/� O D O O � M.H. STEPS (NOTE 3) 1 RESTRAIN ALL JOINTS ° 0009-Detail s_Infra j \/ \/\\ RESILIENT SEAT GATE VALVE SIZE TEE&PLUG 90'BEND 45'BEND 221 BEND 11 4'BEND /\ /\ \(� �n p �p p Op COMPACTED 3' 6" MIN. BOND BREAK 0 L 6° a.o 5.5 3.0 1.5 1.0 / / a O.D. OR 4" MIN. 0 GRANULAR MATERIAL \\ \\ O O O \ ; AIR RELEASE& NOTE 4� VACUUM VALVE FLEXIBLE PLAN 8" 6.5 9.0 5.0 2.5 1.5 O a a //\/� BRASS NIPPLE - COUPLING CONCRETE BLOCK TRACER WIRE TERMINAL E BOX INSTALLATION 12" 14.0 20.0 11.0 5.5 3.0 \ / \\/\\i • QQ �G 16" 25.0 35.0 19.0 10.0 5.0 //\ \ \ \ \ \ \ \ , \ HYDRANT GRAVEL . • / /� /� / SADDLE, FLANGE, 6 o G P SCR / / \ / ' OR BOSS NOTE 3 20' 38.0 54.5 29.5 15.0 7.5 PIPE SUBGRADE; STABILIZATION ( /\/\/\ MATERIAL IF REQUIRED FITTING (BRASS) G.V. - o � Q�c• �0� •�� 24' 55.5 78.5 42.5 22.0 11.0 \\ \\ \\ \\ \\ \\ \ \ \� t NOTES: •• \ \ / \ / / GROUT SCREEN-4"x4' MESH 1. NO LANDSCAPING(TREES,SHRUBS, ° �� ••••••' C9 30" 86.5 122.0 66.0 34.0 17.0 NOTES: BOULDERS,ETC.), RETAINING WALLS OR S�CNAL 36" 124.0 175.5 95.0 48.5 24.5 \ �\ �\ �\ \\ �\ �\ �\ �\ �\ �\ CONCRETE FOOTINGS J a 1. VENTTOBESURFACEDATFENCELINE, FENCES ALLOWED WITHIN 1O'OF FIRE FIRE HYDRANT 42" 168.0 237.5 128.5 65.5 33.0 W/244 BARS C) J O O IRRIGATION DITCH OR AS ELSEWHERE Q. HYDRANT. SPECIFIED BY DISTRICT. 0 0 2. IF COVER SITUATED WITHIN GRAVEL 2. FIRE HYDRANT PIPING,VALES, ETC.SHALL NOTES: COMPACTED O ��; �K- ROADWAY LEAVE COVER 4"BELOW BE DOUBLE WRAPPED IN POLYETHYLENE. 1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH GRANULAR MATERIAL SURFACE 3. IF REQUIRED BY DESIGN ENGINEER OR TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT �^ �� 2. ALL FITTINGS&PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE 3. GATE VALVE SIZED PER AIR VALVE ELCO OR LEFT OF EACH FIRE HYDRANT ASSEMBLY4. LOCATE PER FIELD CONDITIONS BOLTS OR PIPE. 4'-0"LD Date File No. esd006_bedding c%ss Date File No. Date File No. Date N A NNIAFile No. ��p1MERCOG Designed /A esd010_twico%thrust �`pQ11 MER�+oG Designed N A N/A �pQ11MERCC N N/A esd001_oiruoc �Q1IMERCO � � y � y �1 G Designed A y1 G Designed N A N/A esd017_fire_hydion1 EAST LARIMER COUNTY WATER DISTRICT EJV 8/20 Drawing No. EAST LARIMER COUNTY WATER DISTRICT EJV 08/20 Drawing No. EAST LARIMER COUNTY WATER DISTRICT RKB 08/91 Drawing No. y�< EAST LARIMER COUNTY WATER DISTRICT EJV 8/20 Drawing No. Drawn Drawn Drawn Drawn ELCO E✓V 8/20 020 CO E✓V 10/21 006 ~O EJV 8/21 001 E✓V 8/21 017 TYPICAL THRUST BLOCK Revised TRENCH AND BEDDING DETAIL Revised AIR RELIEF /VACUUM VALVE WITH VAULT Revised TYPICAL FIRE HYDRANT INSTALLATION Revised !y � NOT TO SCALE !y �, NOT TO SCALE � � NOT TO SCALE !y � NOT TO SCALE �lfflUlStQ`� Approved RS 8/20 Sheet O1 of 01 A�RflI � Approved RS 1 8/21 Sheet O1 of O1 A�RDISZQ`� Approved R$ 8/21 Sheet O1 of O1 4lfR0ISS�� Approved RS 8/21 Sheet O1 of 02 SURFACE W i \ /\ WATER MAIN CONSTRUCTION: INSTALL MEGALUG O IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER CROSSING UTILITY EXISTING WATER LINE FLOW FILL EXTEND TEACH RETAINER GLANDS (TYP.) � LESS THAN MIN. \ \\\ CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER \ 45° BENDS(TYP.) WAY FROM CENTER TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' OF WATER LINE BELOW 55 5 (4.5' NORMAL MIN. COVER) MINIMUM COVER IS AGAIN OBTAINED W TRENCH WIDTH TABLE REALIGNED WATER LINE Q 1"MIN. BLUE-BOARD WATER MAIN Q / PVC OR DUCTILE IRON PIPE H (NOTE 4) CO MAXIMUM _ a O SEE TRENCH WIDTH TABLE PIPE DIAMETER TRENCH WIDTH 4 + r (INCHES) (INCHES) GRAVITY co 12" MIN. ANCHOR(TYP.) LL 4 28 (NOTE 5) 4' 4' _ THRUST BLOCK a a _ _ o (TYP.) (NOTE 5) PIPE 6 30 1.5' MIN. 1" MIN. BLUE-BOARD 8 8 > 11- (FULL TRENCH WIDTH) STEEL CASING (NOTE 4) Q 8 32 �j\�� 10 34 GENERAL NOTES: co 12 36 1. SEE THRUST BLOCK DETAIL FOR SIZING. / �\ 2. ALL FITTINGS&JOINTS IN LOWERING AREA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS. O co 14 38 STORM SEWER CULVERT CONSTRUCTION: 3. ALL D.I.P PIPE& FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT.X O �' IF STORM SEWER CULVERT IS BEING CONSTRUCTED 4. IF CLEARANCE"H" IS LESS THAN 18", INSTALL STEEL CASING WHEN CROSSING UTILITY IS 24" DIAMETER OR 16 40 UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF = U �\ �\ CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC \\//�\//�//�//\ \ /\\ 244 46 WAY FROM CROSSING. 5. ANCHOR AND THRUST BLOCKS TO BE INSTALLED ONLY IF ADEQUATE MECHANICAL THRUST RESTRAINT CANNOT \ \\�\ BE PROVIDED OR AS REQUIRED BY DESIGN ENGINEER OR ELCO. ENGINEER TO DETERMINE DISTANCES TO BE RESTRAINED. STORM SEWER CULVERT Date File No. ME Date File No. Dote File No. A N/A �f11MERC� Designed IV esdOZJ trench-detoi/ ���g11R�+Cby Designed NIA N/A esd00g crossing culvert `pNIMERg� Designed NIA N/A esd01. moin_lowering EAST LARIMER COUNTY WATER DISTRICT Drawn RKB 10191 Drawing No. EAST LARIMER COUNTY WATER DISTRICT Drawn RKB 0,5/OJ Drawing No. Wy` °yam EAST LARIMER COUNTY WATER DISTRICT Drawn EJV B/20 Drawing No. ~� EJV 8/20 005 EJV 8/21 008i�r� E✓V 8/21 019 TRENCH DETAIL Revised NOT TO SCALE �q �� INSULATED WATER MAIN AT STORM SEWER OR CULVERT CROSSING Revised NOT TO SCALE �, WATER MAIN LOWERING DETAIL Revised NOT TO SALE �A01 Approved RS 8/20 Sheet 01 of 01 Fe0 Approved PS B/21 Sheet O7 of 02 fR01S�� Approved RS 8/21 Sheet 07 of 07 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N TS DATE ANUARY 29, 2025 SHEET 71of79 BUTTERFLY VALVE DETAIL X? ° SECTION A-A ° COMPACTED MANHOLE SIZE TABLE STREAMBED MATERIAL p VALVE BOX WATER LINE PIPE SIZE MH DIA. BENCH, BUTTERFLY VALVE (IN) (MIN)(IN) " ° c °, Z Of. . . SLOPE=2/FT. O U IL (AWWA C504) n- ' 15 OR LESS 48 (TYP) C) ® 18 TO 30 60 PLAN Fn o m , OVER 30 72 RING&COVER-SET Q � \ MH FRAME AND COVER HS20 2' MECHANICAL JOINT LOADING RATED OR EQUAL PARALLEL TO FINISHED (RESTRAINED) SURFACE N+T WATER LINE \ GROUT - NOTE: / ALL VALVESOPENLEFT PRE-CAST GRADE RINGS x PRE-CAST ECCENTRIC CONE A (A) \ \/\/\ i (A) Z Q 9 1 LLJ VALVE OPERATOR 9 w� SECTION VIEW N INSIDE LIP TO BE HIGHER 5"MIN THAN OUTSIDE LIP GATE VALVE DETAIL if m LL TOP OF VALVE BOX SHALL 0 v PRE-CAST REINFORCED "WATER"CAST IN TOP OF PRE-FORMED PLASTIC GASKETS BESET g"-}"BELOW 0 u� CONCRETE MANHOLE BARREL DRAWN VALVE BOX COVER O SURROUNDING ASPHALT - �= AND EXTERIOR JOINT WRAP. � - � PER ASTM-C478 WITH STEPS BRB �� Z M 0 4000 PSI ' m N UJJ TOP OF BENCH CHECKED CONCRETE #5 BARS ON VALVE BOX SHALL BE SCREWED DOWN6" 2 `- 2'MIN. '°` PIPE PENETRATION 3" 12"CENTERS OR AS DIRETED PER ELCO INSPECTOR 0 1 GASKET PLACED IN CORE DAP &BURIED BELOW GRADE IF INSTALLED TO ACCEPT PIPE NOTES: DESIGNED IN A NON-PAVED ROADWAY NOTES: ' iv z _ / 1. SEE PLAN&PROFILE FOR CASING LENGTH BRB 1. VALVE BOXES SHALL BE ° - &DEPTH. CENTERED AND PLUMB OVER - -�.�a Q FILENAME OPERATING NUT. 2. BACKFILL AROUND VALVE 3-PIECE VALVE BOX BOXES SHALL BE HAND PLACED � �� 0 6" , 8"muI .. PRE-CAST MANHOLE BASE w 2. SEE DRAWING FOR DIA.AND SLOPE. 0009_DetallS_Infra AND COMPACTED FORA >\\j�\\j Q ` AND FIRST BARREL SECTION MINIMUM 4'RADIUS AROUND \\/ MIN. 12"COMPACTED 3/4" VALVE BOX //\// 2"OPERATING NUT CAST MONOLITHIC ASTM-C478 + j\� OPEN LEFT SCREENED ROCK -, - SANITARY SEWER LINE DO LAC VARIES #3 STIRRUPS ON D�;PPN••• �\/ v 18"CENTERS PIPE SIZE W A B SECTION VIEW GENERAL NOTES: % G S • COMPACTED SOIL / \ '� 8" 4" 4" 4" O�� rQ� • TRACER WIRE TAPED V 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. SECTION A 10" 4" 4" 4" TO TOP OF PIPE o 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM o F • w ENTRANCE THROUGH EXIT. 1 12" 4" 4" 4" \Q� •.•G� WATERLINE ° ° ° \v" •••••• 3. JOINT SEALANT SHALL BE TWO(2)ROWS OF PRE-FORMED PLASTIC ROPES ON INNER S�ONN- AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. e \ \ \ \ \ ° HAND SHAPE FLOW CHANNEL AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE SECTION q ° 4, WITH NO STANDING WATER(SEE SECTION A). 1 MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWAC500) 0 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. Date File No. g PREPARED BY: RRL pER sq,��r9' � PREPARED BY: RRL CONCRETE ENCASEMENT ���J�►1MER�OG` Designed RKB 08/91 esd016 valvedetoil APPROVED BY: BZ m ° a APPROVED BY: BZ m EAST LARIMER COUNTY WATER DISTRICT E✓V 0B/20 Drawing No. a STANDARD MANHOLE DETAIL Drawn ORIGINATION DATE: 10/24/2014 =r 9 ORIGINATION DATE: 10/24/2014 VALVE DETAIL Revised E✓V B/21 016 PHONE:(970)498-0604 PHONE:(970)498-0604 NOT TO SCALE REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG kA�Rall Approved RS B/21 Sheet 01 of 01 .\ v a d o �. 45'ELBOW o �� 9.58' RAISED 10.00 RAISED ASPHALT OR % / LU HARD SURFACE j % BIKE PEDESTRIAN 6.00' :6'00_�'. CO 0 \ �PVC SEWER PIPE � Q � a��\ FINISH GRADE / . • O d .. 4. 4 0O oCo AIRTIGHT PLUG WITH pd 4 6 / 41N.X 41N.MARKER 4y LU VALVE BOX WITH LID z MARKED"SEWER" SERVICE WYE UNYIELDING PIPE BEDDING OF 4 / � COMPACTED ROCK OR LEAN Q / CONCRETE 6.00' 9.58' ;10.00'0 0 M CO Z WATER TIGHT < " ' LY SCREW CAP 4"PVC SDR 35 PIPE& / �19.58' RAISED AREA 0 o O w FITTINGS(TYP)FROM COMPACTED GRANULAR _ LU BOTTOM OF ! / MATERIAL 6.00' 9.58' �0-mop BEDDING ZONE TO co TOP OF ELBOW 8 IN. PVC SEWER PIPE PLAN VIEW o.A a A1 N Q Z o . a o o > M 4"WYE % � 4 �' a •. 4 • • •,� 01 \ 4 /* 4"x45°ELBOW % 4 p i 4 Z Wco COMPACTED % \ 0 GRANULAR MATERIAL j 4 IN.x 4 IN. MARKER 6.00' 6.00' O 10 0 10 20co TRENCH a 9 58BIKEISED 10.00' RAISED'PEDESTRIAN scale HORIZ: 1"=10' feet � Q O p 00000�-°000�o0 0°0 VERT. 1"=1' = U TO COLLECTOR FROM HOUSE SERVICE CLEAN OUT LINE OR BUILDING / PVC SEWER PIPE REQUIREMENTS: ACLEAN- j 0. 45°BEND ONLY / N i . \ OUT SHALL BE INSTALLED AS � 4 NEAR AS PRACTICAL TO a , a CONTINUATION OF IN CONNECTION WITH SECTION VIEW SEWER LINE RA FOOT BUILDING. w / 5009 5009 i w AIR TIGHT PLUG h SERVICE CLEAN-OUT REQUIREMENTS i 1. SEWER SERVICE CLEAN-OUTS SHALL BE INSTALLED AS NEAR AS / \ UNYIELDING PIPE BEDDING OF PRACTICAL TO CONNECTION WITH THE BUILDING, AND AT A MAXIMUM ✓ COMPACTED ROCK OR LEAN SPACING OF 100'. NO SINGLE BEND GREATER THAN 45°SHALL BE j � j CONCRETE 5008 5008 ALLOWED. = STA = 10+18.80 ELEV = 5006.83 STA = 10+27. 1 2. CLEAN-OUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CROSS SECTION ELEV = 5006.98 CODE. - STA = 10+08.03 mo ELEV = 5006.67 NOTE: WYE CONNECTION NOT 4 41% -4.86% ALLOWED ON VCP. 5007 STA = 10+04.90 68% 2.50% 5007 s PREPARED BY: RRL pea s9�, s PREPARED BY: RRL `pea sy�� ELEV = 5006.53 1°53% 11: SERVICE CLEAN-OUT "� t"�� �� t9, APPROVED BY: BZ m ° APPROVED BY: BZ SERVICE WYE DETAIL m ' 1.5 7% 3.5" RAISED ORIGINATION DATE: 10/24/2014 DETAIL ORIGINATION DATE: 10/24/2014 CROSSING STA = 10+35.42 PHONE:(970)498-0604 01/05/2017 PHONE:(970)498-0604 ELEV = 5006.73 REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG 5006 3.5" RAISED 5006 STA = 10+00.00 CROSSING STA = 10+33.61 ELEV = 5006.36 ELEV = 5006.69 TSN INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins STA = 10+01.80 Colorado 80525 5005 ELEV = 5006.39 5005 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE N TS TE 5004 5004 DA JANUARY 29, 2025 9+80 10+00 10+20 10+40 SHEET 72 of 79 \ ` LEGEND j Y II z I 111 S Meldrum Street,Suite 110 Fort Collins, CO 80521 I I G) I I • DECIDUOUS TREE p. (970)223-7577 — _ I www.bhadesign.com 0 Landscape Architecture Urban Design (,7 ORNAMENTAL TREE Master Planning I cn I I 9 I I EVERGREEN TREE NATIVE SEED - TYPE 1 SEE INFRASTRUCTURE LANDSCAPE PLANS FOR DETAILED INFORMATION '\` ORGANIC MULCH 2"-4" TAN COBBLE 3"-8" TAN COBBLE Revision: Date: (5)JUN CAL __--�- LIMITED SIGHT _ �\ DISTANCE AREA (5) ERI OVA (3)RHO AUT, LANDSCAPE BOULDER (1.5 TON) - (6) PU BAS -- ■ � � � � ■ NHBZ BOUNDARY 0 (3)PIN FLE — � (5) DAL PUR � PIN SYL --- (9)JUN BL8 --_ (5)ARC UVA o $ (s)\oPu BAs NOTES: ( . (8 / 1. DESIGN BASED ON THE 2021 STREETSCAPE 8 JUN CAL ` / I STANDARDS WITH THE FOLLOWING NOTES: LU EDGER BETWEEN SEEDS PROJECT UTILIZES SALT TOLERANT PLANTS -- — AND MULCH TYP. • — — I- - �� - MEDIAN DESIGN UTILIZES NATIVE SEED AREAS U �' jam° (2) PIN Mu4 -.- ' / `� / _ AND WOOD MULCH TO ALLOW THE ABILITY FOR ---� W O '/ �: /_ — PLANTS TO SPREAD NATURALLY AND FOR THE • _ \ 3 RHU AUT / � \ ' � ft (5) O D ERI AL FUR • o �� ,• / SOIL TO BE AMENDED AS NEEDED. - o00 • O // -`— i / () (7)SCH PRA o , < J Q --- - (6)RHU AUT 0 (6)SOL MIS \ (7)AND GER Z Q (2) PRU YDS j g / // �� 0 U � I /' w � (2)SYR RET a< (3) PRU YDS �� %�/� � (7)SYR RET o � (3)PRU YDS - , SEEINFRASTRUCTURELANDSCAPE W Z LU PLANS FOR DETAILED INFORMATION SEE INFRASTRUCTURE LANDSCAPE I � PLANS FOR DETAILED INFORMATION Ili ' I I (5)PRU YDS - ---------- '� �li� � � I ( ` � �. m 0 I -- - ---- -- (3) PRU YDS pa I �� �; �� 0 > --- --- / W \� l -- (3)PRU YDS ------- / \,� v� ��� Q > - -------— (4) RHU AUT / (3) PRU YDS �: �\ �\ I— H _ o (2) PIN NIG/ � (4)OPU BAS --- \ (12)SCH PRA (3)PIN FLE/ (3) RHU AUT • \ (5)AND GER \ \ / 12 JUN CAL W 1 EDGER BETWEEN SEED ( ) \ a '� �� AND MULCH TYP. / A \ _. w ���� M (9)JUN BL8 • (5)SCH PRA I - - N w a Cf) • (2) RHU AUT 1� I ry (5)ARC UVA �, \ / • (6)OPU BAS III `— LLJ 9 DAL PUR / O ��- (6)RHU AUT • _I U L.I_ Il -I N • / I Q i o csFr , (8)SOL MIS r 0066 / ,`' m (5) ERI OVA , Z (8)JUN CAL' �� I %I W W (5)AND GER LL U J I I 0 LIMITED SIGHT 0 DISTANCE AREA �`,'` I �i l LLJ ~ I w Q Q 0 J � ' I I Un ry II ( Q U CO Cn � Q 0 I I m UJ z � . SEE INFRASTRUCTURE LANDSCAPE U' PLANS FOR DETAILED INFORMATION / I o I LLJ LU Know what's bellow. Call before you dig. Project Number: 2410 Date: 01/29/2025 z Q Q U SCALE : 1 "- 3 0' A STREET TREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR Produced by: AKM SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC N RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER N Sheet Number: NORTH 0 15' 30' 60' CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE 7C�N TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SECTION 27-31 . 73 OF / �J 76 U o � d 0 NATIVE SEED MIX NOTES GENERAL LANDSCAPE NOTES: 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF 40M 1. THE TIME OF YEAR SEEDING IS TO OCCUR SHOULD BE OCTOBER THROUGH EARLY MAY. DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. 111 S Meldrum Street,Suite 110 ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. Fort Collins, CO 80521 2. PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH LOOSENING AND ADDITION OF p. (970)223-7577 AMENDMENTS THAT PROMOTE WATER ABSORPTION AND RELEASE, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE DEVELOPMENT INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED www.bhadesign.com EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING WITH AN AUTOMATIC IRRIGATION SYSTEM. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. Landscape Architecture OPERATIONS. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION Urban Design SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE Master Planning WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. NOTWITHSTANDING THAT IRRIGATION SHALL BE PROVIDED BY A 3. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY NON-POTABLE WATER SYSTEM PURSUANT TO THE PUBLIC BENEFITS AGREEMENT, IRRIGATION PLANS SHALL BE SUBMITTED TO THE CITY ENVIRONMENTAL PLANNER. OF FORT COLLINS FOR REVIEW PRIOR TO THE CITY'S FIRST ACCEPTANCE OF THE PUBLIC IMPROVEMENTS FOR THE DEVELOPMENT. 4. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE 3. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION EQUIPMENT SHALL NOT BE USED). REVIEW PRIOR TO THE CITY'S FIRST ACCEPTANCE OF THE PUBLIC IMPROVEMENTS FOR THE DEVELOPMENT, AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 5. DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN '/2 INCH DEPTH. FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED 4. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 5. SOIL AMENDMENTS: THE FOLLOWING SHALL APPLY TO PLANTING AREAS OTHER THAN STREET TREE PLANTING AREAS. (SEE STREET 6. PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER TREE NOTES FOR SOIL AMENDMENTS REQUIREMENTS FOR STREET TREE PLANTING AREAS.) SOIL AMENDMENTS SHALL BE PROVIDED AS SEEDING ACTIVITIES. Revision: Date: FOLLOWS: AFTER TOPSOIL IS PLACED, TILL UNAMENDED SOIL TO A MINIMUM DEPTH OF SIX INCHES (6") IN AREAS TO BE PLANTED. VERIFY SOIL IS FREE OF FOREIGN MATERIALS, CONSTRUCTION DEBRIS, STONES LARGER THAN ONE-INCH (1") IN SIZE AND ANY OTHER 7. AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER APPROPRIATE METHODS. EXTRANEOUS MATERIAL. APPLY SOIL AMENDMENT (AGED COMPOST) AT THE RATE OF 3 CY/1,000 SF EVENLY ON SURFACE OF IN-PLACE PLASTIC BASED EROSION CONTROL MATERIALS (I.E., PLASTIC WELDED BLANKETS) SHALL NOT BE USED WITHOUT EXPRESS TOPSOIL AND THOROUGHLY BLEND INTO TOPSOIL AT A DEPTH OF SIX INCHES (6") TO PRODUCE PLANTING SOIL. COMPACT EACH PERMISSION FROM THE ENVIRONMENTAL PLANNER AS THESE MATERIALS HAVE PROVEN TO CAUSE WILDLIFE ENTRAPMENT BLENDED LIFT OF PLANTING SOIL TO 75 TO 82 PERCENT OF MAXIMUM STANDARD PROCTOR DENSITY PER ASTM D 698 AND TESTED IN-PLACE. GRADE PLANTING SOIL TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. ROLL AND RAKE, ISSUES. USE HYDROMULCH TACKIFIER FOR SEED AREAS LOCATED WITHIN THE MEDIAN/ROUNDABOUT. REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. PRIOR TO THE ISSUANCE OF 70 BUILDING PERMITS IN THIS DEVELOPMENT. A WRITTEN CERTIFICATION, INCLUDING THE DOCUMENTATON REQUIRED BY CITY CODE SECTION 12-132(2), MUST BE 8. SEE IRRIGATION PLANS FOR INFORMATION REGARDING LANDSCAPE IRRIGATION. SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH HEREIN. THIS CERTIFICATION SHALL BE SUBMITTED TO THE CITY FOR 9. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING REVIEW AND ACCEPTANCE AT LEAST TWO (2) WEEKS PRIOR TO THE DATE OF ISSUANCE OF CERTIFICATES OF OCCUPANCY. SOIL Lli AS NEEDED TO ESTABLISH COVER. AMENDMENTS SHALL NOT BE REQUIRED IN AREAS WHERE LOW IMPACT DEVELOPMENT STORMWATER QUALITY INFRASTRUCTURE IS LOCATED. 10. THE APPROVED NATIVE SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. DO NOT 6. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A U MOW DURING HOT, DRY PERIODS. DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR GROWTH. ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. Q J 11. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH LESS < J THAN TEN PERCENT OF COVER CONSISTING OF NOXIOUS WEEDS, NO BARE SPOTS LARGER THAN ONE FOOT SQUARE, AND/OR 7. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL Z O_ UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION CONTROL. PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER _ SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE 0 REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM U 12. THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND GROWTH AT W � THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. Q �j THE SATISFACTION OF THE AGENCY, THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR = z ADDITIONAL CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT. 8. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE OU WITH THE REQUIREMENTS OF THESE PLANS. Z 0 13. A WEED MANAGEMENT PLAN WILL BE DEVELOPED FOR CONSTRUCTION IN ACCORDANCE WITH CITY OF FORT COLLINS AND O THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: z LARIMER COUNTY REQUIREMENTS. THE PLAN WILL INCLUDE SITE ASSESSMENT, TREATMENT PLANS, AND MONITORING TO 9. �_ 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTSLU ACHIEVE A UNIFORM STAND OF SEED COVERAGE WITH LESS THAN TEN PERCENT (10%)ABSOLUTE COVER OF NOXIOUS WEEDS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS > WITHIN THE DEVELOPMENT AREA. 0 � 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES m 0 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. LU 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES w 4 FEET BETWEEN TREES AND GAS LINES < Q 10.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC F_ Q Z ~ z O 11.REGULATORY SIGNS MUST BE LOCATED A MINIMUM OF FIVE (5) FEET AWAY FROM ADJACENT TREES. (D 12.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM w GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN U co DESIGN. UJ 13.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, W LJJ STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION ANDco — ry MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. Z o 14.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -AS REQUIRED BY SITE CONDITIONS OR U w N PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE O EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. z W W z Q 15.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. Q O LL_ U _1 16.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A z (n W PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY 5-7 DAYS BEFORE TREE REMOVAL OR TRIMMING TO Q 0 IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF 0 z LJW ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVATN STATE AND FEDERAL REPRESENTATIVES TO DETERMINE pi Q M o WHETER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. W a Q V co UJ 17.THE DEVELOPER, OR ITS SUCCESSOR(S) IN INTEREST, SHALL BE RESPONSIBLE FOR THE ONGOING IRRIGATION AND MAINTENANCE OF Q THE LANDSCAPING LOCATED WITHIN THE PUBLIC RIGHT_OF_WAY ALONG THE PORTION OF GIDDINGS ROAD THAT ABUTS THE PROPERTY AS SHOWN ON THE FINAL DEVELOPMENT PLAN DOCUMENTS. THIS OBLIGATION MAY BE ASSIGNED TO A METRO DISTRICT OR HOMEOWNERS ASSOCIATION DULY CONSTITUTED PURSUANT TO COLORADO STATE LAW, HOWEVER, SHOULD SUCH HOMEOWNERS ASSOCIATION BE DISSOLVED, THE OBLIGATION SHALL BECOME THAT OF THE DEVELOPER OR ITS SUCCESSOR(S) IN INTEREST. w w 18.IF THE WATER SALINITY EXCEEDS AN ELECTRICAL CONDUCTIVITY LEVEL OF DS/M, A LONG-TERM IRRIGATION SYSTEM MANAGEMENT z PLAN, APPROVED BY THE CITY OF FORT COLLINS, IS AVAILABLE TO MANAGE THE NEEDS OF SENSITIVE PLANTS THAT MAY STRUGGLE IN SALINE CONDITIONS. BEFORE THESE THRESHOLDS ARE REACHED, THE PLAN ENSURES THAT IRRIGATION PRACTICES ARE DESIGNED TO SUPPORT LOCALIZED LEACHING, AND SCHEDULED IRRIGATION DURING COOLER PERIODS OF THE DAY. THE MANAGEMENT APPROACH Know whaft below. INCLUDES PERIODIC SAL LEACHING 1-3 TIMES PER YEAR BY EXTENDING IRRIGATION DURATION AND COORDINATING WITH HEAVY RAIN Call before you dig. Project Number: 2410 Date: 01/29/2025 W EVENTS. � U A STREET TREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR Produced by: AKM SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC N RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER Sheet Number: N N M CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE 7C�N TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SECTION 27-31 . 7`'r OF / �J 76 U o � d 0 4mm PLANT SCHEDULE GROUND COVERS 111SMeldrum Street,Suite 110 Fort Collins, CO 80521 p. (970)223-7577 CODE BOTANICAL / COMMON NAME SIZE CONTAINER HYDROZONE HEIGHT WIDTH SUN QTY NATIVE SEED - TYPE 1 www.bhadesign.com SEE LEGEND FOR LOCATIONS Landscape Architecture TREES PAWNEE BUTTES SEED INC. NOTES: Urban Design PIN NIG Pinus nigra/Austrian Pine 6' Ht. B&B Medium 50' 35' Full Sun, Part Shade 3 PBSI NATIVE ALKALI MIX 1. TOP OF LANDSCAPE BOULDERS SHALL BE 16"-18"ABOVE FINISH GRADE. PIN SYL Pinus sylvestris/ Scotch Pine 6' Ht. B&B Medium 55' 35' Full Sun 3 2. BOULDERS SHALL BE FREE OF SIGNIFICANT CRACKS. Master Planning COMMON NAME 3. BOULDERS SHALL BE OFFSET A MINIMUM OF 2 FEET FROM CURBS ABUTTING ROADWAY TRAVEL LANES. EVERGREEN TREES SHORTER THAN 20' PIN MU4 Pinus mugo/ Mugo Pine 6' Ht. B&B Medium 20' 20' Full Sun, Part Sun 2 Inland grass nland Saltgrass SET TOP SURFACE APPROXIMATELY LEVEL EVERGREEN TREES TALLER THAN 20' Blue Grama CONTRACTOR SHALL FIELD STAKE PROPOSED PIN FILE Pinus fiexiiis'Vanderwoif's Pyramid'/Vanderwolf's Pyramid Limber Pine 6' Ht. B&B Medium 30' 15' Full Sun 7 Alkali Sacaton BOULDER LOCATIONS FOR OWNER'S Bottlebrush Squirreltail SLOPE TO REPRESENTATIVE TO APPROVE PRIOR ORNAMENTAL TREES Canada Wildrye DRAIN TO PLACING BOULDERS SYR RET Syringa reticulata/Japanese Tree Lilac 1.5" Cal. B&B Low 15' 15' Full Sun, Part Sun 9 Western Wheatgrass Seeding rate: 14 PLS/Acre w MULCH TYPE VARIES, SHRUBS o RE:LANDSCAPE SITE PLAN z ARC UVA Arctostaphylos uva-ursi / Kinnikinnick 5 gal. Cont. Low 1 6' Full sun, Part shade 10 w PRU YDS Prunus pumila besseyi 'P011S'/ Pawnee Buttes® Sand Cherry 5 gal. Cont. Low 3' 6' Full sun, Part shade 23 "' RHU AUT Rhus trilobata 'Autumn Amber'/Autumn Amber Sumac 5 gal. Cont. Low 1.5' 8' Full sun, Part shade 27 ARevision: Date: EVERGREEN SHRUB MEDIANS r JUN CAL Juniperus sabina'Monna'/Calgary Carpet® Juniper 5 gal. Cont. Medium 1.5' 10' Full sun, Part shade 33 z PARTIALLY BURY BOULDER INTO EVERGREEN SHRUBS SOIL BELOW GRADE,AS SHOWN JUN BL8 Juniperus squamata'Blue Star'/ Blue Star Juniper 5 gal. Cont. Low 1.5' 3' Full sun, Part shade 18 COMPACTED SUBGRADE ORNAMENTAL GRASSES AND GER Andropogon gerardii/ Big Bluestem 1 gal. Cont. Low 6' 3' Full Sun 17 LANDSCAPE BOULDER (1-1/2 TON) SCH PRA Schizachyrium scoparium 'Prairie Blues' / Prairie Blues Little Bluestem 1 gal. Cont. Low 3' 3' Full sun, Part shade 25 4 SCALE: 314"= 1'0" PERENNIALS L J DAL PUR Dalea purpurea/ Purple Prairie Clover 1 gal. Cont. Very Low 3' 3' Yes 21 ERI OVA Eriogonum ovalifolium /Silver Buckwheat 1 gal. Cont. Medium 2' 3' Full Sun 15 INSTALL WOOD MULCH RING TO EXTENTS OF DISH MULCH AWAY FROM PLANT � OPU BAS Opuntia basilaris/ Beavertail Prickly Pear 1.5 gal. Cont. Very Low 1, 3' Full Sun 25 AROUND BASE TO A DEPTH OF 4". HOLD STEMS. MULCH SHALL NOT CONTACT � SOL MIS Solidago missouriensis/ Missouri Goldenrod 1 gal. Cont. Low 3' 2' Full sun, Part shade 19 MULCH AWAY 2" FROM PLANT FLARE. LEAVES OR STEMS OF PLANT. 0 CONSTRUCT WATERING RING AROUND \ PLANT ROOT BALL SLIGHTLY ABOVE GRADE SHRUB AT EDGE OF PLANTING PIT PROVIDE FERTILIZER PACKETS, TO CONTAIN WATER TO A DEPTH OF 2" AS/IF SPECIFIED ~ SPECIFIED BACKFILL MATERIAL,WATER MULCH PER PLAN Q U AND TAMP TO REMOVE AIR POCKETS < J U_ Z Z p NOTE: 0 I-__ U \� w PLANT SPECIES HAVE BEEN SELECTED WITH '� . ''X/ Q MODERATE TO HIGH SALT TOLERANCE BASED �� = z N ANTICIPATED SOIL AND WATER CONDITIONS. 0 Z GENERAL TREE PLANTING NOTES 00 2X ROOTBALL DIAMETER O 0606 1. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS,AND BROKEN OR SCARIFY SIDES AND BOTTOM Z DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE SHRUB PLANTING DETAIL LLJ PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES 3 SCALE: NTS > THAT EXTEND TO THE EDGE OF THE CROWN. 0 2. MARK NORTH SIDE OF THE TREE IN THE NURSERY AND ROTATE TREE TO m 0 FACE NORTH AT THE SITE WHENEVER POSSIBLE. TREES WHOSE NORTH L1J ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE C/) WRAPPED, EXCEPT TREES WITH VERY THIN BARK. LU 3. EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT Q 0 THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL > \ WITH SOIL, HOLD MULCH AWAY 2" FROM TREE TRUNK FLARE < Q 4. SET TOP OF ROOT BALL FLUSH WITH GRADE OR V-2" HIGHER IN SLOWLY GENERAL NOTES Z ~ O DRAINING SOILS. 1. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF THE Z m 5. IN SEEDED AREAS, HOLD SEED BACK TO A MINIMUM 36" DIA. CIRCLE. FORMA 0 ROOT BALL. 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. MULCH PLANTING PIT. 2. NYLON WEBBING SHALL NOT TOUCH OR RUB ADJACENT BRANCHES. v \ 3. INSTALL 3 GUY WIRES PER TREE,SPACE EVENLY AROUND TREE. 4. REMOVE STAKING AT AFTER FIRST GROWING SEASON. (3)2"0 x 6' LODGEPOLE WOODEN TREE STAKES. ADJUST TREE STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW, FIRST BRANCHES. TREE STAKES TO BE a DRIVEN OUTSIDE OF ROOT BALL. U co Q � 1"WIDE FABRIC WEBBING WITH GROMMETS& NYLON WEBBING GUY WIRES. ATTACH MIN. OF UJ J GALVANIZED WIRE OR CABLE,TWIST WIRE TO TIGHTEN, 4'ABOVE FINISH GRADE BREATHABLE PAPER OF FABRIC TREE WRAP APPLIED y PLASTIC FLAGGING, OR OTHER VISUAL UJU w FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER MARKER ON EACH WIRE — FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER PLANT TREE 2" 3" HIGHER THAN Z - BARK. USE MASKING TAPE TO SECURE. W co 45° MIN. SURROUNDING SOIL AND TAPER MOUND BACK I— U) N o INSTALL 3' DIA.WOOD MULCH RING AROUND BASE TO A 60° MAX. INTO EXISTING GRADE U W o co Cl) DEPTH OF 4"OR AS INDICATED IN PLANS TREES NOT LOCATED WITHIN IRRIGATED TURF 0 SHALL HAVE A 6" HIGH EARTHEN SAUCER BEYOND O z o TREES NOT WITHIN IRRIGATED TURF SHALL HAVE A ,� , EDGE OF ROOT BALL. 11— Z UJ :5ED 6" HIGH EARTHEN SAUCER BEYOND EDGE OF ROOT S%�/j��/j� ��/; , U) LJJ BALL. / Q a BACKFILL MATERIAL \ Q O /\ METAL DRIVE ANCHORS, INSTALLED PER REMOVE TWINE, ROPE,WIRE,AND BURLAP FROM ��i���/ //j MANUFACTURERS DIRECTIONS U J ENTIRE ROOT BALL. \�/j' INSTALL 3' DIA.WOOD MULCH RING AROUND BASE z U) LLI Z TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT TO A DEPTH OF 4"OR AS INDICATED IN PLANS, 0 HOLD MULCH AWAY 2"FROM TREE TRUNK FLARE 0 PRESSURE SO THAT ROOT BALL DOES NOT SHIFT �% W UNEXCAVATED OR COMPACTED MOUND UNDER /� � �A/� �A/��� INSTALL SPECIFIED BACKFILL UJ C) w \���//� �//A/��/; & THE ROOT BALL TO PREVENT SETTLING. REMOVE MIN. 2/3 OF WIRE BASKET. PULL OFF ALL U co 2 TIMES ROOTBALL DIA. BURLAP AND CUT ALL STRINGS. Q UJ 2 TIMES ROOTBALL DIA. 2 TR E PLANTING DETAIL EVERGREEN TREE PLANTING DETAIL m c� SCALE: NTS SCALE: NTS W 0 a x m w L 0 w O z o 0 d � T } Know what's below. Project Number: 2410 Qz Call before you dig. Date: 01129/2025 Q T m ry LU � U A STREET TREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR Produced by: AKM SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC N RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER Sheet Number: N N M CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE 7C�N TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SECTION 27-31 . 75 OF / �J 76 U o � d 0 4 s 111 S Meldrum Street,Suite 110 Fort Collins,CO 80521 p. (970)223-7577 www.bhadesign.com Landscape Architecture Urban Design Master Planning HYDROZONE FIDDLE Water Need Annual Water Use - - Hydrozone Area(s.f.) ---------- (gal. s.f. year) (Gallons) High 0 18 0 Medium 15,435 14 216,090 Revision: Date: Low 0 8 0 - Very Low 3,600 3 10,800 ____ Future DevlopmentAre al 0 0 0 TOTALS* 19,035 11.92 226,890 ------ *Does not include future development area - I-- - I I w C/) U ILL. z j z O 0 U 1 LU ZD U) 015 � � o Z U II C!) Z II LU ,I 0 0 ZD w cn w Q o Q Q z Z � O p d G ij o a _ - J W I I d ---- Q U) Q I II J I i W F LU r..0 U) - Q LL Z W LU ry i i Q W i i O U) Q N O -17 z w _ > 0 W F- LUM C) U W ry Q U_ Z _ U) 73 Q U O z 0 U) W Q 2 CD W LU W Z O z o O m Q Q Project Number: 2410 Z U) Date: 01/29/2025 T LU m W U A STREET TREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR Produced by: AI<M SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC N N RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER Sheet Number: N � N M CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE N TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SECTION 27-31. 76 OF 7�!(] �O U a� o � a o CONSTRUCTION NOTES INSTALLATION GENERAL NOTES IRRIGATION LEGEND 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE O THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE IRRIGATION SYSTEM OF 80 PSI,AT A DESIGN FLOW OF 25 GPM AT THE 1-INCH 0 SLEEVES.-SCH 40 PVC 111 S Meldrum Street,Suite 110 DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY IRRIGATION POINT-OF-CONNECTION (POC). TAP, METER, BACKFLOW Fort Collins, CO 80521 OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTER, MASTER VALVE AND FLOW METER SHALL BE SIZED AS INDICATED POINT-OF-CONNECTION ASSEMBLY p. (970)223-7577 I PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED. VERIFY IN THE DRAWING LEGEND. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO www.bhadesign.com EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. CONSTRUCTION. MAINLINE PIPE: CLASS 200 PVC 1 1/4-INCH SIZE UNLESS OTHERWISE INDICATED Landscape Architecture � I O PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND Urban Design LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO ( LATERAL PIPE TO DRIP EMITTERS: UV RADIATION RESISTANT POLYETHYLENE g WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BETAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR CONSTRUCTION. 3/4-INCH SIZE UNLESS OTHERWISE INDICATED' ROUTING IS DIAGRAMMATIC Master Planning - I MAINTENANCE,AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, 3. COORDINATE UTILITY LOCATES("CALL BEFORE YOU DIG") OF UNDERGROUND -- LATERAL PIPE TO TREE RINGS:CLASS 200 PVC NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE UTILITIES PRIOR TO CONSTRUCTION. 1-INCH SIZE UNLESS OTHERWISE INDICATED APPROVED BY OWNER'S REPRESENTATIVE. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC � '�`� ° • �,�9-�� _ WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE 1-INCH SIZE UNLESS OTHERWISE INDICATED r DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, - c - IRRIGATION CONTROL WIRES IN CONDUIT OR WITH WARNING TAPE * - NOTES,OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH a OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S • /00�29 2 • `' / ESTIMATED ANNUAL WATER USE ® REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-100-PRBR Q REPRESENTATIVE. W/WEATHERTRAK WT2W H2O 1 VD VA IFS I % THE IRRIGATION SYSTEM AS SHOWN ON THIS PLAN HAS AN ESTIMATED ANNUAL 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE,THE FOLLOWING SHOULD i I WATER USE OF 85,296 GALLONS. TO VERIFY EFFICIENT IRRIGATION SYSTEM BE NOTED: REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: RAIN BIRD PESB (SIZED PER PLAN) W/WEATHERTRACK WT2W-H20-1 VD OPERATION,THE OWNER SHALL COMPARE THIS ESTIMATED IRRIGATION WATER USE WITH ACTUAL WATER USE,AS RECORDED ON SITE,AFTER ALL PLANT A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE O QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5NP MATERIAL HAS BEEN ESTABLISHED. PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN Revision: Date: LANDSCAPED AREAS WHENEVER POSSIBLE. � THE ESTIMATED ANNUAL IRRIGATION WATER USE OF THIS SYSTEM IS BASED ON N ISOLATION GATE VALVE ASSEMBLY: NIBCO T-113K 30-YEARS AVERAGE EVAPOTRANSPIRATION RATES (ET) FOR THE LOCAL AREA B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE AND TYPICAL NEW IRRIGATION SYSTEM EQUIPMENT EFFICIENCIES. MAJOR PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID F FLOW SENSOR ASSEMBLY: HYDROPOINT FLOWHD-PLASTIC OPOC I F A DEVIATIONS FROM THIS ESTIMATE USE SHOULD BE BROUGHT TO THE ATTENTION CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, cNo " I OF THE OWNER AND CURRENT IRRIGATION MAINTENANCE COMPANY AT THE AND ARCHITECTURAL FEATURES. MM WATER METER AND CURB STOP ASSEMBLY: BY OTHERS SIZE: 1-INCH / j' / 1 TIME OF THE DEVIATION. PRESSURE: 80 PSI 1Y4 C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE FLOW: 25 GPM o CON ' RO L L E R O TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION AND WATER USE,AN BULLNOSE CONFIGURATION,OR USE OF CROSS TYPE FITTINGS IS NOT MASTER VALVE ASSEMBLY: RAIN BIRD PESB (1") - Al 120 VAC POWER REQUIRED ' IRRIGATION SYSTEM EVALUATION AND AUDIT SHOULD BE PERFORMED. ALLOWED. 2�.2 � 1 ., � FLUSH CAP ASSEMBLY WITH DRIP INDICATOR 1" QUICK COUPLER 1„ 1Y4 / FOR WINTERIZATION NatlVe 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE CRITICAL ANALYSIS COMPLETION OF THE PROJECT: A2 � /� INDICATES CONTROLLER AND STATION NUMBER W Drl I FLOW AVAILABLE A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED Al �� INDICATES LATERAL DISCHARGE (GPM) � 1" z Flow Available 25 GPM VALVES. 14 �� INDICATES VALVE SIZE (INCHES) �- Shrub PLANTING AREAS WITHIN BOUNDARY(RED Turf A3 G) DASHED LINE)TO BE MAINTAINED BY CITY OF PRESSURE AVAILABLE 7. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF � INDICATES LANDSCAPE APPLICATION U 2.8$ FORT COLLINS, SEE CITY UTILITY SET FOR Static Pressure at POC: 55 PSI IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND 0 LANDSCAPE PLANS THIS AREA Pressure Available: 80 PSI ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE 1 A4 INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH �p R UNIT CONTROLLER Tree Z Dri DESIGN ANALYSIS PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT ��// WEATHERTRAK IRRIGATION CONTR LLEET C/) 1" Maximum Station Flow: 20.2 GPM INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION WITH LTE UPGRADE KIT C) Cr Shrub Flow Available at POC: 25.0 GPM CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF J �" NOf ;;0 Residual Flow Available: 4.8 GPM THE PIPE PASSING THROUGH. 0 WEATHER SENSOR:IRRITROL RAIN/FREEZE SENSOR RFS1000 LL. Z o I Pressure Req. at Critical Station- 45.0 PSI 8. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN Z 0 Loss for Lateral pipe from RCV to Sprinkler: 3.0 PSI ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE # INLINE TREE DRIP RING ASSEMBLY: RAIN BIRD XFS-CV-06-12 ODES TY T CODES. C ECTR UTILITY EL ECTRIC L I Q 0 Loss for Remote Control Valve: 3.0 PSI L � TRACT E Loss for Main Line: 6.0 PSI sNo GROUNDING AND SURGE ARRESTOR ASSEMBLY: WEATHERTRAK WT2W-H2O-SA LU 79957 SF 9. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF � � Loss for Master Valve: 3.0 PSI UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE DE, FUTURE Loss for Backflow: 0 PSI UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE POP-UP ROTATING SPRAY SPRINKLER:RAIN BIRD 1812-S-P45 W DEVELOPMENT I \ I Loss for Meter: 3 PSI Vie = Z UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE W/RVAN14 SERIES NOZZLE m \ I Loss for Service Line Length: 3.9 PSI �- 0 PRESSURE: PSI RADIUS:8 FEET TO 14 FEET • �'. " Loss for Elevation: 0.0 PSI NOTED IN THE LEGEND. 0 FLOW(GPM): Q-0.32 H-0.63 F-1.27 z Miscellaneous Losses: 0.0 PSI 06 ki 4 Critical Station Pressure at POC: 51.9 PSI 10. INSTALL ONE (1) #14 AWG TWO-WIRE PAIR ON TWO-WIRE SYSTEMS , FOR USE O AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH 1s POP-UP ROTATING SPRAY SPRINKLER:RAIN BIRD 1812-S-P45 Residual Pressure Available: 13.1 PSI DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. TRACING WIRE W/RVAN18 SERIES NOZZLE LZ I 1 TO BE INSTALLED ENTIRE LENGTH OF MAINLINE. PRESSURE:45 PSI RADIUS:13 FEET TO 18 FEET ` ® \> NOTE FLOW(GPM): Q-0.50 H-1.02 F-1.85 0 0 *WIRES SHALL BE TESTED AT EVERY LOCATION WHERE THE WIRES CROSS j5 POP-UP ROTATING SPRAY SPRINKLER:RAIN BIRD 1812-S-P45 OM L1J ROADWAYS AND AT EVERY GROUND LOCATION (INCLUDING VALVE BOX GROUND W/RVAN24 SERIES NOZZLE co r AND END OF RUN GROUNDS). PRESSURE:45 PSI RADIUS-17 FEET TO 24 FEET W �I FLOW(GPM): Q-0.92 H-1.84 F-3.67 Q 0 *LANDSCAPE AND IRRIGATION ON THESE ROADWAY AND INFRASTRUCTURE PLAN > Q SHEETS SHALL BE MAINTAINED BY CITY OF FORT COLLINS PARKS. < Q r *TRACING WIRE TO BE INSTALLED ENTIRE LENGTH OF MAINLINE. NON-POTABLE NOTE z IF— = � � 0 0 ALL PIPING,VALVES,VALVE BOXES,SPRINKLERS, DRIP COMPONENTS, 0 D IRRIGATION INFRASTRUCTURE,AND ALL WATER EMISSION DEVICES o SHALL BE MARKED PURPLE TO INDICATE USE WITH NON-POTABLE a i m 1 °' i T WATER. 'cJ \ \\ Equipment • • • Rotor Native Grasses '• • O I I \ \ \\ 1 0.00 0.00 11: 'w • I = m • \ • • • • z F I \ Plant Water MonthlyWater MonthlyWater Use with 0% Plant Water MonthlyWater MonthlyWater Use with 0% Plant Water MonthlyWater MonthlyWater Use with 0% Plant Water MonthlyWater MonthlyWater Use with 00/i W > Month P--.9 F, Req'mt(in) Req'mt(in) Use(ga I) Effective Req'mt(in) Req'mt(in) Use (gal) Effective Req'mt(in) Req'mt(in) Use(gal) Effective Req'mt(in) Req'mt(in) Use(gal) Effecti Precip.(gal) Precip.(gal) Precip.(gal) Precip.(galo,C UJ W o January 0.00 0.00 - - 0.00 0.00 - - 0.00 0.00 - - 0.00 0.00 w // • / I February 0.00 0.00 0.00 0.00 March 0.00 0.00 - - 0.00 0.00 - - 0.00 0.00 - 0.00 0.00 - - W_ April 0.45 0.50 1,773 1,773 0.63 0.97 - - 0.63 0.84 - 0.27 0.36 778 778 a / O I May 1.95 2.17 7,681 7,681 2.73 4.20 - - 2.73 3.64 - 1.17 1.56 3,370 3,370 w } - - 0 z � UJI I June 3.30 3.67 12,999 12,999 4.62 7.11 4.62 6.16 1.98 2.64 5,704 5,704 Cl) / I July 3.55 3.94 13,984 13,984 4.97 7.65 = = 4.97 6.63 = = 2.13 2.84 6,136 6,136 O 0 August 3.10 3.44 12,211 12,211 4.34 6.68 4.34 5.79 1.86 2.48 5,358 5,358 w I September 2.25 2.50 8,863 8,863 3.15 4.85 - - 3.15 4.20 - 1.35 1.80 3,889 3,889 m _ o / - t October 0.45 0.50 1,773 1,773 0.63 0.97 - 0.63 0.84 0.27 0.36 778 778 0 z 0 z November 0.00 0.00 - - 0.00 0.00 - - 0.00 0.00 - 0.00 0.00 - J oz December 0.00 0.00 - - 0.00 0.00 - - 0.00 0.00 - 0.00 0.00 - - emu^ J ui a V J Subtotals(gal/year) 59,283 59,283 - - - - 26,013 26,013 o Subtotals(acre-feet/year) 0.18 0.18 - - - - 0.08 0.08 UJ Z SCALE : 1 "- 3 0' Peak Flow(gpm) 1.49 1.49 0.00 0.00 0.00 0.00 0.66 0.66 ^ O 0 U Z Peak Flow Normalized(gpm/acre) 11.38 11.38 0.00 0.00 0.00 0.00 8.19 8.19 0 2 U) LU L Q N O R T H 0 15' 30' 60' (� a U_ Zone Flow valve Zone Flow Precip. Rate Water Applied Runtime Area co Irrigation Type Valve Number Type Equipment Pressure W Number (GPM) (in./hr.) (in.week) (min./week) (Sq.Ft.) (GPM) - a Z co w Al Native 20.20 0.45 0.8 107 3602 Al Native Rotary 20 .20 45 .00 X a`) O 2i 0 A2 Shrub 3.71 0.27 1 222 3668 A2 Shrub Drip 3 .71 30 .00 oZ Project Number: 2410 W A3 Tree 2.88 1 .05 1 .5 86 80 A3 O 2 .88 30 .00 Produced by: DM29/2025 Tree Drip 2E A4 Shrub 4.53 0.29 1 207 4450 °� � o co Totals : 621 11800 A4 Shrub Drip 4 .53 30 .00 N � Sheet Number: N � 76 U 77 OF 79 o � an0 s 111 S Meldrum Street,Suite 110 Fort Collins, CC 80521 A p. (970)223-7577 B 6' MIN. 6' MIN. WWW.bhadesign.com A. 20"JUMBO VALVE BOX WITH COVER B Landscape Architecture B. FINISH GRADEITOP OF MULCH A. 30"LENGTH OF COILED WIRE C. 30"LENGTH OF COILED WIRE B. FINISH GRADE D. WIRE SPLICE(REFER TO SPECIFICATIONS) C C. VALVE BOX EXTENSION Urban Design E. HYDROMETER (HEIGHT AS REQUIRED) 3" MIN. Master Planning L F. RESTRAINED FLANGE ADAPTER EBAA IRON L D. WIRE SPLICE(REFER TO 5" MAX.SPECIFICATIONS C D SERIES 2100 FOR 3"FLANGED,PVC FIPT FITTING FOR THREADED HYDROMETER E. 20"JUMBO VALVE BOX A ASSEMBLIES(1 OF 2) WITH COVER B E G. FILTER FABRIC F. SOLENOID VALVE H. PVC MAINLINE A G. PVC PIPE A. JUMBO VALVE BOX WITH COVER r F G I. 3'MINIMUM DEPTH OF 314"WASHED GRAVEL H. BRICK(1 OF 4) C B. FINISH GRADErrOP OF MULCH J. BRICK(1 OF 4) E I. FILTER FABRIC C. 114"THREADED BRASS CAP ' K. CONCRETE SUPPORT D J. T MINIMUM DEPTH OF 314" D D. 112"REDUCING MALE ADAPTER R9 WASHED GRAVEL E E. 1l2"COPPER TYPE K(LENGTH AS REQUIRED) � ® ® H L. TRACING WIRE K. PVC SCH 40 MALE ADAPTER F. 6"PVC CL 200 PIPE(LENGTH AS REQUIRED) F K L TRACING WIRE G. T MINIMUM DEPTH OF 3/4"WASHED GRAVEL C� H. BRICK(1 OF 4) _ F I. COPPER PIPE TO BACKFLOW PREVENTION * w o G G ASSEMBLY(LENGTH AS REQUIRED) n v I 2 J. COPPER TEE K J H K. COPPER MALE ADAPTER(1 OF 2) /002932`, Q H I L. CURB STOP VALVE WITH COPPER SERVICE, �f�9^ OF S N�% THREAD BOTH ENDS NOTES: I M. COPPER PIPE TO EXISTING COPPER PIPE 4�� ` 1.USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. NOTES: OUTSIDE EXISTING WATER METER l * GO y 2.NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE(SIZED 1.USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. AS SHOWN). 2.NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE(SIZED 3.INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX.USE DUCT TAPE TO SECURE FABRIC TO PIPE AS SHOWN). M L K J AND VALVE BOX. 3.INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX.USE DUCT TAPE TO SECURE FABRIC TO PIPE NOTE: 4.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. AND VALVE BOX. 1.FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS .POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID. 4.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. OTHERWISE NOTED. 5 5.INSTALL SO THAT GRAVEL I CONCRETE IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY.DRAIN 5.POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID. 2.THIS ASSEMBLY IS INTENDED TO BE USED FOR WINTERIZATION OF BACKFLOW PREVENTION Revision: Date: PLUGS MUST BE ACCESSIBLE. 6.INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY. ASSEMBLY,FLOW SENSOR,HYDROMETER AND MASTER VALVE ONLY. 8 HYDROMETER 8 MASTER VALVE B WINTERIZATION (POTABLE) 1 ASSEMBLY N.T.S. 2 ASSEMBLY (2" AND SMALLER) N.T.S. 3 ASSEMBLY (2.511 AND SMALLER) Lu MINIMUM 5 x PIPE MIN.10 x PIPE DIAMATER FROM DIAMETER FROM NEAREST FITTING OR VALVE NEAREST FITTING OR A VALVE B A 3" MIN./ f 5" MAX. A A. FINISH GRADE/TOP OF MULCH �•J A. 12"VALVE BOX WITH COVER B. QUICK-COUPLING VALVE B. FINISH GRADEITOP OF MULCH A. FINISH GRADE/TOP OF MULCH C. IT ROUND VALVE BOX WITH COVER C. FLOW SENSOR J B Lam` B. 10"ROUND VALVE BOX WITH COVER D. HARCO QUICK COUPLER ANCHOR D. SHIELDED PE-39 COMMUNICATION CABLE TO B C. 6"PVC CL 200 PIPE(LENGTH AS REQUIRED) C E. PVC SCH 80 TOE NIPPLE(LENGTH AS CONTROLLER D. 3"MINIMUM DEPTH OF 3l4"WASHED GRAVEL REQUIRED) ^ I E. FILTER FABRIC E. BRICK(1 OF 2) F. BRICK(1 OF 2) V J F. MAINLINE PIPE F. THREADED BRONZE GATE VALVE WITH SOLID D G. CONTRACTOR FABRICATED UNITIZED U C D G. BRICK 4) 1--Al WEDGE,NON-RISING STEM SWING JOINT 1"MIPT INLET X SOC OUTLET H. 3"MINIMM UMM DEPTH WASHED GRAVELD G. PVC MAINLINE F H. TEE OR EL:SEE SPECIFICATIONS FOR I. WIRE SPLICE(REFERR TOO SPECIFICATIONS) H. PVC SCH 40 MALE ADAPTER(1 OF 2) E MATERIALS E I. TRACING WIRE 1. PVC MAINLINE PIPE Z ( �❑F E J. TRACING WIRE - G G F I U 1J NOTES: W ti 1.FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK LL NOTES: G COUPLING VALVE INLET SIZE. 1.ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF STRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME. 2.INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ASSURE PROPER OPERATION G QUICK COUPLER KEY. z 2.INSTALL FILTER FABRIC AROUND EXTERIOR C VALVE BOX.USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. H 3.INSTALL SWING JOINT LAY ARM BETWEEN 30'AND 45°OF LATERAL PIPE IN ORDER TO 3.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. NOTE' � O 4.INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY. 1.NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. ABSORB DOWNWARD IMPACT. R FLOW SENSOR ISOLATION GATE VALVE QUICK COUPLING VALVE z0 06 2 4 ASSEMBLY (2.5"AND SMALLER) NTS 5 ' ASSEMBLY (1,5'I AND SMALLER) 6 ASSEMBLY (1,511 AND SMALLER) N.T.S. - z jUJ 0 m O ZD w 3" MIN. 3" MIN. D 3 MIN. A. DECODER w 5'" MAX. < Q B. WIRE CONNECTOR FROM TWO-WIRE CABLE TO DECODER(1 OF 2) C. WIRE FROM DECODER TO VALVE SEE C A E SPECIFICATIONS Q B D. FINISH GRADE/TOP OF MULCH Q f E. JUMBO VALVE BOX WITH COVER O F. WIRE SPLICE FROM DECODER TO SOLENOID VALVE 500'MAX OR 5 DECODERS Z (1 OF 2,REFER TO SPECIFICATIONS) GROUND ALL DEAD ENDS O � K BETWEEN GROUND POINTS U p L G. 3"MINIMUM DEPTH OF 3l4"WASHED GRAVEL 25'AND LONGER O H U H. PVC BALL VALVE WHICHEVER IS FIRST O _ CC I. CHRISTY I.D.TAG 0- U G J. FILTRATION AND PRESSURE REGULATING DEVICE EMITTER SCHEDULE o M K. REMOTE CONTROL VALVE O J V H N L. PVC SCH 80 TOE NIPPLE PLANT EMITTERS GPH PER TOTAL GPH U) M. PVC SCH 40 EL L/ - TYPE PER PLANT OUTLET PER PLANT = P S R N. PVC SCH 40 PIPE(TYPICAL)(LENGTH AS REQUIRED) - A. DRIP LATERAL PIPE 5 GAL.LOW SHRUBS 2 SINGLE 1 GPH 2 GPH D Q 0. PVC SCH 40 FEMALE ADAPTER A WIRE PATH / B. EMITTER j P. FILTER FABRIC / \``�\ OUTSIDE SPHERE E i F\\�� C. SHRUB(NUMBER AND SIZE OF B 1 GAL.LOW SHRUBS 2 SINGLE 1/2 GPH 1 GPH ¢ Q. BRICK 1 OF 4 OF INFLUENCE i H EMITTERS PER EMITTER SCHEDULE) � ( ) � � � 1 GAL.LOW GROUND 2 SINGLE 1/2 GPH 1 GPH z R. PVC MAINLINE GROUND TWO WIRE CABLE NEAR I % (8-10') i C G D. PERENNIAL(NUMBER AND SIZE OF O G COVER/PERENNIAL � U T S. TWO-WIRE CABLE CONTROLLER PER MANUFACTURER'S I I I EMITTERS PER EMITTER SCHEDULE) NOTES: T. TEE OR EL:SEE SPECIFICATIONS FOR MATERIALS GUIDELINES I 5 GAL.MEDIUM SHRUBS 2 SINGLE 2 GPH 4 GPH _ 1.USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE -1J w ASSEMBLY. U. PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, D C 1 GAL.MEDIUM SHRUBS 2 SINGLE 1 GPH 2 GPH HIDDEN) AND PVC SCH 40 EL 2.NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE i 1 GAL.MEDIUM GROUND 2 SINGLE 1 GPH 2 GPH ` i L) SOLENOID PVC SCH 80 NIPPLE(1 OF 2)SOLENOID VALVE(SIZED AS SHOWN). SPHERE OF INFLUENCE A COVER/PERENNIAL 3.INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX.USE DUCT TAPE TO SECURE NOTES: A. TWO WIRE CABLE \`-- NOTE: FABRIC TO PIPE AND VALVE BOX. 1.ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. D cn B. VALVE BOX(10"ROUND OR AS NECESSARY) 1. ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF 4.TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45°ELBOW FITTINGS 2.MAKE ALL WIRE SPLICES IN VALVE BOXES. C. REMOTE CONTROL VALVE w PLANT MATERIAL. DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 3.LEAVE A MINIMUM OF 36'EXTRA WIRE AT ALL SPLICE POINTS. D. 5/8'X 8'U.L.LISTED GROUND ROD 2. PLACE EMITTERS AT A LOCATION TO NOT SATURATE PLANT ROOTS, z 5.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 4.TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS, E. DECODER LOCATE EMITTERS JUST OFF THE EDGE OF THE ROOT BALL. \ w 0 6.POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID,AND PROPER 5.EARTH TO GROUND RESISTANCE MUST MEET OR EXCEED MANUFACTURER REQUIREMENTS. F. LINE SURGE PROTECTOR 3. REVIEW PLANT MATERIAL HEALTH 1 MONTH AFTER INSTALLATION / OPERATION OF BALL VALVE. A 6.INSTALL ALL GROUND ASSEMBLIES IN VALVE BOXES. ` r/1 ui G. BARE AWG#10 COPPER WIRE AND ADJUST EMITTER SIZE AND QUANTITY PER CITY FORESTRY /1 �,/J ¢ 7.COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 7.INSTALL GROUNDING EQUIPMENT AS INDICATED ON THE IRRIGATION DOCUMENTS AND AS UJ H. 3M DBRIY-6 CONNECTION DIRECTION. RECOMMENDED BY THE MANUFACTURER. I. BARE COPPER CONNECTION ("CADWELD-) < J. REMOTE CONTROL VALVE ASSEMBLY DRIP REMOTE CONTROL VALVE (MAINLINE 1.511 AND SMALLER) B 2-WIRE GROUNDING DRIP EMITTER PLACEMENT } 7 ASSEMBLY (TWO-WIRE SYSTEM) g SCHEMATIC N.T.S. 9 DETAIL NTS. j Z o UJI LU 0 UJ Z 00 O D_ W Q W O E B¢ C Cn A - r z B < � W E 1K_ O D �1�1 A. JUMBO VALVE BOX WITH EXTENSION AND C COVER(HEIGHT AS REQUIRED) z 1'FROM F B. FINISH GRADE/TOP OF MULCH r , TRUNK 1 C. AIR VACUUM RELIEF VALVE v D. TRACING WIRE H E. BRASS BALL VALVE(SIZE 2') U) LLUU F F. PVC SCH 80 NIPPLE(LENGTH AS REQUIRED) G. 3'MINIMUM DEPTH OF 314'WASHED GRAVEL - y T FROM H. BRICK(I OF 4) M A TRUNK 1 1 E I. PVC MAINLINE PIPE LLJ N E D J. TEE OR EL:SEE SPECIFICATIONS FOR F Lr\� MATERIALS w O A. FINISH GRADE/TOP OF MULCH a H G B. 6"ROUND VALVE BOX WITH COVER z C. FLUSH CAP WITH HOSE THREAD CAP X X I D. DRIP IRRIGATION LATERAL LU E. 3"MINIMUM DEPTH OF 3/4"WASHED GRAVEL A. PVC PIPE H 9 D F. BRICK(1 OF 2) B. 3/4"POLYETHYLENE TUBING:RAIN BIRD XBS BLACK STRIPE PIPE J t: p G. 90°INSERT FITTING C. EASY FIT BARBED TEE:RAIN BIRD MDCFTEE(CITY AS REQUIRED) E H. PINCH CLAMP(1 OF 2) D. EASY FIT REMOVABLE FLUSH CAP:RAIN BIRD MDCFCAP(QTY AS REQUIRED) O E. LANDSCAPE DRIPLINE TUBING:RAIN BIRD DRIPLINE MODELXFCV-06-12(0.6 a GPH/EMITTER) F. TIE DOWN STAKE:RAIN BIRD TDS-050 W/BEND(QTY AS REQUIRED) Project Number: 2410 H. EASY OOTBALL FITNOTES: BARBED ELBOW:RAIN BIRD MDCFEL(QTY AS REQUIRED) NOTE:SY Date: 01/29/2025 m w 1.OPEN BALL VALVE IN ASSEMBLY 1l4 TURN UNTIL IRRIGATION SYSTEM IS FULLY CHARGED WITH WATER. NOTE: 2.DIAME ERTORDR PLINE RINGS AREDDEPENDANT ON TREE CA OPY SIZES 2-3"BELOW GRADE. 2.CLOSE VALVE DURING WINTERIZATION AND OPEN 1/2 TURN AFTER WINTERIZATION OF SYSTEM TO Produced by: D M 1.INSTALL FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LATERAL SEGMENT. 3.CONTRACTOR SHALL CUT DRIP TUBING AT POINT'X"AND INSTALL FLUSH CAP AS TRUNK DIAMETER FL U PROTECT VALVE DURING FREEZING WEATHER. m T INCREASES. 4.APPROXIMATE FLOW PER ASSEMBLY IS 0.23 GPM FOR THE 2-RING ASSEMBLY AND.43 GPM FOR THE Lo N 1 O FLUSH CAP 1 1 DRIP TREE RING 3-RING ASSEMBLY. m AIR VACUUM RELIEF VALVE N 12 Sheet Number: ASSEMBLY N.T.S. ASSEMBLY N.T.S. _ ASSEMBLY N.TS. N n d d 0 78 OF 79 cc � o s 111 S Meldrum Street,Suite 110 Fort Collins, CO 80521 p. (970)223-7577 www.bhadesign.com 24 ---� Landscape Architecture A. IRRIGATION CONTROLLER i I B. STAINLESS STEEL ENCLOSURE FOR A IRRIGATION CONTROLLER I i C. JUNCTION BOX WITH DISCONNECT FOR Urban Design L J ELECTRICAL SERVICE D. TERMINAL STRIPS FOR CONTROL WIRING ------------- B aster Planning E. FINISH GRADE 3M DBR/Y-6 SPLICE KITS 1/2" 8 36" I I F. CONCRETE PAD(6"MINIMUM THICKNESS) G. COMPACTED SUBGRADE 1.STRIP ENDS OF WIRE , -Q H. Y SCH 40 ELECTRICAL CONDUIT AND SWEEP 2.SECURE WIRES INTO WIRE NUT n L � 3.INSERT WIRE NUT INTO GEL-FILLED TUBE ® B. A. WARNING TAPE ELL FOR LOW VOLTAGE WIRING L 4.POSITION WIRES INTO CHANNELS B. FINISH GRADE J "f4 I FOR E 0VAC ELECTRICAL SERVICE PER L 5.CLOSE SPLICE KIT FOR SECURED SEAL C. BACKFILL 2 LOCAL CODES D. LATERAL PIPE • i�rF� E. TRACING WIRE Ili 6" F. CONTROL OR Y/ 1E j ill D MIN. TWO-WIRE CABLE 2" PEDESTAL i P E III G. MAINLINE PIPE ( �► 1 3. 4. v o • /002932 h �© G �VAF9 H NOTE: IIIIII NOTE: 1.PROVIDE PRE-WIRED U.L.LISTED CONTROLLER ASSEMBLY. 1.REFER TO IRRIGATION SPECIFICATIONS FOR COVERAGE 2.PAINT ENCLOSURE WITH TWO COATS OF RUST INHIBITING PAINT. NOTE: DEPTH TO BURIED PIPE AND WIRE. 1.VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING'FINGERS", Revision: Date: 13 IRRIGATION CONTROLLER m 14 WIRE SPLICE TRENCH ASSEMBLY (PEDESTAL MOUNT) DETAIL ".TS. @ DETAIL N.T.S. � 4 4 C ^ 12" 8 MI D SHORTEST DISTANCE E A.120V POSSIBLE F B. PVC WEEP ELLON.SLEEVE IF POSSIBLE w w 10' MIN C.ELECTRICAL BOX BY CITY M MARK SLEEVE LOVATION IN p D. CONTROLLER CABINET 1 1 CONCRETE WITH 3""X",1"OFFSET E. TRANSFORMER G A. IRRIGATION CONTROLLER ASSEMBLY FROM CONCRETE EDGE O F. FUSE DISCOONECT(5 AMP FUSE WITH ON/OFF fit SWITCH) B. UL LISTED 5l8"X 10'COPPER-CLAD GROUNDING ROD 12"MINIMUM G.SLOPE TO DRAIN C. UL LISTED 4"X 8'COPPER GROUNDING PLATE 10' A z 6 ro H. WARNING TAPE D. 10"ROUND VALVE BOX WITH COVER e a E. CADWELD CONNECTION:PAIGE ELECTRIC I. CONDUIT(SCHED.80) N H L K N z J. CONTROLLER POWER F. Y MINIMUM DEPTH OF 314"WASHED GRAVEL K. 1. "PV WEEP ELL G. BRICK(1 OF 4) LJ� 5 CS �� L. #6 BARE COPPER WIRE TO BRONZE CLAMP H. #6 AWG INSULATED SOLID COPPER WIRE.NO SHARP BENDS. A.FINISHED GRADE OF PAVED A B I M M.3"PVC SWEEP ELL AND CONDUIT FOR CONTROL I. SPHERE OF INFLUENCE REFER TO SPECIFicnn s J WIRES J. EARTH CONTACT MATERIAL,POWERSETo OR POWERFILL® PLAN VIEW g SURFACE DEPENDING A T MATEIL RIAL, P CONDITIONS EFERTOSPEciFicnnoNs B. SLEEVE FOR LATERAL PIPE U N. COPPER CLAD GROUNDING ROD J"X B')PAIGE C.SLEEVE FOR MAINLINE PIPE ELECTRIC PART#182007 IN BOX K. FINISH GRADE K P. POWER SOURCE D. SLEEVE FOR WIRING � 0.FINISHED GRADE REFER TosPeaFicnnoR L.` � B � z LIGHT AND POWER WORK LANDSCAPE CONTRACTOR WORK I 12" D z O NOTES: G _ 1.LIGHT AND POWER TO SET BOX AND POWER.NOTIFY CITY PROJECT MANAGER IF POWER EXCEEDS 240V AND/OR IF 30" MINIMUM 0 U SOURCE POWER IS LESS THAN 24"DEEP. 2.INSTALL CONTROLLER CABINET,GROUNDING AND FUSE DISCONNECT F 3.KEEP FUSE DISCONNECT OFF AND INSTALL ELECTRICAL CONNECTION TO ELECTRICAL BOX H w V J r J LL 4.CONTACT LIGHT AND POWER TO CONNECT POWER SOURCE TO CONTROLLER POWER ) 5.CONFIRM WIRING CONFIGURATION AT TRANSFORMER IN IRRIGATION CONTROLLER BASED ON POWER SOURCE B D VOLTAGE NOTE: 6.TURN ON POWER AT FUSE DISCONNECT SECTION VIEW 1.INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT Z 7.CONTACT PARKS WITH SERIAL NUMBER AND SIM CARD NUMBER ON CONTROLLER H C ONE OR BOTH ENDS-NOT ALONG ITS LENGTH. CONTROLLER POWER CONTROLLER GROUNDING E SLEEVE 0U 16 DETAIL N.T.S. 1 7, DETAIL 1 g DETAIL NTS 0 06 a - H U) w 01 >_ 0 � R-VAN ROTARY NOZZLE, PER PLANVkAVI m 0 PURPLE CAP f 3" MIN 3" MIN U J FINISHED GRADE - 5„ MAX.- - - - 3" IN. ---�- - - - - - Q _ -i I- -II- III- LU FINISH GRADE/TOP OF MULCH III I I L-1 G A. DECODER 0 B B. WIRE FROM DECODER TO VALVE SEE SPECIFICATIONS C - / C. PVC BALL VALVE POP-UP SPRAY BODY: F D A Q B WITH CHECK VALVE AND PRESSURE E D. REMOTE CONTROL VALVE ADI REGULATING FEATURES I E. WIRE SPLICE FROM TWO-WIRE CABLE TO DECODER(1 K OF 2,REFER TO SPECIFICATIONS) (SEE NOTE 2 BELOW) C J F. CHRISTY ID TAG z O G. FINISH GRADE z L M P41 H. PVC SCH 80 CLOSE NIPPLE U 0 I. WARE ONONFE>TOR FROM DECODER TO SOLENOID O VALVE(I OJ. PVC SCH 80 NIPPLEK. 12"STANDARD VALVE BOX WITH COVER _zH L. PVC LATERAL PIPE W A. 10"ROUND VALVE BOX(ONE OF TWO) M. FILTER FABRIC U) B. INSTALL TRACING WIRE TO THE TOP OF VALVE BOX 1 2-INCH MALE NPT x .490 INCH W J / N. PVC SCH 80 TOE NIPPLE(LENGTH AS REQUIRED) = ELEVATION VIEW C. WATER PROOF CONNECTION(SEE SPECIFICATIONS) BARB ELBOW: RAIN BIRD MODEL LY H 0. PVC SCH 40 EL D. PIPE SLEEVE SEE VALVE DETAIL SBE-050 P. PVC SCH 40 PIPE(LENGTH AS REQUIRED) > E. TAPE COPPER WIRE TO TOP OF PIPE EVERY 10 FT. Q. BRICK(1 OF 4) F. CONTINUOUS LOOP COPPER TRACING WIRE(SEE SPECIFICATIONS) R. PVC MAINLINE Z G. PVC PIPE S V S. TWO-WIRE CABLE H. TYP.VALVE NOTES: U T. T MINIMUM DEPTH OF 314"WASHED GRAVEL PVC LATERAL PIPE 1.USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. U. TEE OR EL:SEE SPECIFICATIONS FOR MATERIALS 'w 2.NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE V. PVC SCH 80 TOE NIPPLE(LENGTH AS REQUIRED, PLAN VIEW F (SIZED AS SHOWN). HIDDEN)AND PVC SCH 40 EL 3.INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX.USE DUCT TAPE TO SECURE FABRIC TO W.PVC SCH40 FEMAIL ADAPTER :D PVC SCH. 40 TEE OR EL PIPE AND VALVE BOX. 4.TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45'ELBOW FITTINGS DOWNSTREAM NOTES: SWING PIPE, 12-INCH LENGTH: OF REMOTE CONTROL VALVE ASSEMBLY. 1.COPPER TRACING WIRE WILL START AT THE DOGLEG CONNECTION NEAR PUMP NOTES: RAIN BIRD SPX-FLEX 100 5.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. UJ ILLZ STATION AND WILL BE ROUTED WITH ALL MAINLINE PIPE.2.SPLICE TRACING WIRE IN IRRIGATION MAINLINE COMPONENT VALVE BOXES WHEN 1. IF POLYETHYLENE PIPE IS USED FOR LATERAL PIPE, SUBSTITUTE INSERT TEE OR EL WITH STAINLESS 6.POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF - in CLAMPS FOR PVC SLIP TEE OR EL SHOWN ABOVE. BALL VALVE. LU POSSIBLE,OTHERWISE,PLACE SPLICE IN SEPARATE VALVE BOX. 7.COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 2. TO ACHIEVE MINIMUM RADIUS WITH ANY RAIN BIRD ROTARY NOZZLE, USE 45 PSI PRESSURE REGULATING TRACING WIRE SPRAY BODY• REMOTE CONTROL VALVE MAINLINE 1.5" AND SMALLER Q 19 DETAIL @-VAN 12INCH POPUPNON-POTABLE EASSEMBLY (TWO-WIRE SYSTEMQ ".T.S. ROTARY NOZZLE o ) Q LJ Z LU LU 0 0 W CO 0 J Z W Q W O z W 0 0 Q - W z Z � � 0 LU W 0 In W 2 H U W 0 O o_ Z (7 U) W X v O � m T � O C Q o Z Project Number: 2410 Date: 01/29/2025 m W o Produced by: DM FE 2E co L � o _ Sheet Number: N � 76 U 79 OF 79 o m an0