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Home My WebLink AboutSTODGY BREWING - PDP190012 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSVINE DR LAPORTE AVE MULBERRY ST SHIELDS ST TAFT HILL RD PROJECT LOCATION NCL NCL RL RL LMN LMN LMN LMN LMN CL LMN LMN POL CL T LMN LMN VARIES 17' 25' 25' & VARIES 6' WALK 2' 12' ADDITIONAL R.O.W. 60' R.O.W. EXISTING EOP CL ROAD VARIES VARIES FULL DEPTH ASPHALT 4:1 TYPICAL ROAD CROSS SECTION NTS 2% 2% EXISTING GROUND SURFACE EXISTING CURB & GUTTER (WHERE SHOWN) PROPOSED CURB & GUTTER A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 1, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 STODGY BREWING CO., LLC CONSTRUCTION NOTES G-2 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 1, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR CONSTRUCTION NOTES FT COLLINS, CO STODGY BREWING CO., LLC EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING CARPORT EXISTING DECK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY LARIMER COUNTY CANAL NO. 2 ACCESS ESMT EXISTING 20" CIP WATER MAIN LAPORTE AVE FREY ST 60' R.O.W. EXISTING DRIVE EXISTING ACCESS EXISTING BRIDGE EXISTING ELECTRIC EXISTING EDGE OF PAVEMENT EXISTING CONCRETE EXISTING DECK EXISTING ACCESS EXISTING PAVEMENT 1760 WEST LAPORTE AVE LLC 1760 WEST LAPORTE AVE LLC ROBINSON MARILYN K/DONALD G BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - TRANSITION ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - COMMERCIAL LIMITED KOPITZKE ROBERT W EXISTING CONCRETE PAD REMOVE FENCE REMOVE FENCE FENCE TO BE REMOVED FENCE TO BE REMOVED FENCE TO BE REMOVED REMOVE FENCE EXISTING SHED (TO BE REMOVED) GRAVEL GRAVEL PAVEMENT EXISTING CONCRETE PAD 5055 5053 5054 5056 5055 5055 5055 5054 5051 5052 5053 5054 5050 5051 5052 5053 5055 5055 5055 5051 5052 5053 5054 5056 5056 X X X X EXISTING DECK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY LARIMER COUNTY CANAL NO. 2 LAPORTE AVE (ARTERIAL) FREY ST EXISTING BRIDGE EXISTING CONCRETE EXISTING DECK EXISTING PAVEMENT ACCESS ESMT RAMP R20' R20' PROPOSED FENCE (MATCH EXISTING) PROPOSED LIGHT POLE (TYP) 1760 WEST LAPORTE AVE LLC 1760 WEST LAPORTE AVE LLC ROBINSON MARILYN K/DONALD G BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC ASPHALT PAVEMENT 8" MIN 1.8" GEOFABRIC TRUEGRID PERMEABLE PAVING SYSTEM: FILL MATERIAL 1.8" DEPTH ANY AGGREGATE 3/4" DIA OR 5/8" DIA / CLEAN WASHED SUBBASE: 3/4" OR 1" CLEAN, WASHED ANGULAR STONE FOR DETENTION CONSIDERATIONS 4" DIA PERFORATED PIPE (WHERE SHOWN ON PLANS) 8" MIN 1.8" TRUEGRID PERMEABLE PAVING SYSTEM: 6" 6" 1' 8" MIN 1.8" GEOFABRIC TRUEGRID PERMEABLE PAVING SYSTEM: 8" MIN 1.8" GRASS BARRIER LANDSCAPE EDGING (OR APPROVED EQUIVALENT) 10" DEPTH TRUEGRID PERMEABLE PAVING SYSTEM: SUBGRADE SUBGRADE SUBGRADE SUBGRADE 1 GR-2 TRUE GRID DETAILS NTS TYPICAL SECTION EDGE TREATMENT - CONCRETE EDGE TREATMENT - LANDSCAPE EDGE TREATMENT - ASPHALT CONCRETE CURB LANDSCAPE GEOFABRIC GEOFABRIC TRUEGRID SUBBASE COMPACTED SUBGRADE WHEEL STOP 2' #4 REBAR (TYP) WHEEL STOP A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 X X X X EXISTING DECK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY LARIMER COUNTY CANAL NO. 2 EXISTING 20" CIP WATER MAIN LAPORTE AVE FREY ST EXISTING BRIDGE EXISTING CONCRETE EXISTING DECK EXISTING PAVEMENT SS SS SS SS SS SS SS SS SS E E E E E E E E E E E E E EXISTING 8" SS MAIN ACCESS ESMT RAMP EXISTING ELECTRIC EXISTING COMMUNICATIONS TO BE RELOCATED (VERIFY) 60' R.O.W. 12' ADDITIONAL R.O.W. 15' UTIL ESMT 6' WALK 85 LF 4" PVC @ 2.0% 47 LF 4" PVC @ 8.0% PROPOSED C&G 25' 50' PARKWAY (WIDTH VARIES) EXISTING WATER CURB STOP EXISTING WATER SERVICE (TO BE ABANDONED) EXISTING GAS SERVICE (ABANDONED) 1760 WEST LAPORTE AVE LLC 1760 WEST LAPORTE AVE LLC ROBINSON MARILYN K/DONALD G BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: September 25, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR STODGY BREWING CO., LLC UTILITY DETAILS UT-2 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. UTILITY DETAILS FT COLLINS, CO NOTE: 5055 5053 5054 5056 5055 5055 5055 5054 5051 5052 5053 5054 5050 5051 5052 5053 5055 5055 5055 5051 5052 5053 5054 5056 5056 X X X X EXISTING DECK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY LARIMER COUNTY CANAL NO. 2 LAPORTE AVE (ARTERIAL) FREY ST EXISTING BRIDGE EXISTING CONCRETE EXISTING DECK EXISTING PAVEMENT ACCESS ESMT RAMP R20' R20' PROPOSED FENCE (MATCH EXISTING) PROPOSED LIGHT POLE (TYP) 1760 WEST LAPORTE AVE LLC 1760 WEST LAPORTE AVE LLC ROBINSON MARILYN K/DONALD G BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC X X PROPERTY BOUNDARY LAPORTE AVE (ARTERIAL) FREY ST 60' R.O.W. EXISTING BRIDGE EXISTING PAVEMENT 12' ADDITIONAL R.O.W. 15' UTIL ESMT 6' WALK 24' PROPOSED C&G FULL DEPTH ASPHALT 0+00 1+00 2+00 3+00 4+00 4+50 BEGIN CURB & GUTTER STA. 0+50.00 (25.00', L) BEGIN CURB RETURN STA. 1+05.02 (25.00', L) 1760 WEST LAPORTE AVE LLC ROBINSON MARILYN K/DONALD G BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY SALUD HEALTH CENTER LLC ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY KOPITZKE ROBERT W 24' ACCESS ESMT EXISTING ELEC (PROTECT IN PLACE) EXISTING COMM (PROTECT IN PLACE) EXISTING COMM (RELOCATED BY OTHERS) MODIFIED CURB RAMP ROAD CL ALIGNMENT END CURB RETURN STA. 1+69.02 (25.00', L) CL 24' WIDE DRIVEWAY STA. 1+37.02 (25.00', L) CL 24' WIDE DRIVEWAY STA. 3+23.12 (25.00', L) END SW, C & G STA. 3+55.13 (25.13', L) SAWCUT LINE LARIMER COUNTY CANAL NO. 2 R20' R20' CURB RAMP BEGIN ASPHALT TAPER STA. 0+10.06 (18.27', L) EXISTING FL EXISTING EDGE OF PAVEMENT 701 RD-2 707.1 RD-2 STODGY BREWING CO., LLC ROAD DETAILS RD-2 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 3, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR ROAD DETAILS FT COLLINS, CO SHEET 10 OF 10 706.1 RD-2 1602 RD-2 50' NATURAL BUFFER ZONE 706.2 RD-2 OUTLET PIPE THROUGH C&G GRASS SWALE VERT. SCALE: 1" = 5' 5040 5045 5050 5055 5060 5040 5045 5050 5055 5060 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 -1.15% -1.12% -1.00% -0.50% -1.45% -1.01% -1.15% STA: 0+50.00 EL=5053.72 STA: 1+00.00 EL=5053.15 STA: 1+50.00 EL=5052.58 STA: 2+00.00 EL=5052.02 STA: 2+50.00 EL=5051.52 STA: 2+99.99 EL=5051.27 STA: 3+55.01 EL=5050.47 STA: 4+00.00 EL=5050.02 PROFILE GRADE (PG) EXISTING GROUND SURFACE VARIES 17' 25' 25' & VARIES 6' WALK 2' 12' ADDITIONAL R.O.W. 60' R.O.W. EXISTING EOP CL ROAD VARIES VARIES FULL DEPTH ASPHALT 3" GRADE S 7" GRADE SG 4:1 TYPICAL ROAD CROSS SECTION NTS 2% 2% PROFILE GRADE (PG) EXISTING GROUND SURFACE EXISTING CURB & GUTTER (WHERE SHOWN) FLOWLINE (FL) PROPOSED CURB & GUTTER PREPARED SUBBASE PREPARED SUBGRADE PREPARED SUBGRADE A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 3, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR STODGY BREWING CO., LLC LAPORTE AVE PLAN & PROFILE RD-1 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. N LAPORTE AVE PLAN & PROFILE FT COLLINS, CO 0 20 SCALE: 1" =20' PLAN VIEW PROFILE VIEW 0 0 20' H 5' V NOTE 1. SEE SHEET RD-2 FOR TYPICAL DETAILS. 2. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. SHEET 9 OF 10 (TRANSITION) ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - TRANSITION ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - COMMERCIAL LIMITED KOPITZKE ROBERT W BUILDING (EXISTING) BUILDING (EXISTING) CONCRETE PATH LOW SCREEN WALL LOW SCREEN WALL LOW SCREEN WALL 5055 5054 5050 5051 5052 5053 1.4% 3.2% 0.5% 60' R.O.W. 12' ADDITIONAL R.O.W. 15' UTIL ESMT & BLDG SETBACK 6' WALK 24' PROPOSED C&G 25' 50' 24' 5.4% 5.0% 2.6% 7.7% 5.4% 25.3% 10.4% 5056 EXISTING VEGETATION "TRUE GRID" PERMEABLE PAVERS 54 LF 4" PERF PIPE @ -0.8% 50 LF 4" SOLID PIPE @ -0.5% 1' CURB CUT 1' DIA AREA INLET INV THRU 5052.02 INV 5051.76 INV 5053.25 CONCRETE CURB RAMP TO MEET ADA REQUIREMENTS 1 GR-2 1 GR-2 PAVER / ASPHALT EDGE TREATMENT 1 GR-2 33.5% PROPOSED BUILDING CONNECTION 50' NATURAL BUFFER ZONE 17 LF 4" RCP @ -4.5% INV 5052.46 2.2% 4.1% SIDEWALK CHASE DRAINAGE SWALE 709 GR-2 TRANSITION TO EXISTNG GROUND (MAX 8% GRADE) STODGY BREWING CO., LLC DRAINAGE PLAN DR-2 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. N A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 3, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR DRAINAGE PLAN FT COLLINS, CO 0 20 SCALE: 1" =20' SHEET 8 OF 10 PLAN VIEW 4.0% EXISTING GROUND SURFACE CONTOUR AND ELEVATION, FT PROPOSED GROUND SURFACE CONTOUR AND ELEVATION, FT FLOW DIRECTION AND SLOPE DRAINAGE BASIN FLOW PATH, LENGTH & SLOPE 5296 LEGEND 5296 1. NO 100 -YR FLOODPLAIN MAPPED IN THIS AREA. 2. SEE SHEET GR-2 FOR TYPICAL DETAILS. NOTES VTC CWA RS AREA INDENTIFIER AREA (ACRE) Q2 PEAK FLOW RATE (CFS) Q100 PEAK FLOW RATE (CFS) DESIGN POINT DRAINAGE LEGEND ±AC A 00.00 00.00 00.00 A 182' @ 0.029 ft/ft ±AC A 0.19 0.18 0.86 ±AC B 0.16 0.35 1.54 ±AC D 0.30 0.51 2.24 A B D ±AC C 0.21 0.18 0.84 C ±AC E 0.12 0.28 1.22 1 DR-2 VALVE BOX MAY BE OMMITED FOR ONSITE CONSTRUCTION. INVERT SEE UTILITY PLAN SHEET 7 OF 10 SALUD HEALTH CENTER LLC (TRANSITION) ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - TRANSITION ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - COMMERCIAL LIMITED KOPITZKE ROBERT W BUILDING (EXISTING) BUILDING (EXISTING) EXISTING TREE (TO BE REMOVED) 1 #### UTILITY CROSSING (ENCASE AS NEEDED) EXISTING SSMH RIM 5051.1 INV 5042.3 (N) INV 5042.0 (S) CLEANOUT INV OUT 5048.43 5' CLEANOUT INV 5044.67 WW-15 UT-2 WW-15 UT-2 PROPOSED TRANSFORMER SAWCUT LIMITS (BORE OPTIONAL) 3 PHASE ELEC 10' 5' SAWCUT LIMITS CONNECT TO EXISTING SSMH EXISTING 20" CIP WATER MAIN 50' NATURAL BUFFER ZONE EXISTING METER WW-6 UT-2 PROPOSED BUILDING CONNECTION PROPOSED 3 PHASE ELEC SERVICE EXISTING WATER SVC EXISTING GAS SVC EXISTING MANHOLE EXISTING 8" STUB EXISTING INVERT 5042.3 (VERIFY IN FIELD) 8" 45° STREET ELBOW 8" 45° ELBOW 8" x 4" REDUCER INVERT IN 5042.97 (EXISTING INV + 8") 4" SS SERVICE STODGY BREWING CO., LLC UTILITY PLAN UT-1 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. N A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 1, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR UTILITY PLAN FT COLLINS, CO 0 20 SCALE: 1" =20' SHEET # OF 10 SS PROPERTY BOUNDARY RIGHT-OF-WAY PROPOSED SS SERVICE EXISTING EASEMENT LEGEND OVERALL LAYOUT 1 #### SANITARY SERVICE TO MANHOLE CONNECTION NTS NOTE 1. SEE SHEET UT-2 FOR TYPICAL DETAILS. E E PROPOSED ELECTRIC 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 2, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR STODGY BREWING CO., LLC GRADING DETAILS GR-2 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. GRADING DETAILS FT COLLINS, CO SHEET 5 OF 10 (TRANSITION) ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - TRANSITION ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - COMMERCIAL LIMITED KOPITZKE ROBERT W BUILDING (EXISTING) BUILDING (EXISTING) CONCRETE PATH LOW SCREEN WALL LOW SCREEN WALL LOW SCREEN WALL 5055 5054 5050 5051 5052 5053 1.4% 3.2% 0.5% 60' R.O.W. 12' ADDITIONAL R.O.W. 15' UTIL ESMT & BLDG SETBACK 6' WALK 24' PROPOSED C&G 25' 50' 24' 5.4% 5.0% 2.6% 7.7% 5.4% 25.3% 10.4% 5056 SF SF SF SF SF EXISTING VEGETATION "TRUE GRID" PERMEABLE PAVERS 54 LF 4" PERF PIPE @ -0.8% 50 LF 4" SOLID PIPE @ -0.5% 1' CURB CUT 1' DIA AREA INLET INV THRU 5052.02 INV 5051.76 INV 5053.25 CONCRETE CURB RAMP TO MEET ADA REQUIREMENTS 1 GR-2 1 GR-2 PAVER / ASPHALT EDGE TREATMENT 1 GR-2 33.5% PROPOSED BUILDING CONNECTION 50' NATURAL BUFFER ZONE 17 LF 4" RCP @ -4.5% INV 5052.46 2.2% 4.1% SIDEWALK CHASE DRAINAGE SWALE 709 GR-2 TRANSITION TO EXISTNG GROUND (MAX 8% GRADE) STODGY BREWING CO., LLC GRADING & EROSION CONTROL PLAN GR-1 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. N A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 3, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR GRADING & EROSION CONTROL PLAN FT COLLINS, CO 0 20 SCALE: 1" =20' SHEET 4 OF 10 PLAN VIEW 4.0% EXISTING GROUND SURFACE CONTOUR AND ELEVATION, FT PROPOSED GROUND SURFACE CONTOUR AND ELEVATION, FT EXISTING ASPHALT PROPOSED ASPHALT PROPOSED PAVERS SILT FENCE ROCK SOCK CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL FLOW DIRECTION AND SLOPE 5296 LEGEND 5296 SF RS CWA VTC VTC CWA RS 1. NO 100 -YR FLOODPLAIN MAPPED IN THIS AREA. 2. TRUEGRID MAINTENANCE NOTES: · SURFACE SHOULD BE INSPECTED TO IDENTIFY SIGNS OF SLIGHT CELL INFILL LOSS. A 0.5 INCH SURCHARGE OF AGGREGATE SHALL BE MAINTAINED AS A SURFACE WEAR COURSE. · ASPHALT ADJACENT TO THE TRUEGRID PAVERS WILL ROUTINELY BE INSPECTED FOR LOOSE GRAVEL AND SWEPT AS NEEDED TO REMOVE LOOSE GRAVEL. · MONITOR PAVEMENT TO ENSURE TRAFFIC FREQUENCY AND LOADING DOES NOT EXCEED THE PAVEMENT DESIGN. · WHEN SNOW REMOVAL IS REQUIRED, KEEP A METAL EDGED PLOW BLADE FROM COMING IN CONTACT WITH THE SURFACE DURING PLOWING OPERATIONS. USE A PLOW BLADE A MINIMUM OF 1 INCH ABOVE THE SURFACE AND WITH A FLEXIBLE RUBBER EDGE OR WITH SIDES ON THE LOWER OUTSIDE CORNERS SO THE PLOW BLADE DOES NOT COME IN CONTACT WITH THE PAVERS. · PONDING, RUTTING OR POOLING SHOULD NOT OCCUR. HOWEVER, ROUTINE INSPECTIONS SHOULD BE PERFORMED TO ENSURE THE TRUEGRID PAVERS ARE PERFORMING AS DESIGNED. 3. SEE SHEET GR-2 FOR TYPICAL DETAILS NOTE (TO BE REMOVED) EXISTING RAMP EXISTING SIGN (TO BE REMOVED) 50' NATURAL BUFFER ZONE EXISTING LINE TO BE INSPECTED & REPAIRED FENCE TO BE REMOVED EXISTING GRAVEL EXISTING GRAVEL EXISTING 20" CIP WATER MAIN EXISTING 8" PVC SANITARY MAIN EXISTING WATER SERVICE TO BE ABANDONED PER CITY OF FORT COLLINS DIRECTIONS A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: October 3, 2019 DATE: October 3, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR STODGY BREWING CO., LLC EXISTING CONDITIONS & DEMOLITION PLAN E-1 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. N EXISTING CONDITIONS & DEMOLITION PLAN FT COLLINS, CO 0 20 SCALE: 1" =20' LEGEND EXISTING FENCE REMOVE FENCE REMOVE STRUCTURE REMOVE TREE / SHRUB SHEET 3 OF 10 BEING A PART OF THE SE 1/4 OF THE NW 1 4 SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST, OF THE 6TH P.M., LARIMER COUNTY, COLORADO UTILITY PLANS FOR STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS- OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (WITHIN LOVELAND GMA AND CITY LIMITS ONLY). a. BELOW ALL GUTTER DOWNSPOUTS. b. OUT TO DRAINAGE SWALES. c. ALONG LOT PERIMETER. d. OTHER LOCATIONS, IF NEEDED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. 18. ADD NOTES TO REFLECT THE STORMWATER RUNOFF CONTROL PLAN OF THE INDIVIDUAL DEVELOPMENT. STREET IMPROVEMENTS NOTES 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN LOVELAND. 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER. 5. FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN ¼ INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. 9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. “PROOF ROLL” VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE “PROOF ROLL.” ALL “PROOF ROLLS” SHALL BE PREFORMED IN THE PRESENCE OF AN INSPECTOR. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. STORM DRAINAGE NOTES 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY FOR STODGY BREWING CO., LLC; DATED: _-__-2019, PREPARED BY AGPROFESSIONALS, LLC, GREELEY CO 80634, SHALL BE FOLLOWED AND IMPLEMENTED. 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. WATERLINE NOTE 1. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. SHEET 2 OF 10 CONSTRUCTION NOTES R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR STODGY BREWING CO., LLC COVER SHEET G-1 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. COVER SHEET FT COLLINS, CO SHEET INDEX SHEET NO. SHEET TITLE G-1 COVER SHEET G-2 CONSTRUCTION NOTES E-1 EXISTING CONDITIONS & DEMOLITION PLAN GR-1 GRADING & EROSION CONTROL PLAN GR-2 GRADING DETAILS UT-1 UTILITY PLAN UT-2 UTILITY DETAILS DR-2 DRAINAGE PLAN RD-1 LAPORTE AVE PLAN & PROFILE RD-2 ROAD DETAILS VICINITY MAP SCALE: 1" = 1000' STODGY BREWING CO., LLC N BEING A PART OF THE SE 1/4 OF THE NW 1 4 SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST, OF THE 6TH P.M., LARIMER COUNTY, COLORADO UTILITY PLANS FOR SHEET 1 OF 10 10 / 02 / 2019 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER’S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER “DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE. 8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 11.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 17.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER 19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY IN THE FINAL DRAINAGE REPORT, 09/16/2019 BY AGPROFESSIONALS SHALL BE FOLLOWED AND IMPLEMENTED. 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 22.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS – 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT- OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY’S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 27.PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 29.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 32.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT’S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 36.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 38.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY’S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: BENCHMARKS — LOCAL ENTITY SURVEY. B.M.NUMBER: LL1030 ,ELEV.=5010.39, DESCRIPTION: NGS MONUMENT. 41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER’S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. GENERAL NOTES THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUE FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. INDEMNITY STATEMENT I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. ____________________________________________________________ ENGINEER STATEMENT PROJECT LOCATION: 1800-1804 LAPORTE AVENUE, FORT COLLINS, CO 80521 PROPERTY OWNER: STODGY BREWING CO., LLC 1205 COLUMBINE COURT, FORT COLLINS, CO 80521 PH.# 714-348-2007 PLANNER / ENGINEER / PREPARED BY: AGPROFESSIONALS CHAD TeVELDE, PE 3050 67TH AVE GREELEY, CO 80634 PH. # 970-535-9318 Fax. # 970-535-9854 SURVEYOR: HAMMER LAND SURVEYING, INC. 3050 67TH AVE, SUITE 200 GREELEY, CO 80634 PH. # 970-535-9318 PROJECT NUMBER: AGPRO PROJECT # 2769-02 PROJECT INFORMATION