The URL can be used to link to this page

Home My WebLink AboutMAPLE HOLLOW PARK (FORMERLY MAPLE HILL PARK) - BASIC DEVELOPMENT REVIEW - BDR170002 - PLANS - UTILITY PLANSPREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK COVER SHEET 02/17/17 NA NA SB MO 11165-012-69 1 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 vicinity map Scale: 1"=1000' OWNER City of Fort Collins Park Planning and Development 215 Mason Street Fort Collins, Colorado 80524 Ph. 970.221.6367 Contact: Matt Day SURVEYOR City of Fort Collins Surveying Department 281 N. College Ave Fort Collins, Colorado 80524 Ph. 970.221.6565 Contact: JOHN VON NIEDA SITE PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) CITY OF FORT COLLINS BENCHMARK #34-01 DESCRIPTION: NORTH SIDE OF RICHARDS LAKE ROAD APPROXIMATELY 0.5 MILE EAST OF TURNBERRY ROAD ON THE EAST END OF A HEADWALL OVER AN IRRIGATION DITCH. NGVD 29 ELEVATION = 5023.41 CITY OF FORT COLLINS BENCHMARK #5-08 DESCRIPTION: NORTHWEST CORNER OF TURNBERRY ROAD AND COUNTRY CLUB ROAD ON THE SOUTHWEST CORNER OF AN AREA INLET, APPROXIMATELY 35 FEET NORTH OF THE EDGE OF ASPHALT. NGVD29 ELEVATION = 5057.66 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.18' ABBREVIATION LIST AE ACCESS EASEMENT BOV BLOW OFF VALVE BT BOTTOM OF TRENCH BW BOTTOM OF WALL C&G CURB AND GUTTER CL CENTERLINE PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK GENERAL NOTES 02/17/17 NA NA SB MO 11165-012-69 2 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK GENERAL NOTES 02/17/17 NA NA SB MO 11165-012-69 3 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 ¶ ¶ ¶ TRACT I PUBLIC NEIGHBORHOOD PARK ACCESS, DRAINAGE & UTILITY EASEMENT PER PLAT OF MAPLE HILL PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK UTILITY PLAN 02/17/17 1"=30' N/A SB MO 11165-012-69 4 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 0 SCALE: 1" = 30' 30 15 30 60 NOTES 1. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH EAST LARIMER COUNTY WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% MINIMUM SLOPE AS SPECIFIED. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF TRACT I PUBLIC NEIGHBORHOOD PARK ACCESS, DRAINAGE & UTILITY EASEMENT PER PLAT OF MAPLE HILL PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK GRADING PLAN 02/17/17 1"=30' N/A SB MO 11165-012-69 5 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 0 SCALE: 1" = 30' 30 15 30 60 NOTES 1. ALL WALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AND MAXIMUM LONGITUDINAL SLOPE OF 5.0%. 2. SEE LANDSCAPE PLANS FOR WALL DETAILS. 3. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS. 4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. TRACT I PUBLIC NEIGHBORHOOD PARK ACCESS, DRAINAGE & UTILITY EASEMENT PER PLAT OF MAPLE HILL EXISTING WATER QUALITY & DETENTION POND LOCATED IN TRACT AA PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK DRAINAGE & EROSION CONTROL PLAN 02/17/17 1"=40' N/A SB MO 11165-012-69 6 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 0 SCALE: 1" = 40' 40 20 40 80 LEGEND PROPOSED DIRECTION VEHICLE TRACKING CONTROL SILT FENCE INLET PROTECTION (TYPE I) CONCRETE WASHOUT (CONSTRUCTION ENTRANCE) NOTES: 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. OF OVERLAND FLOW PROPOSED DRAINAGE MINOR STORM RUNOFF COEFFICIENT 5022 5025 5028 5031 5034 5037 5040 5043 5046 5049 5052 5055 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 5022 5025 5028 5031 5034 5037 5040 5043 5046 5049 5052 5055 MARSHFIELD LN FORECASTLE DR PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK IRRIGATION PLAN & PROFILE 02/17/17 1"=30' 1"=6' SB MO 11165-012-69 7 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 30' 6' 30 15 30 60 NOTES 1. THE IRRIGATION LINE SHALL BE BORED FROM POINT OF CONNECTION TO THE PARK PROPERTY. REFER TO PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK CONSTRUCTION DETAILS 02/17/17 N/A N/A SB MO 11165-012-69 8 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK CONSTRUCTION DETAILS 02/17/17 N/A N/A SB MO 11165-012-69 9 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MAPLE HILL PARK CONSTRUCTION DETAILS 02/17/17 N/A N/A SB MO 11165-012-69 10 of 10 CITY OF FORT COLLINS 215 NORTH MASON STREET FORT COLLINS, COLORADO 80522 PHONE: 970.221.6360 FAX: 970.221-6586 IRRIGATION PLANS FOR APPROXIMATE BORE PIT LOCATIONS AND ADDITIONAL CONSTRUCTION DETAILS. 2. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. DRAINAGE BASIN AREA DRAINAGE BASIN NUMBER PROPOSED DIRECTION OF OVERLAND FLOW BASIN DIVIDE LINE WATTLE GRAVEL BAG OCCUPANCY. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. CMP CORRUGATED METAL PIPE DE DRAINAGE EASEMENT EG EXISTING GRADE EL ELEVATION EX EXISTING FES FLARED END SECTION FL FLOWLINE GB GRADE BREAK GV GATE VALVE HP HIGH POINT FH FIRE HYDRANT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE PE PEDESTRIAN EASEMENT PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RT RIGHT SAN SANITARY SEWER STA STATION SDMH STORM DRAIN MANHOLE TB THRUST BLOCK TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT PROPOSED STREET LIGHT PROPOSED STORM SEWER & MANHOLE EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER PROPOSED WATER LINE & VALVE EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED UTILITY POLE EXISTING STREET LIGHT EXISTING FIBER OPTIC LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED OVERHEAD UTILITY EXISTING CABLE TV PROPOSED CABLE TV EXISTING TREE EXISTING PROPERTY LINE & MANHOLE CIVIL interwest consulting group 1218 W Ash St Suite A Windsor, Colorado 80524 Ph. 970.460.1091 Contact: Skylar Brower ARCHITECT ALM2S 712 Whalers Way Building B Suite 100 Fort Collins, Colorado 80525 Ph. 970.223.1820 Contact: CHAD KOSCINSKI MECHANICAL Abrahamson Engineering, Inc 3101 Kintzley Court, Unit D LaPorte, Colorado 80535 Ph. 970.221.2569 IRRIGATION AQUA ENGINEERING 375 EAST HORSETOOTH RD, BLDG 2-202 Fort Collins, Colorado 80525 CONTACT: CULLEN KINOSHITA INDEX OF SHEETS 1 ................................ Cover Sheet Sheet No. Description of Sheets 2 - 3 ................................ General Notes 4 ................................ Utility Plan Grading Plan 6 ................................ 8 - 10 ................................ 5 ................................ 7 ................................ IRRIGATION Plan & PROFILE DATE I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THE PLANS. Utility Plans For: MAPLE HILL PARK TRACT I, MAPLE HILL Located In The Northeast Quarter of Section 32, T-8-N, R-68-W Of The 6th PM City Of Fort Collins, Larimer County, Colorado FEBRUARY 2017 CONSTRUCTION DETAILS DRAINAGE & EROSION CONTROL PLAN DISCLAIMER STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PROCESS. PROPOSED IRRIGATION