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HomeMy WebLinkAboutLDS TEMPLE (OF FORT COLLINS) - FDP - FDP130029 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSFINAL UTILITY PLANS FOR FORT COLLINS LDS TEMPLE FORT COLLINS, COLORADO City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Legal description of a parcel of land being Lots 2 and 3, Amended Plat of Lots 1-4 of the Leistikow M.R.D. S-21-92, situate in Section 17, Township 6 North, Range 68 West of the 6th P.M., City of Fort Collins, Larimer County, Colorado being more particularly described as follows; Beginning at the Northwest Corner of said Section 17, and considering the North line of the Northwest Quarter of the Northwest Quarter of said Section 17 as bearing South 89˚56'00” East and with all bearings contained herein relative thereto; thence along said North line, South 89˚56'00” East 785.96 feet to the True Point of Beginning, said point being a point on the South line of Westchase Annexation No. 2 to the City of Fort Collins according to the plat on file in the office of the Clerk and Recorder said County; thence along said South line, South 89˚56'00” East 140.27 feet; thence departing said South line, South 00˚04'00” West 91.40 feet; thence South 75˚01'11” West 126.44 feet; thence South 14˚58'49” East 95.52 feet to the beginning of a tangent curve concave to the Northwest having a central angle of 98˚02'18” and a radius of 528.00 feet; thence Southwesterly along the arc of said curve 903.46 feet to the end of said curve; thence South 07˚22'24” East 175.33 feet; thence South 89˚54'32” West 357.79 feet to a point on the East right-of-way line of Timberline Road; thence along said East right-of-way line North 00˚09'18” East 1014.44 feet to a point on the South line of said Westchase Annexation No. 2; thence along said South line South 89˚56'00” East 173.04 feet to the beginning of a tangent curve concave to the Northwest having a central angle of 2˚27'15” and a radius of 512.50 feet; thence Northeasterly along the arc of said curve 21.95 feet to the end of said curve; thence tangent from said curve North 87˚36'45” East 95.36 feet to the beginning of a tangent curve concave to the Southeast having a central angle of 2˚27'15” and a radius of 487.50 feet; thence Northeasterly along the arc of said curve 20.88 feet to the end of said curve; thence tangent from said curve, South 89˚56'00” East 207.42 feet to the beginning of a tangent curve concave to the Northwest having a central angle of 17˚15'30” and a radius of 733.00 feet; thence Northeasterly along the arc of said curve 220.79 feet to the True Point of Beginning. the above described tract contains 15.693 acres, more or less, ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” “ ” “ ” “ ” “ ” “ ” “ ” “ ” City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date ˆ ˜ ˆ ˜ “ ” “ ” “ ” City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date Travel 8' Travel Lane Bike (min.) Walk Lane Bike 84' ROW (min.) 52' Roadway 8' Walk (min.) (min.) Pkwy. 10' 8' Pkwy. 6' (min.) 10' 12' 12' Min. Fence Setback CURB AND GUTTER: Vertical. ACCESS: Access will be limited. Points of access must be approved by the Local Entity. FENCES: Fences shall be setback a minimum of 8' from the parkway edge of the sidewalk. on the Master Street Plan or when the traffic volume on the street is anticipated to be 3,500 to 15,000 vpd. BIKE LANES: Two lanes, 8' wide. TRAVEL LANES: Two lanes, 12' wide. RIGHT OF WAY WIDTH: 84' (min.) plus 30' (min.) utility easement. ROADWAY WIDTH: 52' traffic in and leading to activity areas. PARKWAY: 10' (min.) width. Additional width optional. SIDEWALK: 6' (min.) wide. Additional width may be required for higher pedestrian WHERE USED: These specifications shall apply as required by the Local Entity when a Collector street is shown PARKING: None Util. Esmt. 15' Esmt. Util. 15' DESIGN SPEED: 50 MPH SPEED LIMIT: 30 - 45 MPH FORT COLLINS ONLY CONTINUITY: Unlimited LEFT TURN LANES: 12' wide at intersections where needed. Center 12' 6' 10' 10' (WHERE NEEDED) 10' 8' PARK 8' PARK TRAVEL TURN 13' City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date 1. Prepare soil before installing erosion control products, including any necessary application of lime, fertilizer, and seed (when installing TRM or ECB underlayment). 2. Install turf reinforcement mat (TRM) over prepared soils according to manufacturer's recommendations. 3. Place ShoreMax mat in the bottom of the channel over the installed TRM (figure 1). The ShoreMax mat should be installed up to the appropriate elevation on the side slope as determined by the engineer. When using multiple panels, connect the panels using the Integrated Panel Interlock System (figure 2). ShoreMax mat can be laid in either direction. 4. For channels carrying continuous water flows, an appropriate geotextile should be placed under the ShoreMax mat for submerged applications (figure 1b). 5. Place staples/anchors in the appropriate pattern. Perimeter staples can be shared between two adjacent panels. In soft or highly erodible soils, percussion earth anchors may be required. View ShoreMax Anchoring Guide, for additional details. 6. At beginning of channel and areas where significant concentrated flows are directed onto the ShoreMax mat, place 1 staple/pin per linear foot along the leading edge of the ShoreMax system, resulting in 1 staple/pin on each corner and gridline (figure 3). ShoreMax ShoreMax Leading Edge Anchoring Integrated Panel Interlock System Prepared Soil Prepared Soil City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED INLET DROP RUNOFF FILTERED STACKED 24" HIGH (2) CINDER BLOCKS DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING ENTRENCH 3" CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET A DEPTH OF 6'' X 6'' BURY GEOTEXTILE AT NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. 1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date C C A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND Y 8" 3" 24" 24" 8" MAX 14" 4" D 8" 3" H (VARIES) 10" TO 14" 8" 8" 8" L 8" 3" 401 @ EQUAL SPACING AT 9"± FL 8" WALL 4-1/4" 2-3/8" 4-1/2" 3-1/2" " C C D D DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV F 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH STANDARD GRATE City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-340 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN - 30 IN DRAIN BASIN & INLINE DRAIN TURF TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 1-5-09 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP SOIL FRAME & GRATE/SOLID COVER ® ©2010 NYLOPLAST 3-15-10 EBC CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE 1. GRATES/SOLID COVERS SHALL MEET H-20 LOAD RATING FOR 30" PEDESTRIAN & 12" - 30" STANDARD & SOLID 4" MIN ON 12" - 24" 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date L (SEE TABLE) (SEE 24" MANHOLE FRAME AND COVER (SEE NOTE 2) W TABLE) SENSUS METER 1'-0" (MIN.) BYPASS 5'-0" (TYP) 2'-0" NOTE: DIMENSIONS ARE MINIMAL INSIDE DIMENSIONS 1. SEAL EACH VAULT PENETRATION WITH LINK-SEAL UNIT USING 316 S.S HARDWARE. 2. BURY VAULT 16" BELOW SURFACE. ADJUST MANHOLE COVER TO GRADE WITH CONCRETE GRADE RINGS. DRILL HOLE THROUGH COVER FOR MOUNTING OF CITY OF LOVELAND'S REMOTE READ METER DEVICE. 3. ALL JOINTS WITHIN VAULT SHALL BE FLANGED CONNECTIONS. 4. VAULT SHALL BE DESIGNED FOR AASHTO HS-20 LOADING. FLOORS AND WALLS SHALL BE MONOLITHIC AND DESIGNED IN ACCORDANCE WITH ASTM C858. CONCRETE FC=4000 PSI MIN. RESILIENT SEATED GATE VALVE W/ HAND WHEELS (TYP) 12" 12" (TYP) 16" MAX 3 4" CRUSHED ROCK 6 x PIPE DIA. ADJUSTABLE PIPE SUPPORT RESTRAINED FLANGED COUPLING ADAPTER SHAPE EARTHWORK TO DRAIN AWAY FROM MANHOLE COVER, AND AS APPROVED BY THE CITY 2' MIN. NOTE 1 (TYP) 12" H (SEE TABLE) FLOW City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 1-1/2" Notes: 6" 1-1/2" TO 6" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" 1-1/2" 6" 1-1/2" TO 1" b.) Pertains to 8" curbed grade beam and 6" barrier curb Sheet C.8. 1'-0" 1" 6" 6" 1'-6" ROADWAY PAVEMENT F L VERTICAL ATTACHED SIDEWALK DETAIL NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping 2' min. Slope: Minumum City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date TOOL JOINT FOR WALKS ADDITION TO EXISTING SIDEWALK Flare Flare Varies Ramp concrete ramps Panels embedded in the Apron Gutter or 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Flare Ramp Varies Panels Panels A 6" A CL 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or C C A A PLAN D D E E B B SECTION C-C REBAR HOOK D A B E SECTION D-D SECTION A-A SECTION E-E WELL SCREEN REBAR HOOK PLAN SECTION B-B FLOW CONTROL PLATE SECTION E-E SECTION C-C (end) REBAR HOOK SECTION B-B REBAR HOOK SECTION F-F REBAR HOOK SECTION D-D C C C C A A E E D D E E E E F F F F A A SECTION A-A TYPICAL BLOCK OUT AT WALL CROSSING Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC FL or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. 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. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). NOTES: 20' 4" White Line 20' 4' 6' Flow Line Curb 2' Normal Width Line 4" White 4" White NO CROSSPAN Continental bars (9' X 1.5'): White Stop Bar (1.5' X Length) STOP BAR SPECIFIED STOP BAR SPECIFIED EXISTING CROSSPAN Crosspan exits (no stop bar) -- shall No crosspan -- shall be positioned along projected flowline. match the edge of the pan. Crosspan exits (stop bar specified) -- shall be positioned along projected flowline overlapping 4' of crosspan. 2 3 FL to stop bar 14.5' Projected 14.5' Stop Bar to FL 1.5' 6' Crosspan 4' 4' 4' NOTES: Continental crosswalk bars shall be placed centered on each lane line & in the center of each lane. (Lanes 5' wide or less shall not receive a bar centered in the lane.) Both outside Continental bars shall be centered on the curb & gutter when possible. If 6' crosspan exists, bars to match pan edge to 13' from projected FL. Exception: The downstream bike lane line shall terminate at the curb return. NOTE: All longitudinal (lane) striping shall terminate at the continental crosswalk bars when no stop bar exists. If a stop bar is specified, the striping shall terminate at the stop bar. 65' (min) 12' 1'-8" 3' 3'-7" 20' #330248 #330247 #330149 STANDARD CONCRETE NOTES 1 4"/ft Maximum 3"/ft MIN. MIN. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. R7-8 R7-8 R7-8 NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE Parallel and Perpendicular Avoid Patches Within Strips Of Pavement < Remove Sections To Existing Joints Existing Patches 1/2 Lane Width Series Of Patches A. B. C. D. E. Do Not Create A Surface Tolerances Bump With Overlay A. B. NOT ACCEPTABLE ACCEPTABLE 10' Straightedge Greater than 1/4" Less than 1/4" NOT ACCEPTABLE ACCEPTABLE Overlay Grind & Overlay NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE Transverse Patches Existing Wheel Paths Smooth Longitudinal Grade A. B. C. Include Adjacent Avoid Frequent Changes Minor Damage In Width Extend The "Shoulders" Of The Pavement A. B. C. NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 2' - 3' FROM F Street Curb See Figure 16-1 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12" 12" COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) Flare Flare Varies Ramp concrete ramps Panels embedded in the Apron Gutter or 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Flare Ramp Varies Panels Panels A 6" A CL 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC FL or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' RECOMMENDATION BOTTOM FLANGE OF FRAME MUST BE SUPPORTED BY CONCRETE COLLAR QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 1-23-06 DRAWN BY EBC 3-3-10 EBC (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 30" 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. (6, 7) CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ® ©2010 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC CITY. 1. 2. 3. 4. 5. WATTLE WATTLE X X X X OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) COMPACTED BACKFILL FLOW SILT FENCE FABRIC (ASTM D6461) ANCHORED IN TRENCH AND ATTACHED TO POST. 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED. ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. 1. 2. 3. 4" MIN. 4" MIN. SF SF 1 1 2" x 1 1 2" WOODEN FENCE POSTS COMPACTED BACKFILL 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. SEDIMENT DEPOSITION ZONE ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. : A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE TUBULAR MARKER EXISTING OR PROPOSED INLET END SHALL TIGHTLY ABUT TO BACK OF CURB VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR. 1. 2. 3. 4. CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS. SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY. VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE STABILIZED. 1. 2. 3. 3" - 6" ROCK CONSTRUCTION FENCE, TYP., TO DISCOURAGE VEHICLE ACCESS EXCEPT AT VTC SIGN "CONSTRUCTION ENTRANCE" R=5' 20' MIN. 3" - 6" ROCK NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL (DETAIL SW-14) IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. 1. 2. 3. 4. 5. 6. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA Prepared Soil ShoreMax Mat A ShoreMax Mat B Channel/Downchute/Spillway Plan View Drawing Not To Scale North American Green 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com TM TM TM Figure 1 TM Figure 2 Figure 3 Steep Channel Continuous Flow Channel Drawn on: 11-01-10 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. TRM* on Side Slopes Geotextile Underlay Prepared Soil ShoreMaxTM Figure 1b High Scour Line Low Flow Line TRM* Underlay * ShoreMax mats can be installed over a variety of underlayments including: sod, turf reinforcement mats (TRMs), geotextiles, and in some cases erosion control blankets (ECBs). TRM* Underlay TRM* Underlay TRM* Underlay TRM* on Side Slopes Prepared Soil ShoreMaxTM 1. Prepare soil before installing erosion control products, including any necessary application of lime, fertilizer, and seed. 2. Install turf reinforcement mat (TRM) over prepared soils according to manufacturer's recommendations. 3. Place ShoreMax mat over the installed TRM (figure 1). When using multiple panels, connect the panels using the Integrated Panel Interlock System (figure 2). ShoreMax mat can be laid in either direction. 4. For culvert and outfall applications, ShoreMax mat scour protection should extend a minimum width of 3-4 times the pipe diameter and a minimum length of 4-5 times the pipe diameter (figure 1). With steeper channel gradients, the length of scour protection may need to be extended. 5. Place staples/anchors in the appropriate pattern. Perimeter staples can be shared between two adjacent panels. In soft or highly erodible soils, percussion earth anchors may be required. View ShoreMax Anchoring Guide, for additional details. 6. Place 1 staple/pin per linear foot along the leading edge of the ShoreMax system, resulting in one staple/pin on each corner and gridline (figure 3). ShoreMax TRM* Underlay ShoreMax ShoreMax Leading Edge Anchoring Integrated Panel Interlock System Prepared Soil Prepared Soil Prepared Soil ShoreMax Mat A ShoreMax Mat B Outlet/Culvert Plan View Drawing Not To Scale TM TM TM TM TM d = Pipe Diameter Scour Length = 4 to 5 x d Scour Width = 3 to 4 x d Figure 2 Figure 3 Drawn on: 3-15-11 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. * ShoreMax mats can be installed over a variety of underlayments including: sod, turf reinforcement mats (TRMs), geotextiles, and in some cases erosion control blankets (ECBs). TRM* Underlay TRM* Underlay TRM* Underlay Figure 1 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com 1. When installing ShoreMax mat, the anchor pattern (figure 3 or 4) should be selected based on the expected maximum design conditions (shear stress, velocity, or wave impact) (figure 1). 2. Anchor selection should be based on the soil type and pull-out strength required (figure 2). In soft, highly erodible soils percussion earth anchors may be necessary. Earth anchors can be installed in conjunction with rebar staples (figure 4). 3. When using percussion earth anchors, position anchors in each corner and the center of the panel. Place staples in the appropriate pattern through remainder of mat. Staples can be shared between two adjacent panels. Drawing Not To Scale Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. Drawn on: 3-15-11 Max. 9 staples/panel Max. 13 staples/panel Max. 15 staples/panel F Pattern G Pattern H Pattern 5EA +Max. 4 staples/panel 5EA + Max. 8 staples/panel 5EA + Max. 10 staples/panel F Pattern G Pattern H Pattern *Note: Number of staples used per panel can be reduced by 30-40% when sharing staples between panels. - Percussion Earth Anchor - Wire/Rebar Staple 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com Drawn on: 3-16-11 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. NOTES: * Use ECMDS for more accurate staple pattern selection. 2"-5" (5-12.5cm) 3.3' (1m) 6' (1.8m) 3' (0.9m) 4' (1.2m) 1.6' (0.5m) 2' (0.6m) 10" (25cm) 10"(25cm) 20"(0.5m) 0.7 Staples per SQ.YD. 1.15 Staples per SQ.YD. 1.7 Staples per SQ.YD. 3.4 Staples per SQ.YD. 3.75 Staples per SQ.YD. 4:1 Slopes (A) 3:1 Slopes (B) 2:1 Slopes (C) 1:1 & Steeper Slopes (D) Medium/High Flow Channel (D) High Flow Channel And Shoreline (E) Drawing Not To Scale A B C D E 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 6' (1.8m) 3.3' (1m) 3.3' (1m) 3' (0.9m) 3.3' (1m) 3.3' (1m) 3.3' (1m) 1.6' (0.5m) 4' (1.2m) 4' (1.2m) 2' (0.6m) 2' (0.6m) 20"(0.5m) R 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com TRAVEL 13' INTERSECTIONS LEFT 6' 36' ROADWAY 57' ROW (MIN.) 4.5' 6.5' MIN. FENCE SETBACK ROADWAY WIDTH: 36' wide without bike lane; 42' wide with bike lane; 36'; wide with left turn lane. RIGHT OF WAY WIDTH: 57' (min) plus 18' (min.) utility easement. TRAVEL LANES: Two lanes, 10' wide, 13' wide at intersections shared with bicyclists, or 10' wide where BIKE LANES: Bicyclists shall share the roadway with motor vehicles in the travel lanes. Additional street width may be required to add bike lanes 6' wide on each side to accommodate bike traffic within and leading to activity areas. PARKING: Two lanes 8' wide. Parking will be removed at intersections where a left turn lane is required. PARKWAY: 6' (min.) width. Additional width optional. SIDEWALK: 4.5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. WHERE USED: These specifications shall apply to streets where traffic volume on the street is anticipated to be in the range of 1,000 to 2,500 vpd. FENCES: Fences shall be setback a minimum of 6.5' from the parkway edge of the sidewalk. ACCESS: Access will be limited. Points of access must be approved by the Local Entity. CURB AND GUTTER: Vertical curb and gutter. SPEED LIMIT: 25 MPH UTIL. ESMT. 9' 9' UTIL. ESMT. DESIGN SPEED: 30 MPH CONTINUITY: The street shall be continuous for no more than 1320 feet. FORT COLLINS ONLY 36' ROADWAY bike lanes are required. 4.5' 6' refuge. Additional roadway and right of way width may be required. MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian LEFT TURN LANES: 10' wide, at intersections where needed. City of Fort Collins, Colorado UTILITY PLAN APPROVAL City Engineer Date Water & Wastewater Utility Date Stormwater Utility Date Parks & Recreation Date Traffic Engineer Date Environmental Planner Date Environmental Planner Date