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Home My WebLink About2106 S. TAFT HILL ROAD (WEST VILLAGE OFF TAFT) - FDP - FDP170015 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSW. PROSPECT RD. S. SHIELDS ST. S. TAFT HILL RD. W. DRAKE RD. W. STUART ST. STA: 10+00.0 - 11+20.49 PRIVATE DRIVE 20' ROADWAY UTIL. ESMT. 12' WALK 6.0' STA: 11+20.49 - 13+44.57 PRIVATE DRIVE 2% (MIN.) FLUSH CURB 1.0' 27' ROADWAY UTIL. ESMT. 12' WALK 6.0' 2% (MIN.) 7' PARK (MIN.) PKWY 6' 20' TRAVEL CROSS SECTIONS FOR PRIVATE DRIVE Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C0.00 COVER SHEET CONTACT INFORMATION PROJECT TEAM: I hereby affirm that these final construction plans were prepared under my direct supervision, in Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C0.01 CONSTRUCTION NOTES GENERAL AND CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner GENERAL NOTES CONTROL CONTROL IRR IRR G T T CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G T T T T T T T W X S M X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W OWNER: BLACK J/M/S OWNER: BLACK M/J LOT 8 LOT 21 LOT 22 LOT 23 VILLAGE WEST NINTH FILING SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W S S W W W W W W S S UD UD UD UD UD UD UD UD UD UD UD UD UD UD W CONTROL CONTROL IRR IRR G CTV CTV G G G W X S X X X X X X X X X X X X X X X X X X X X X X X X X CONTROL CONTROL IRR IRR G CTV G G W X S S W X X X X SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W SS SS SS SS SS SS SS SS SS SS S S S 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W S S W W CONTROL CONTROL IRR IRR G CTV CTV G G G W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 87.09 86.80 86.53 86.71 86.62 86.41 85.95 (85.82) (87.65) 87.18 88.79 87.90 87.80 LOT 5 OWNER: BLACK J/M/S OWNER: BLACK M/J LOT 8 LOT 21 LOT 22 LOT 23 VILLAGE WEST NINTH FILING VILLAGE WEST FOURTH FILING 5080 5085 5090 5095 5100 5080 5085 5090 5095 5100 9+50 10+00 11+00 12+00 13+00 14+00 5089.83 5089.68 5088.94 5088.06 5087.34 5086.93 5086.78 5086.65 5086.53 5086.40 5086.28 5086.15 5086.03 6.44% 2.00% 0.50% -3.50% -0.50% PVI STA = 10+09.69 PVI ELEV = 5089.32 PVI STA = 10+15.70 PVI STA = 10+21.33 PVI ELEV = 5089.70 PVI ELEV = 5089.82 PVI STA = 13+44.57 PVI ELEV = 5085.93 40.0' VC HP ELEV = 5089.85 HP STA = 10+31.33 PVI STA = 10+46.33 PVI ELEV = 5089.94 BVCS: 10+26.33 BVCE: 5089.84 EVCS: 10+66.33 EVCE: 5089.24 A.D. = 4.00 K = 10.00 60.0' VC PVI STA = 11+30.36 PVI ELEV = 5087.00 BCVS: 11+00.36 BVCE: 5088.05 ECVS: 11+60.36 EVCE: 5086.85 A.D. = 3.00 K = 20.00 PROPOSED GRADE EXISTING GROUND CTV X S W X X X X SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X W CONTRACTOR **MUST** PREVENT **ALL** TRACKING OF SEDIMENT AND DEBRIS ONTO PERVIOUS PAVEMENTS SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF W W W W Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C5.01 EROSION CONTROL DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: 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. Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C6.01 DETAILS 11 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R THICKNESS ASPHALT DESIGNED 2T* W ASPHALT 2T* W T W P.C. CROSSPAN Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C6.02 DETAILS 12 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRADING PLAN TYPE "B" LOT PLAN VIEW ISOMETRIC VIEW OVERLOT TEMPLATE "B" LOT OVERLOT GRADING NOTES: LOT GRADING RECOMMENDATIONS: 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 1/2" THK GALV. STEEL PLATE 5 3 5" DIA. (POND A) 4 1 6" DIA. (POND B) 1'-5" 1/2" Ø HOLES FOR 3/8" Ø EXPANSION BOLTS EMBEDDED 2" INTO CONCRETE WALL @ 12" O.C. MIN. INVERT ELEV. 5082.06 (POND A) 5083.03 (POND B) PAVER SECTION WITH UNDERDRAIN Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C6.03 DETAILS 13 400 100-YEAR ORIFICE PLATE 100 YEAR ORIFICE PLATE SUMMARY POND INV. ELEV. OPENING AREA DIAMETER (IN) A 5082.06 5 3 5" B 5083.03 5 3 10" EMERGENCY OVERFLOW WEIR SUMMARY POND TOP OF WEIR NOTCH ELEV. BOTTOM ELEV. [A] FT. [B] FT. 100-YR SPILL ELEV. A 5084.61 5083.95 5082.06 15 VARRIES 5083.95 B 5085.65 5084.94 5083.03 10 1 5084.94 CONTROL CONTROL IRR IRR G CTV G G W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LOT 5 OWNER: BLACK J/M/S OWNER: BLACK M/J LOT 8 LOT 21 LOT 22 LOT 23 VILLAGE WEST NINTH FILING VILLAGE WEST FOURTH FILING VILLAGE WEST THIRD FILING LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 LOT 5 LOT 4 SOUTH TAFT HILL (ROW VARIES) B1 A1 a1 B2 UD UD UD UD UD UD UD UD b1 20' EMERGENCY 12' UTILITY ACCESS EASEMENT EASEMENT 15' DRAINAGE EASEMENT 6' UTILITY EASEMENT CONTROL CONTROL IRR IRR G CTV CTV CTV CTV CTV CTV G G T T T T T W X S S M W X X X X SS SS SS SS SS M X X X X X X X X X X X X X X X X X X X X X X X X X 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W H1 LOT 5 OWNER: BLACK J/M/S OWNER: BLACK M/J LOT 8 LOT 21 LOT 22 LOT 23 VILLAGE WEST NINTH FILING VILLAGE WEST FOURTH FILING VILLAGE WEST THIRD FILING LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 LOT 5 LOT 4 SOUTH TAFT HILL (ROW VARIES) h1 Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 4:1 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A2 a3 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION 1. REFER TO THE "FINAL DRAINAGE REPORT FOR WEST VILLAGE OFF TAFT" BY NORTHERN ENGINEERING, DATED 05/16/2017 FOR ADDITIONAL INFORMATION. ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 LEGEND: LEGEND: C7.01 HISTORIC DRAINAGE EXHIBIT 15 SUMMARY TABLE: DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) h1 H1 2.35 0.28 0.35 14.6 13.7 1.26 5.68 LOT 1 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 TRACT A WQCV EXTENTS WQCV EXTENTS 5' CURB CUT POND B STORAGE VOLUME=7993.5 CU. FT. 100-YR ELEV.=5084.94 WQCV ELEV.=5083.50 POND A STORAGE VOLUME=9662.63 CU. FT. 100-YR ELEV.=5083.95 WQCV ELEV.=5082.65 FES A1 OUTLET STRUCTURE EXISTING INLET GRATE EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP EXISTING CURB/GUTTER FLOWLINE 4950 4:1 BANK SLOPE PROPOSED OVERLAND FLOW DIRECTION CONCENTRATED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A2 a3 DRAINAGE BASIN AREA DESIGN POINT DRAINAGE BASIN ID DRAINAGE BASIN MINOR/MAJOR COEFF. FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION 1. REFER TO THE "FINAL DRAINAGE REPORT FOR WEST VILLAGE OFF TAFT" BY NORTHERN ENGINEERING, DATED 05/16/2017 FOR ADDITIONAL INFORMATION. LID TABLE: Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C7.00 DRAINAGE EXHIBIT ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 14 LEGEND: LEGEND: TOP OF POND ELEVATION DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) a1 A1 1.17 0.39 0.48 16.3 14.6 0.82 3.73 b1 B1 0.73 0.66 0.83 6.1 5.0 1.30 6.03 b1 B2 0.45 0.46 0.58 10.0 8.5 0.46 2.14 SUMMARY TABLE: WQCV ELEVATION PROPOSED POROUS PAVERS Design Point Basin ID Basin Area Treatment Type LID System Impervious Area Treated by LID System Percent of Impervious Area Treated by LID System a1 A1 1.168 ac. Extended Detention No 0.227 ac. 0.00% b1 B1 0.733 ac. Pavers Yes 0.493 ac. 57.59% b1 B2 0.452 ac. Extended Detention No 0.136 ac. 0.00% Total 2.353 ac. 0.856 ac. 58% PROPOSED 18" VERTICAL CURB AND GUTTER 401 EMERGENCY OVERFLOW WEIR Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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 402 POROUS PAVERS 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. Standard Curb and Gutter Section, See Standard Drawing 701 4. 0" Curb Height, See Section A-A 5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement. 6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer 7. T = 6" for residential and 8" for commercial. 8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0" TYPE III DETACHED WALK N.T.S. SECTIONS A-A CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * * * * DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. 1/4" per ft. 1" per ft. 1:50 Slope  T Walk 1:50 1:12 (max.) Gutter Parkway Sidewalk Detached 1:12 A A (max) 2' Flare See Note 4 See Note 3 If Concrete Driveway Expansion Joint See Note 6 1/4" per ft. 1" per ft. 1:12 (max.) 1" per ft. Driveway FL See Note 8 I, II, III, or IV Sidewalk Detached SECTION A-A PAVEMENT DESIGN + 1/2" FOR COLLECTOR 8" MIN. FOR RESIDENTIAL. USE CONCRETE 10' MINIMUM (ARTERIAL) 8' MINIMUM (COLLECTOR) PLAN VIEW 6' MINIMUM (LOCAL) COLD JOINT (See Standard Drawing 714) AT 10' O.C. TOOL JOINT FOR PANS OVER 40' CONTROL JOINT REQUIRED CONTROL ROADWAY WIDTH ALL INTERSECTIONS TO HAVE ACCESS RAMPS NOTE: * * & ARTERIALS. SIDES. TO PAN SECTION, TYPICAL BOTH TRANSITION FROM C & G SECTION WALK 8' DOWELL IF JOINTS A TOOL JOINT A JOINTS (TYP.) CONTROL PARALLEL STREET CLASSIFICATION LOVELAND DEPTH OF INVERT W WIDTH CROSS PAN Arterial 10' 1 1/4" 1 1/2" Collector 8' 1" 1 1/8" Local 6' 3/4" 7/8" d (MIN.) d (MAX.) 1 1/2" 2 1/2" 2" DEPTH OF INVERT FT. COLLINS d d 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. ** **   LENGTH (for monolithic pour) 300 DIMENSIONS FOR SLOTTED HDPE PIPE SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 4" 4" R2" 4" 4" R2" 6" OUTLET PIPE FRONT VIEW SIDE VIEW 301 DIMENSIONS FOR SLOTTED HDPE PIPE MONITORING WELL INSTALLATION (PRIVATE PAVED AREAS) 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARIES (REFER TO STORM DRAIN PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" 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. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE 302 THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. EXTEND CONC. TO R.O.W. AT PRIVATE DRIVES Max. Sign Panel 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 3" - 6" ABOVE GRADE 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). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0"2" x 2" x 12'-0" 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) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb See Figure 16-1 SWSAMPLEAVE 2400 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 * 12 Gauge 30" 8" 8" Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk Detached Attached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, CONST. see DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0" 6'-0" T.C. F.L. Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. 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 Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. 200 PAVEMENT DETAIL ON-SITE/PRIVATE PAVING ONLY PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 201 5' CURB CUT MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN STANDARD MANHOLE WW-3 C6.00 DETAILS 10 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 1' 1' W2 NOTES: INSTALLATION: 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. W1 & W2 INSTALLATION NOTES: 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: 10. 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. 11. 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. 12. 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. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. WP CONCRETE WASHOUT AREA CWA 2 3 ROCK SOCK DETAIL ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS VEHICLE CONTROL TRACKING PAD VTC 4 AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C ANCHOR DETAILS PERIMETER ANCHOR TRENCH JOINT ANCHOR TRENCH INTERMEDIATE ANCHOR TRENCH OVERLAPPING JOINT WOOD STAKE DETAIL MINIMUM THICKNESS 1" USE 2x4 MATERIAL FOR STAKES JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TOP OF CHANNEL BANK TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION. STAKING PATTERN SHALL MATCH BLANKET TYPE. UNDISTURBED SOIL TYPE OF BLANKET, PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING INDICATED IN PLAN VIEW (MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING PATTERNS DETAIL ON NEXT SHEET PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP. COMPACTED SUBGRADE 1 >3 THE BLANKET SHALL BE EXTENDED TO THE TOP OF CHANNEL "D" 6" TOPSOIL "M" OVERLAPPING JOINT, SEE DETAIL ON THIS SHEET STAGGER OVERLAPS PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET PER MANUFACTURER SPEC. OR TYPE 1 STAKING SEE THE STAKING PATTERN DETAIL ON NEXT SHEET BLANKET SHALL BE 100% STRAW MIN. DIVERSION DITCH TYPICALLY AT TOP OF SLOPE 6" TOPSOIL 6" MIN. (TYP.) 3" MIN. (TYP.) SINGLE EDGE EROSION CONTROL BLANKET (TYP.) COMPACTED BACKFILL (TYP.) STAKE (TYP.) TWO EDGES OF TWO ADJACENT ROLLS LOOP FROM MIDDLE OF ROLL FLOW 6" 3" MIN. 12" MIN. STAKING PATTERNS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE) PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW-COCONUT COCONUT OR EXCELSIOR STRAW ROLL WIDTH "W" (TYP.) 6' 3' 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 4' 3' 2' ECB EROSION CONTROL BLANKET TYPE TYPE STRAW* STRAW-COCONUT EXCELSIOR COCONUT CONTENT - 30% MIN. - STRAW CONTENT 100% - NETTING MIN. DOUBLE/NATURAL 100% - - EXCELSIOR CONTENT COCONUT 100% - - * FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS DOUBLE/NATURAL DOUBLE/NATURAL DOUBLE/NATURAL 70% MAX. 7 EROSION CONTROL BLANKET 1 WATTLE INSTALLATION 09 A A PLAN VIEW SECTION A-A 2:1 OP WQCV 8 OUTFALL PROTECTION 5 SILT FENCE 6 INDIVIDUAL LOT PROTECTION ILP W RS RS VTC CWA SF SF SF SF SF SF SF SF OP SF SF SF OP LOT 5 OWNER: BLACK J/M/S OWNER: BLACK M/J LOT 8 LOT 21 LOT 22 LOT 23 VILLAGE WEST NINTH FILING VILLAGE WEST FOURTH FILING VILLAGE WEST THIRD FILING LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 LOT 5 LOT 4 SOUTH TAFT HILL (ROW VARIES) 25.8% 28.4% 4.3% 8.8% 10.5% 7.1% 5.0% 1.5% 25.1% 23.6% 21.4% 24.1% 19.8% 7.8% ECB ECB UD UD UD UD UD UD UD UD RS ECB ECB ECB LOT 1 LOT 8 LOT 7 LOT 6 LOT 5 LOT 3 LOT 4 LOT 2 ILP ILP ILP ILP ILP ILP ILP DOVER DRIVE W W W W W W W W Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C5.00 EROSION CONTROL PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 BENCHMARK/BASIS OF BEARING PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED SWALE EXISTING CONTOUR SILT FENCE SF WATTLE PROTECTION W VEHICLE TRACKING PAD VTC SF ILP INDIVIDUAL LOT PROTECTION 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 2.69 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5. REFER TO THE SEE FINAL STORM WATER MANAGMENT PLAN BY NORTHERN ENGINEERING SERVICES, DATED MAY 16, 2017 FOR ADDITIONAL INFORMATION. GENERAL NOTES: PROJECT DATUM: NAVD88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 34-92: WEST SIDE OF TAFT HILL RD. NORTH OF STUART ST. ON A STORM WATER DIVERSION STRUCTURE. ELEVATION: 5088.78 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 12-97: ON WEST STUART ST. BETWEEN ZENITH COURT AND RYELAND LANE, ON THE SOUTH END OF THE EAST HEADWALL OF THE CANAL BRIDGE. ELEVATION: 5116.62 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 22-T7N-R69W AS BEARING SOUTH 00°06'35" WEST LEGEND: ROCK SOCK WITH MARKER RS EROSION CONTROL BLANKET ECB TABLE OF CONSTRUCTION SEQUENCE AND BMP EROSION CONTROL NOTES: APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter 08 CONCRETE WASHOUT AREA CWA PROPOSED POROUS PAVERS PROPOSED BIO-SWALE OP OUTFALL PROTECTION EXISTING GROUND PROPOSED GRADE CONTROL CONTROL IRR IRR G G G W X X X X X X X X X X X X X X VILLAGE WEST THIRD FILING LOT 1 LOT 2 LOT 3 LOT 4 SOUTH TAFT HILL (ROW VARIES) R37' POROUS PAVERS 6' SIDEWALK PRIVATE DRIVE 20' EMERGENCY ACCESS EASEMENT 12' UTILITY EASEMENT END 18" VERTICAL CURB AND GUTTER N:121065.31 E:184563.31 FIRE HYDRANT LOT 1 LOT 8 LOT 7 LOT 6 LOT 5 LOT 3 LOT 4 LOT 2 TRACT A TYPE III DRIVE ENTRANCE ANGLE EASTERN HAWK LIGHT EAST TO ALLOW FOR SHARED USE WITH THE PRIVATE ENTRANCE 25'  -  20.00 5' CURB CUT 26'  - EOP AREA TO BE STRIPED FOR NO PARKING CONCRETE APRON N:121019.48 E:184215.82 TIE TO EXIST N:121012.69 E:184205.51 TIE TO EXIST N:121069.55 E:184205.58 RAMP RAMP 6' SIDEWALK EXISTING HAWK LIGHTS "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" "NO PARKING SIGN FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN 18" VERTICAL CURB AND GUTTER FLUSH CURB AND GUTTER "STOP" SIGN Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CENTERLINE NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING GRADE PROPOSED GRADE CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C4.01 PLAN AND PROFILE PRIVATE DRIVE ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 07 EXISTING CURB & GUTTER PROFILE SCALE: PROPOSED POROUS PAVERS PROPOSED 18" VERTICAL CURB & GUTTER VILLAGE WEST THIRD FILING LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 4 85.71 85.68 84.05 83.04 BOW 85.61 BOW (85.35) 85.35 TOW 86.08 BOW 86.08 TOW 88.43 TOW 86.20 BOW (87.39) 86.04 87.39 87.91 86.34 (88.09) (86.65) 85.74 87.39 88.37 88.02 87.18 85.16 84.59 84.61 TOW 83.44 BOW 85.56 85.23 82.73 83.13 BOW 82.33 84.62 82.16 84.61 TOW 83.06 BOW 82.31 BOW 85.61 TOW 82.14 BOW 27'EOP- R37.00 PRIVATE DRIVE (SEE SHEET C4.01) 24'EOP- 6' SIDEWALK 6' SIDEWALK 4:1 4:1 4:1 5:1 2.1% 6:1 2.2% 2.1% 6.8% 13.4% 9.4% 8.3% 7.5% 4.7% 4:1 4.3% 10.5% 8.1% 7.5% 2.1% 7.1% 5.5% 89.18 87.22 87.73 87.55 82.06 BOW B FG=89.94 TF=90.61 B FG=89.68 TF=90.35 B FG=89.11 TF=89.78 B FG=88.87 TF=89.54 B FG=88.52 TF=89.19 B FG=88.23 TF=88.90 B FG=87.32 TF=87.99 88.11 88.02 86.64 85.41 83.31 (84.80) 83.12 (88.43) 20' EMERGENCY ACCESS EASEMENT 12' UTILITY EASEMENT (84.60) 5.0% 5.5% 0.6% 2.9% 11.1% 2.0% 83.04 82.96 15' DRAINAGE EASEMENT END 18" VERTICAL CURB AND GUTTER N:121065.31 E:184563.31 LOT 8 LOT 7 LOT 6 LOT 4 LOT 5 LOT 3 LOT 2 LOT 1 TRACT A 90.13 89.75 (89.33) (89.20) (89.63) (88.92) (88.82) (88.71) (87.96) (88.57) (90.45) (90.68) 89.62 RIGHT-OF-WAY LINE EXISTING PROPERTY LINE EXISTING PROPERTY LINE EXISTING PROPERTY LINE 20'EOP- 39' 4:1 5:1 4:1 4:1 4:1 6:1 4:1 5:1 5:1 5:1 (83.06) (89.19) 89.97 89.25 (86.04) (86.59) (86.92) (87.54) (87.63) (87.76) 88.61 BOW 88.23 BOW 84.07 BOW 83.30 BOW 83.06 BOW 84.56 TOW 84.80 TOW 85.57 TOW 88.21 TOW (88.75) TOW (85.52) 85.78 <edit> 85.18 BOW 84.55 4:1 4:1 4:1 4:1 4:1 4:1 5:1 A A B B (83.03) (82.86) (83.55) (83.68) (83.48) (84.07) (84.61) 84.61 BOW 82.71 SOUTH TAFT HILL (ROW VARIES) 81.93 2' CONCRETE PAN 18" VERTICAL CURB AND GUTTER FLUSH CURB AND GUTTER BEGINNING OF WALL POROUS PAVERS 2' CONCRETE PAN 2' CONCRETE PAN FLUSH CURB AND GUTTER 18" VERTICAL CURB AND GUTTER OUTLET STRUCTURE B "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN 1.5' LANDSCAPING WALL LANDSCAPING WALL (HEIGHT VARIES) ADDITIONAL ROW DEDICATED 6' UTILITY EASEMENT 5' CURB CUT RIPRAP (83.03) (82.84) 6:1 3:1 4:1 4:1 4:1 4:1 4:1 5:1 5:1 (90.00) (90.04) (89.44) 87.28 89.44 88.61 83.40 90.11 90.11 89.93 86.98 86.73 86.89 86.80 86.59 86.05 85.97 RIPRAP CONCRETE COLLAR "NO PARKING FIRE LANE" SIGN POND B STORAGE VOLUME=7993.5 CU. FT. 100-YR ELEV.=5084.94 WQCV ELEV.=5083.50 POND A STORAGE VOLUME=9662.63 CU. FT. 100-YR ELEV.=5083.95 WQCV ELEV.=5082.65 (89.67) 6' SIDEWALK "STOP" SIGN W X X X X X 82.33 84.62 82.16 84.61 TOW 83.06 BOW 82.31 BOW 82.14 BOW LOT 5 LOT 4 4:1 4:1 2.1% (81.25) 82.06 BOW 15.7% 13.1% 14.6% 13.6% SIDEWALK CHASE ROLL OVER CURB AND GUTTER EXISTING ROLL OVER CURB AND GUTTER OUTLET STRUCTURE A 2' CONCRETE PAN ± 105 S.F. OF SIDEWALK TO BE RECONSTRUCTED (81.43) (83.06) CURBED CONCRETE CHASE (83.03) (82.86) (83.55) 82.71 81.63 81.93 81.43 81.65 DOVER DRIVE LOT 5 VILLAGE WEST FOURTH FILING RIPRAP (83.03) (82.84) (83.01) (82.22) (81.93) (81.50) 81.28 4:1 4:1 EXISTING 15.00 SANITARY SEWER EASEMENT (REC. No.74356) PROPOSED 15' DRAINAGE & UTILITY EASEMENT (BY SEPARATE DOC.) 4:1 2' CONCRETE PAN 4:1 WEEP HOLE PROPERTY LINE (TIE TO EXISTING) 1.5' HEIGHT VARIES MAX HEIGHT = 2.5' (SEE THIS SHEET) 2.5' 0.5' 0.5' 4:1 PROPERTY LINE (TIE TO EXISTING) 2.3' 1.0' HEIGHT VARIES (SEE THIS SHEET) 2' CONCRETE PAN WEEP HOLE CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C4.00 GRADING PLAN ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 06 LEGEND: NOTES: BOW 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. REFER TO LANDSCAPE OR STRUCTURAL PLANS FOR ALL STRUCTURAL WALLS, RETAINING WALLS, LANDSCAPE WALLS, ETC. PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED SPOT ELEVATION PROPOSED BOTTOM OF WALL PROPOSED SLOPES PEDESTRIAN ACCESS RAMPS SIDEWALK CHASE FIELD SURVEY BY: 17.50 PROPOSED SLOPES PROPOSED 18" VERTICAL CURB AND GUTTER EASEMENT LINE ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 868-001 DATE: OCTOBER 8, 2012 Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com MATCHLINE (SEE ABOVE) MATCHLINE (SEE BELOW) PROPOSED BIO-SWALE POROUS PAVERS TOW PROPOSED TOP OF WALL (47.45) EXISTING SPOT ELEVATION 84.60 83.70 EXISTING CURB & GUTTER SECTION A - A SECTION B - B *NOT TO SCALE* *NOT TO SCALE* RIPRAP W W W W S S UD UD UD UD UD UD UD UD W SAN MH 2 STA 13+31.67 N: 121064.17 E: 184362.04 SAN MH 1 STA 11+84.10 N: 121064.17 E: 184509.61 EX. SAN MH 2 STA 10+00.00 N: 121021.60 E: 184688.72 EX. SAN MH 1 STA 8+21.79 N: 121055.30 E: 184863.72 178.21 LF 8" PVC @ 0.31% 184.10 LF 8" PVC @ 0.50% 147.57 LF 8" PVC @ 0.50% LOT 5 VILLAGE WEST FOURTH FILING VILLAGE WEST THIRD FILING LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 LOT 5 LOT 4 SOUTH TAFT HILL (ROW VARIES) PRIVATE DRIVE (SEE SHEET C4.01) POROUS PAVERS 6' SIDEWALK 12' UTILITY EASEMENT 20' EMERGENCY ACCESS EASEMENT LOT 1 LOT 8 LOT 7 LOT 6 LOT 5 LOT 3 LOT 4 LOT 2 TRACT A DOVER DRIVE EXISTING 15' SANITARY SEWER EASEMENT (REC. No.74356) PROPOSED 15' DRAINAGE & UTILITY EASEMENT (BY SEPARATE DOC.) 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 14+00 13+00 12+00 11+00 10+00 9+00 8+00 178.21 LF EXISTING 8" PVC @ 0.31% 184.10 LF 8" PVC @ 0.50% 147.57 LF 8" PVC @ 0.50% SAN MH 2 STA 13+31.67 RIM 5086.5± INV. OUT 5075.10 (E) SAN MH 1 STA 11+84.10 RIM 5085.6± INV. IN 5074.36 (W) INV. OUT 5074.16 (E) EX. SAN MH 2 STA 10+00.00 RIM 5082.1± INV. IN 5073.24 (W) INV. OUT 5073.04 (E) EX. SAN MH 1 STA 8+21.79 RIM 5082.2± INV. IN 5072.48 (W) PROPOSED GRADE EXISTING GROUND 6" HDPE UNDERDRAIN STA.=11+20.40 INV.=5083.33 CONTRACTOR TO CONNECT TO EXIST MH BY CORE DRILLING. GROUT SEAL CONNECTION USING A MINIMUM OF 4000 PSI NON-SHRINK GROUT. WALL Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLE PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SANITARY MANHOLES TO BE 4'Ø 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C3.01 PLAN AND PROFILE SANITARY SEWER ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 05 PROFILE SCALE: 8" W EXISTING WATER MAIN PROPOSED WATER MAIN LEGEND: 16" W EXISTING WATER METER PROPOSED CURB & GUTTER PROPOSED SANITARY MANHOLE PROPOSED FIRE HYDRANT PROPOSED UNDERDRAIN UD W PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE EXISTING CURB & GUTTER PROPOSED STORM PIPE PROPOSED POND OUTFALL PROPOSED LOTLINE EASEMENT LINE PROPOSED SANITARY SEWER SS EXISTING SANITARY SEWER X X X X X X X X X X X X X X 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W OWNER: BLACK J/M/S OWNER: BLACK M/J LOT 8 LOT 21 LOT 22 LOT 23 VILLAGE WEST NINTH FILING VILLAGE WEST THIRD FILING LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 SOUTH TAFT HILL (ROW VARIES) PRIVATE DRIVE SANITARY SEWER (SEE SHEET C3.01) FIRE HYDRANT 22.5° BEND w/ TB N:121089.61 E:184372.49 6" GV (E) N:121089.61 E:184552.12 22.5° BEND w/ TB N:121040.56 E:184254.07 6" WET TAP APPROXIMATE LOCATION N:121040.56 E:184183.15 APPROXIMATE LOCATION OF EXISTING 16" WATERLINE (CONTRACTOR TO VERIFY) 2' CONCRETE PAN 2' CONCRETE PAN 6' SIDEWALK POROUS PAVERS 10.79 LF 12" HDPE @ 0.70% LOT 7 LOT 6 LOT 5 LOT 3 LOT 4 LOT 2 LOT 1 TRACT A 20' EMERGENCY ACCESS EASEMENT 12' UTILITY EASEMENT CONCRETE COLAR UD1 INV. IN=5083.33 (N) FG=5083.32 MONITORING WELL UD2 INV. IN=5083.38 (W) INV. OUT=5083.38 (S) FG=5086.17 27.76 LF 6" HDPE @ 0.20% 191.53 LF 6" PERFORATED HDPE @ 0.50% 11.25° BEND UD3 INV. IN=5084.34 (W) INV. OUT=5084.34 (E) FG=5086.64 14.76 LF 6" PERFORATED HDPE @ 0.50% 11.25° BEND UD4 INV. IN=5084.41 (SW) INV. OUT=5084.41 (E) FG=5086.72 22.95 LF 6" PERFORATED HDPE @ 0.50% 19.40 LF 6" PERFORATED HDPE @ 0.50% 11.25° BEND UD5 INV. IN=5084.53 (SW) INV. OUT=5084.53 (NE) FG=5086.89 MONITORING WELL UD6 INV. OUT=5084.62 (NE) FG=5087.16 APPROXIMATE LIMITS OF PATCHING (SEE NOTE 8) RIGHT-OF-WAY LINE FIRE HYDRANT 6"x6" SWIVEL TEE w/ 6" G.V. & TB N:121040.56 E:184218.88 ADDITIONAL ROW DEDICATED OUTLET B2 RIM=5084.96 INV. OUT=5083.03 (E) FG=5083.03 OPEN END B1 INV. IN=5082.96 (W) FG=5082.96 SEE THIS SHEET FOR OUTFALL INFORMATION SANITARY SEWER (SEE SHEET C3.01) 6' UTILITY EASEMENT 2.1% SG 2.1% SG 2.1% SG 2.2% SG 2.3% SG 84.39 SG 84.62 SG 84.19 SG 83.28 SG 83.48 SG 84.75 SG 84.40 SG 84.53 SG 86.31 86.13 86.56 86.76 86.99 86.79 87.16 87.36 LOT 8 2' CONCRETE PAN 2' CONCRETE PAN SS SS S S W X X SS SS SS SS SS SS SS SS X X X VILLAGE WEST FOURTH FILING LOT 5 LOT 4 ADJUST RIM TO PROPOSED GRADE 19.80 LF 12" HDPE @ 0.50% FES A1 INV. IN=5081.93 (W) FG=5081.93 OUTLET A2 RIM=5084.06 INV. OUT=5082.03 (E) FG=5082.09 2' CONCRETE PAN SIDEWALK CHASE DOVER DRIVE EXISTING SANITARY SEWER (SEE SHEET C3.01) EXISTING 15.00 SANITARY SEWER EASEMENT (REC. No.74356) PROPOSED 15.00 DRAINAGE & UTILITY EASEMENT (BY SEPARATE DOC.) Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C3.00 UTILITY PLAN ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 04 8" W EXISTING WATER MAIN PROPOSED WATER MAIN LEGEND: NOTES: 16" W EXISTING WATER METER PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED UNDERDRAIN UD PROPOSED FINISHED GRADE ELEVATION W PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER CONSTRUCTION SHALL BE PER THE FORT COLLINS WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL SANITARY CONSTRUCTION SHALL BE PER THE FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER. 11. 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. 12. CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO CONFLICTS WITH OTHER UTILITIES. EXISTING CURB & GUTTER PROPOSED STORM PIPE PROPOSED POND OUTFALL MATCHLINE (SEE ABOVE) MATCHLINE (SEE BELOW) PROPOSED LOTLINE 33.43 2.0% 33.43 SG SG PROPOSED SUBGRADE ELEVATION PROPOSED SUBGRADE SLOPES EASEMENT LINE VILLAGE WEST THIRD FILING LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 SOUTH TAFT HILL (ROW VARIES) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 35' REMOVE TREE REMOVE TREE REMOVE AND RELOCATE ±160 L.F. OF CTV LINE REMOVE ±135 S.F. OF CONCRETE WALL REMOVE ±5400 S.F. OF EXISTING GRAVEL PROTECT AND PRESERVE WOOD FENCE PROTECT AND PRESERVE GAS LINE TELEPHONE LINE PEDESTRIAN RAMP PRESERVE AND PROTECT PEDESTRIAN CROSSING SIGN TO BE RELOCATED MAILBOX TO BE RELOCATED VERTICAL CURB AND GUTTER 7' SIDEWALK PRESERVE AND PROTECT GARAGE WATER SERVICE PAVED PATIO WEST QUARTER CORNER SECTION 22-T7N-R69W FND #5 REBAR w/ 3-1/4" ALUMINUM CAP LS 20123 EXISTING GRAVEL DRIVEWAY 2 STORY BRICK ±340 S.F. OF SIDEWALK TO BE REMOVED / / / / APPROXIMATE LIMITS OF PATCHING (SEE NOT 8) ±60 L.F. OF CURB AND GUTTER TO AND BE REMOVED APPROXIMATE SAWCUT LINE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / RELOCATE TELEPHONE POLE T S S M C S W X X SS SS SS SS SS SS SS SS X X X X X X X X LOT 5 VILLAGE WEST FOURTH FILING LOT 4 LOT 5 EXISTING SAN MH RIM=5083.46 INV IN=5073.21 (W) INV OUT=5073.04 (E) WOOD FENCE TO REMAIN 8'' WIDE TIMBER WALL EXISTING SAN MH RIM=5082.15 INV IN=5072.48 (4" SVC, NW, N, NE, E) INV IN=5072.09 (W) INV OUT=5072.03 (S) SHED TO BE REMOVED WOOD FENCE 1' WIDE STONE WALL 178.21 LF 8" PVC @ 0.53% 2 STORY WOOD & BRICK / / / / REMOVE EXISTING STUB ±160 S.F. OF DRIVE TO BE RECONSTRUCTED TO ROLL OVER CURB AND GUTTER AND ATTACHED WALK ± 600 S.F. OF DRIVEWAY & CONCRETE TO BE REMOVED APPROXIMATE SAWCUT LINE WALL TO BE REMOVED TREE TO BE REMOVED APPROXIMATE LIMITS OF PATCHING (SEE NOT 8) EXISTING MAILBOX TO BE RELOCATED TREE TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ± 213 LF OF FENCE TO BE REMOVED WATER METER TO BE ADJUSTED TO FINISH GRADE DOVER DRIVE EXISTING 15' SANITARY SEWER EASEMENT RELOCATE (REC. No.74356) TELEPHONE POLE Sheet of 15 WEST VILLAGE OFF TAFT These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MONITORING WELL VAULT ELEC CONTROL IRR EXISTING LOT LINE EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 EXISTING CONCRETE EXISTING CURB & GUTTER REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT SAWCUT LINE EXISTING FIBER OPTIC FO REMOVE EXISTING STRUCTURE / / / / / / / / / / / / / / / / / / / / / / / / / / FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 868-001 DATE: OCTOBER 8, 2012 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 5. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 7. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 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. 9. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE SHALL BE REMOVED FROM JOINT TO JOINT. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 14. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C2.00 AND DEMOLITION PLAN EXISTING CONDITIONS 03 MATCHLINE (SEE ABOVE) MATCHLINE (SEE BELOW) 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of these plans after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of said engineer’s work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plans by the Local Entity Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. 10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any 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 flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the final drainage and erosion control study Final Drainage Report for West Village Off Taft dated 05/16/2017 by Northern Engineering Services, Inc. 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. 24. 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. 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: PROJECT DATUM: NAVD88 BENCHMARK 34-92 WEST SIDE OF TAFT HILL RD. NORTH OF STUART ST. ON A STORM WATER DIVERSION STRUCTURE ELEVATION: 5088.78 BENCHMARK 12-97 ON WEST STUART ST. BETWEEN ZENITH COURT AND RYELAND LANE, ON THE SOUTH END OF THE EAST HEADWALL OF THE CANAL BRIDGE. ELEVATION: 5116.62 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18' 41. All stationing is based on centerline/flowline (insert proper word) of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer’s expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all “T” intersections. 46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: Approved Variances are listed as follows: CONSTRUCTION NOTES A. Grading and Erosion and Sediment Control 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. B. 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. C. 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. D. 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 Final Drainage Report for West Village Off Taft dated 05/16/2017 by Northern Engineering Services, Inc. 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. E. 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. 02 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. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: VICINITY MAP NORTH PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 34-92: WEST SIDE OF TAFT HILL RD. NORTH OF STUART ST. ON A STORM WATER DIVERSION STRUCTURE. ELEVATION: 5088.78 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 12-97: ON WEST STUART ST. BETWEEN ZENITH COURT AND RYELAND LANE, ON THE SOUTH END OF THE EAST HEADWALL OF THE CANAL BRIDGE. ELEVATION: 5116.62 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 22-T7N-R69W AS BEARING SOUTH 00°06'35" WEST Northern Engineering Services, Inc NE Project No. 868-001 Date: October 8, 2012 ORIGINAL FIELD SURVEY BY: Soilogic Soilogic Project No. 12-1096 Date: December 5, 2012 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: UTILITY PLANS FOR UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 WASTEWATER--City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 STORMWATER- City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CONTACT INFORMATION PROJECT TEAM: G I NEER ING N O R T H E RN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PLANER/ LANDSCAPE ARCHITECT Laura Olive 125 S. Howes Street, Suite 120 Fort Collins, Colorado 80525 DEVELOPER/APPLICANT City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CS Design, INC Cara Schoy, RLA | ASLA 2519 S. Shields Street #129 Fort Collins, Colorado 80526 (970) 420-9462 MAY 2017 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. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: SHEET INDEX GEOTECHNICAL ENGINEER 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. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: Northern Engineering Services, Inc. Bud Curtiss, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ENGINEER ING N O R T H E RN ENGINEER ING N O R T H E RN SITE ENGINEER SURVEYOR COVER SHEET GENERAL AND CONSTRUCTION NOTES EXISTING CONDITIONS AND DEMOLITION PLAN SHEET INDEX GEOTECHNICAL ENGINEER Soilogic Wolf von Carlowitz, PE 1435 Hilltop Circle Windsor, Colorado 80550 (970) 674-3430 UTILITY PLAN SANITARY SEWER PLAN AND PROFILE PRIVATE DRIVE PLAN AND PROFILE EROSION CONTROL PLAN DETAILS HISTORIC DRAINAGE EXHIBIT GRADING PLAN WEST VILLAGE OFF TAFT DRAINAGE EXHIBIT C0.00 C0.01 C2.00 C4.00 C4.01 C3.00 C3.01 C5.00 C6.00 - C6.03 C7.00 C7.01 PROJECT LOCATION 01 C5.01 EROSION CONTROL DETAILS