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Home My WebLink AboutBUCKING HORSE, THIRD FILING - FDP - FDP140015 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPROSPECT RD. TIMBERLINE ROAD DRAKE ROAD SCARECROW RD BLACKBIRD DRIVE BEAR MOUNTAIN DRIVE RIVERSIDE AVE. NANCY GRAY AVE. KATAHDIN DR. GREAT WESTERN RAILROAD MILES HOUSE AVENUE (51' ROW) 51' ROW 7' PARKING 7' PARKING 9' UTILITY ESMT. 15' {}30' -{}-{} 15' -{} 16' TRAVEL 20' EOC-EOC 20' CONCRETE PRIVATE DRIVE (20' TRACT) 5' UTILITY ESMT. 5' UTILITY ESMT. CS1 COVER SHEET A. Reese C. Bowen N/A JUNE 2014 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: Russell + Mills Studios Craig Russell, RLA, ASLA 141 S. College Avenue, Suite 104 Fort Collins, CO 80524 (970) 484-8855 Bucking Horse, LLC Ralf Shields 3702 Manhatten Ave., Suite 201 Fort Collins, CO 80526 (970) 229-5900 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 CS2 GENERAL & CONSTRUCTION NOTES A. Reese C. Bowen N/A A. GENERAL NOTES 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 City of Fort Collins. 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 City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins 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 City of Fort Collins, 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins 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 Developer 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 City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, 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 if 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 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). 17. Prior to final inspection and acceptance by the City of Fort Collins, 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 City of Fort Collins 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 City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Drainage Summary Letter for Bucking Horse - Filing 3, dated June 11, 2014by Northern Engineering Services, Inc., shall be followed and implemented. SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W X X X X X X X X X W WV V CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W S S S S S S S S S S S W W W W W W W W W S S S S S W S W W S W W W S S S W W S S W S W W W W SS SS SS SS SS W W W W W W W W W W W W W W W W W W WV V CO CO CO CO CO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X S S S S S SS S S W W S S UD UD UD UD UD UD UD UD WWWW W WWWW W W W W W W W W W W W S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X 4875 4880 4885 4890 4895 4900 4905 4910 4915 4875 4880 4885 4890 4895 4900 4905 4910 4915 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 PROPOSED GRADE EXISTING GROUND CONNECT TO EXISTING SSMH 10-1 STA 10+00.00 RIM 4893.5� INV. IN 4884.21 (NW) INV. OUT 4884.01 (S) 76.89 LF 8" PVC @ 0.60% SSMH 10-2 STA 10+76.89 RIM 4892.4� INV. IN 4884.87 (NW) INV. IN 4884.87 (SW) INV. OUT 4884.67 (SE) 98.35 LF 8" PVC @ 0.50% SSMH 10-3 STA 11+75.24 RIM 4893.3� INV. IN 4885.56 (SW) INV. OUT 4885.36 (NE) 134.54 LF 8" PVC @ 0.50% SSMH 10-4 STA 13+09.77 RIM 4894.1� INV. IN 4886.43 (W) INV. OUT 4886.23 (NE) 134.54 LF 8" PVC @ 0.50% SSMH 10-5 STA 14+44.31 RIM 4895.5� INV. IN 4887.31 (W) INV. OUT 4887.11 (E) 134.54 LF 8" PVC @ 1.75% SSMH 10-6 STA 15+78.84 RIM 4898.2� INV. IN 4889.86 (NW) INV. OUT 4889.66 (E) 4875 4880 4885 4890 4895 4900 4905 4910 4915 4875 4880 4885 4890 4895 4900 4905 4910 4915 9+00 10+00 11+00 12+00 EX. INLET 3-2 STA 10+00.00 FL. EL 4894.2� INV. IN 4889.49 (N) INV. OUT 4889.49 (S) 147.50 LF 15" RCP @ 0.50% FES STA 11+47.50 FL. EL 4891.7� INV. OUT 4890.22 (S) 8" SANITARY STA.=11+27.28 INV.= 4886.70 PROPOSED GROUND EXISTING GROUND 18" MIN. 18" MIN. SS SS SS SS SS SS SS SS CO CSO S EX. INLET 3-2 STA 10+00.00 N: 16646.68 E: 12291.98 FES STA 11+47.50 N: 16790.44 E: 12259.01 OUTLOT A NANCY GRAY AVENUE SANITARY LINE A vate Miles House-Right FL 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+75 rivate Miles House-Left FL 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+75 Private Miles House-CL 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+75 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE 3.1% 2.0% 2.0% 2.7% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% X 13.44 16.34 9.59 12.43 11.61 6.46 4.30 10.88 B LOT 1 FG=19.31 TF=19.98 B LOT 2 FG=16.97 TF=17.64 B LOT 3 FG=14.06 TF=14.73 G LOT 4 FG=13.06 TF=13.73 G LOT 5 FG=12.24 TF=12.91 OUTLOT H GOOSEBERRY LANE YEARLING DRIVE BUCKING HORSE LANE NANCY GRAY AVENUE OUTLOT A LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 BLOCK 6 TRACT H (17.03) (19.56) (15.92) 4:1 1.4% X X X X STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 3 (SEE FILING TWO) STORM DRAIN 2 (SEE FILING TWO) 20' PRIVATE DRIVE (4.73) (2.72) (0.87) (99.01) (97.32) (96.20) (95.64) (???) (94.98) (95.27) (95.58) (95.80) (95.69) (95.36) (95.05) (94.11) 92.87 93.26 93.54 93.81 94.09 94.36 94.65 GB 95.29 95.87 96.47 97.56 98.94 0.31 1.68 2.57 3.42 1.77 0.11 (4.83) 98.52 97.42 96.82 96.37 96.07 96.14 96.28 96.70 94.74 94.43 96.59 94.17 96.26 D1 UTILITY DETAILS A. Reese C. Bowen N/A CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 100 D1 BEDDING REQUIREMENTS STANDARD MANHOLE ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 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. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN DATE REVISED: D2 UTILITY & DRAINAGE DETAILS A. Reese C. Bowen N/A CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Details\687-002_NG_DETAILS_UTILITY.dwg LAYOUT NAME: D2 DATE: Jun 18, 2014 - 8:43am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� NOT TO SCALE 110 PVC WATER MAIN TRACER WIRE DETAIL D2 WATER MAIN SEAT VALVE RESILIENT CAST IRON VALVE BOX CAST IRON PER CITY OF FORT COLLINS AND AWWA SPECS. ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE D3 ROADWAY DETAILS A. Reese C. Bowen N/A CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 200 CURB AND GUTTER STANDARD DRIVEWAY APPROACH (TYPES I & II) D3 201 D3 NOT TO SCALE 202 STREET INTERSECTION CROSSPAN D3 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 LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STREET INTERSECTION CROSSPAN d d 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. ** **   LENGTH (for monolithic pour) SECTION A-A PAVEMENT DESIGN + 1/2" FOR COLLECTOR D4 ROADWAY DETAILS A. Reese C. Bowen N/A CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 203 D4 SIGN POST 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 REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 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 BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE (MINIMUM) STREET (HP) HIGH (HP) POINT 3 TO 5 FEET VERTICAL DROP DROP (MINIMUM) 6" VERT. 1% OR SLOPE (MINIMUM) 2% (MINIMUM) 1% OR 2% SLOPE R.O.W. LOW OF SIDE LOT 2% (MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) (MINIMUM) 1% OR 2% HIGH (HP) POINT (MINIMUM) 1% OR 2% SLOPE SLOPE BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE X X X X X X X SS SS SS IP IP STORM DRAIN SEE SHEET ST1 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RP RP SF RP RP RS RS RS RS RS RS RS RS RS RS RS W W W NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 EC1 EROSION CONTROL PLAN A. Reese C. Bowen 1"=60 LEGEND: 5013 PROPOSED CONTOUR City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner EC2 EROSION CONTROL DETAILS A. Reese C. Bowen NTS COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {PREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {SILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EC3 EROSION CONTROL DETAILS A. Reese C. Bowen NTS MANHOLE ROCK BERM SHALL CURB INLET 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 2' 3' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }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{NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA CWA 004 EC3 005 EC3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Drng\687-002_NG_EROS.dwg LAYOUT NAME: EC3 DATE: Jun 18, 2014 - 9:14am CAD OPERATOR: ben LIST OF XREFS: [687-002_NG_xTOPO] [687-002_BUCK_xEXST] [NES-xborder] [687-002_NG_KEYMAP] [687-002_BUCK_xSITE] [687-002_NG_xUTIL] [687-002_NG_xGRAD] [687-002_NG_xSITE] [687-002_FT_xSITE] [687-002_FT_xUTIL] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� PLANTED RIPRAP INSTALLATION TYPE H TYPE M TYPE L TYPE VL 2-10 35-50 70-50-100 70 TABLE I CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)* TYPE VH * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT. ** MIX VL AND L RIPRAP WITH 30% (BY VOLUME) TOPSOIL AND BURY IT WITH 6+ INCHES OF TOP SOIL, ALL VIBRATION COMPACTED, AND REVEGETATED. 50 6 2 9 12 6** 35-50 2-10 50-70 70-100 9 3 12 15 9** 35-50 2-10 50-70 70-100 12 4 18 21 12 24 18 50-70 24 35-50 2-10 50-70 2-10 70-100 35-50 24 9 33 6 42 18 70-100 30 TABLE II GRADATION FOR GRANULAR BEDDING U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A SIEVE SIZE 3 INCHES 1 1/2 INCHES 3/4 INCHES 3/8 INCHES #4 #16 #50 #100 #200 PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES -- -- -- 100 95-100 45-80 10-30 2-10 0-2 90-100 -- 20-90 -- 0-20 -- -- -- 0-3 VL(d = 6IN.), L(d = 9 IN.) M(d = 12 IN.) H(d = 18 IN.) TABLE III THICKNESS REQUIREMENTS FOR GRANULAR BEDDING U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES COURSE-GRAINED SOILS** 4 4 6 6 6 6 8 8 50 50 50 50 TYPE II 50 SEE TABLE III 2' 2d 50 2d SEE TABLE III 50 TYPE II BEDDING RIPRAP FLARED END SECTION (TYP.) GRANULAR BEDDING RIPRAP TYPE II BEDDING TYPE I BEDDING GRANULAR BEDDING CONCRETE CUTOFF WALL RIPRAP AT PIPE OUTLET {WITH CUTOFF WALL} RIPRAP AT PIPE OUTLET {WITHOUT CUTOFF WALL} * MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE. 12" MIN. COMPACT BACKFILL TO 95% STANDARD PROCTOR STAPLES FABRIC SOIL STAPLES FABRIC RIPRAP {FILTER FABRIC PLACEMENT AND LAP DETAIL} {LAP DETAIL} FOR PLANTED RIPRAP, REMOVE PORTION OF RIPRAP MINUS 4". IF DIRECTED BY ENGINEER BEFORE PLACEMENT, MIX RIPRAP WITH STABILIZATION SOIL (GRAVELY, CLAYEY TOPSOIL). APPROXIMATE RATION OF 75% RIPRAP:25% STABILIZATION SOIL. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP. FINISHED GRADE DESIGN RIPRAP GRADE PLACEMENT OF ROCK IN TOP LAYER WILL REQUIRE DISTURBANCE OF FIRST LAYER SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL VOID FROM FINISHED SURFACE TO NATIVE SOIL. D 50% D MAXIMUM THICKNESS OF FIRST LIFT PLACEMENT OF TOP LIFT WILL REQUIRE ADJUSTMENT OF FIRST LIFT 41D 0" MIN 6" MAX 3" TYP MEASUREMENT ON SLOPE PERPENDICULAR TO SLOPE SEE NOTE 3 BELOW. GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL FOR BOTH BURIED AND EXPOSED RIPRAP. FOR PLANTED RIPRAP: FINAL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET, AS APPROVED. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK WILL BE REWORKED. PLACE STABILIZATION SOIL SO NO MORE THAN 3 INCHES THICK OVER ROCK AND 25 TO 50 PERCENT OF ROCK EXPOSED AS DIRECTED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON PLANNING PLANS. 4" TO 6" TYPE I OR TYPE II GRANULAR BEDDING, PER TABLE III, FOR RIPRAP VL AND L. 18" THICK LAYER OF TYPE L RIPRAP FOR TYPES M, V, AND VH RIPRAP. {TYPICAL PLANTED RIPRAP PLACEMENT} FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS AN ALTERNATIVE TO A TWO LAYER FILTER. FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CLASS A DRAINAGE GEOTEXTILES - SECTION 712. FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 1, FOR RIPRAP SIZING. FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN WIDTH. COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT. FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS. {GENERAL NOTES:} 1. 2. 3. 4. {PLANTED RIPRAP NOTES:} 1. 2. 3. {FILTER FABRIC NOTES:} 1. 2. RP OPTIONAL UNDERDRAIN 006 EC3 NOT TO SCALE NOT TO SCALE NOT TO SCALE 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL ROCK SOCK SECTION ROCK SOCK PLAN 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK JOINTING 12" 12" {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. 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 MATCHES SPECIFICATIONS FOR {3/NO. 8}4 COARSE " AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK 0-SHALL 5 BE FRACTURED FACE, ALL SIDES NOT TO SCALE 007 EC3 ROCK SOCK 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN. 4" MIN. {1 " x 1 " WOODEN FENCE POSTS} COMPACTED BACKFILL SILT FENCE SF WATTLE INSTALLATION WATTLES - DETAIL A 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. 1' 1' WATTLES - DETAIL B 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. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %CURB INLET WATTLE PROTECTION SETUP% SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE 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. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {PERVIOUS INSTALLATION} {IMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET CONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB CURBSIDE CHECKDAMS SETUP SF 000 EC2 001 EC2 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Drng\687-002_NG_EROS.dwg LAYOUT NAME: EC2 DATE: Jun 18, 2014 - 8:43am CAD OPERATOR: ben LIST OF XREFS: [687-002_NG_xTOPO] [687-002_BUCK_xEXST] [NES-xborder] [687-002_NG_KEYMAP] [687-002_BUCK_xSITE] [687-002_NG_xUTIL] [687-002_NG_xGRAD] [687-002_NG_xSITE] [687-002_FT_xSITE] [687-002_FT_xUTIL] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� NOTES: 1.FIBER ROLLS TO BE STAKED AS REQUIRED. 2.FIBER ROLLS TO REMAIN IN-PLACE UNTIL VEGETATION IS ESTABLISHED. {PLAN VIEW} {ISOMETRIC VIEW} DRIVEWAY DRIVEWAY STREET SIDEWALK SIDEWALK 002 EC2 EROSION CONTROL FOR CONSTRUCTION ON INDIVIDUAL RESIDENTIAL LOTS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R VEHICLE CONTROL TRACKING PAD VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC 003 EC2 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS 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.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 3.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. { 4.SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET CS2, AS WELL AS DETAILS ON SHEETS EC2 & EC3.} GENERAL NOTES: 93 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: C:\Users\ben\appdataocal\temp\AcPublish_5888\687-002_NG_EROS.dwg LAYOUT NAME: EC1 DATE: Jun 18, 2014 - 9:05am CAD OPERATOR: ben LIST OF XREFS: [687-002_NG_xTOPO] [687-002_BUCK_xEXST] [NES-xborder] [687-002_NG_KEYMAP] [687-002_BUCK_xSITE] [687-002_NG_xUTIL] [687-002_NG_xGRAD] [687-002_NG_xSITE] [687-002_FT_xSITE] [687-002_FT_xUTIL] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� KEYMAP DRAKE ROAD TIMBERLINE ROAD EC 1 A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON OUTLOT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. EROSION CONTROL NOTES: SILT FENCE PLANTED RIPRAP PROTECTION SF SWALE WATTLE DIKE WD RP SF IP W NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. PERMANENT BMP'S TEMPORARY BMP'S EF City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ROCK SOCK RS (MINIMUM) STREET (HP) WINDOW WELL HIGH (HP) POINT DROP 6" VERT. DROP 6" VERT. (MINIMUM) (MINIMUM) OF LOT MIDPOINT CURB FLOW LINE R.O.W. LOW OF SIDE LOT (2% MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) WINDOW WELL HIGH (HP) POINT MIDPOINT OF LOT D5 GRADING DETAILS A. Reese C. Bowen N/A CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R DETACHED SIDEWALK A VERT. CURB & GUTTER 2% MIN. F SLOPE FG=PHP+0.5' (MIN) TF=FG+0.7' (MIN) ROW 10.00 HFC 8.50 LFC 13.8 HRC LRC 12.3 DETACHED SIDEWALK B VERT. CURB & GUTTER 2% MIN. F SLOPE ASSUMED BUILDING FOOTPRINT ROW HFC 10.00 LFC 8.5 9.5 HRC 8.0 LRC DETACHED SIDEWALK G VERT. CURB & GUTTER BUILDING SETBACK 2% MIN. F SLOPE 2% MIN. 10.HFC 0 ROW 8.5 LFC 1.5 HRC 0.0 LRC OR W 12.3 PHP 10' PHP LOCATION VARIES 11.3 HP 1 9.8 HP 2 2% MIN. 2% MIN. d 11.3 HP 1 9.8 d HP2 3.0 GB1 1.5 GB2 2% MIN. 2% MIN. 2% MIN. 4:1 MAX FG=HP+0.02(d-10) +0.5' (MIN) TF=FG+0.7' (MIN) ELEVATION DIFFERENCE VARIES 4:1 MAX 2% MIN. 2% MIN. 2% MIN. FG=HP+0.02(d-10) 1 +0.5' (MIN) TF=FG+0.7' (MIN) 1 ASSUMED BUILDING FOOTPRINT BUILDING SETBACK 2% MIN. ASSUMED BUILDING FOOTPRINT BUILDING SETBACK 2% MIN. 2% MIN. 2% MIN. 2% MIN. 1.GRADING AND TOP OF FOUNDATION (TF) ELEVATIONS OF ALL LOTS ARE BASED ON THE INDICATED SETBACKS AND BUILDING ENVELOPE. ANY VARIATION FROM THESE PARAMETERS WILL AFFECT THE PRESCRIBED DESIGN ELEVATIONS. IT SHALL BE THE RESPONSIBILITY OF THE HOME BUILDER TO ENSURE ALL GRADING REQUIREMENTS ARE MAINTAINED WHEN THE BUILDING PERMIT APPLICATION IS SUBMITTED. 2.INDIVIDUAL LOT GRADING/DRAINAGE SHALL BE INDICATED ON THE "SITE PLAN" (AKA, PLOT PLAN) SPECIFIC TO EACH LOT. THE HOME BUILDER'S ENGINEER MAY INCORPORATE MINOR ADJUSTMENTS TO ENSURE PROTECTIVE GRADING AND MINIMUM SLOPES WORK WITH THE PROPOSED FOOTPRINT. ALL LOT CORNER ELEVATIONS, AND ANY LOT LINE HIGH POINTS/GRADE BREAKS SHOWN HEREIN, SHALL REMAIN AS INDICATED UNLESS BUILDER'S ENGINEER CAN CERTIFY THAT OVERALL HFC=HIGH FRONT LOT CORNERHPx=HIGH POINT LFC=LOW FRONT LOT CORNERGBx=GRADE BREAK HRC=HIGH REAR LOT CORNERFG=FINISHED GRADE LRC=LOW REAR LOT CORNERAT BUILDING FOOTPRINT PHP=PROTECTIVE HIGH POINTTF=TOP OF FOUNDATION ELEVATION LOT GRADING NOTES LEGEND 2% MIN. 2% MIN. 2% MIN. NOT TO SCALE 302 D5 TYPICAL LOT GRADING I:\StmWtr\Criteria Manual\D50.dwg 4/7/11 CAD FILE NAME: GRADING PLAN DRAWN BY: T. COX D50.dwg TYPE "G" (GARDEN LEVEL) LOT 4/20/05 PLAN VIEW ISOMETRIC VIEW DETAIL D-50 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES I:\StmWtr\Criteria Manual\D48.dwg 4/7/11 CAD FILE NAME: GRADING PLAN DRAWN BY: T. COX D48.dwg TYPE "B" LOT 4/20/05 PLAN VIEW ISOMETRIC VIEW DETAIL D-48 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES 300 D5 NOT TO SCALE TYPE "B" LOT GRADING PLAN NOT TO SCALE 301 D5 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN 6' UTIL. EASEMENT 0.00% 2.00% 2.00% 9' UTIL EASEMENT OVERLOT TEMPLATE "A" LOT VARIES LOT LINE BACK 2.00% 9' UTIL EASEMENT FLOWLINE ROW 6' UTIL. EASEMENT 2.00% 2.00% 6' UTIL. EASEMENT 2.00% 9' UTIL EASEMENT OVERLOT GRADING NOTES: BACK FINISHED LOT CORNER 4:1 MAX. FRONT FINISHED LOT CORNER FLOWLINE ROW FRONT FINISHED LOT CORNER BACK FINISHED LOT CORNER 4:1 MAX. FLOWLINE ROW VARIES (SEE PLANS) BACK FINISHED LOT CORNER LOT LINE BACK LOT LINE BACK FRONT FINISHED LOT CORNER OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL POST BUILDING PERMIT PRE-BUILDING PERMIT POST BUILDING PERMIT PRE-BUILDING PERMIT NOT TO SCALE 303 D5 TYPICAL OVERLOT GRADING 4:1 MAX. 0.0%, 0.5% MAX. LOT GRADING RECOMMENDATIONS: HOME BUILDERS ARE STRONGLY ENCOURAGED TO FOLLOW THE "SITE GRADING AND DRAINAGE GUIDELINES" AS SPECIFIED IN THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HANDBOOK NO. 4145.1 REV-2, APPENDIX 8. THOSE RECOMMENDATIONS INCLUDE, BUT ARE NOT LIMITED TO: A.ALL UNPAVED LOT AREAS, EXCEPT THOSE PRESERVED IN AN APPROPRIATE NATURAL CONDITION, SHOULD BE FINE GRADED TO PROVIDE SMOOTH EVEN SURFACES CONFORMING TO THE ELEVATIONS NOTED BELOW. ALL VISIBLE ROCK AND DEBRIS SHOULD BE REMOVED PRIOR TO FINE GRADING. 1.PROVIDE MINIMUM FALL OF 6 INCHES AWAY FROM STRUCTURE IN 10 FEET (5% GRADIENT), EXCEPT AS RESTRICTED BY SIDE LOT LINES OR OTHER MAJOR CONSIDERATIONS. THE HORIZONTAL LENGTH OF SUCH SLOPES MAY BE REDUCED AS NECESSARY AT BUILDING CORNERS AND SIDE YARDS. 2.PROVIDE AT LEAST 6 INCHES IN 25 FEET (2% GRADIENT) IN ALL OTHER UNPAVED AREAS. B.DRAINAGE SWALES OR VALLEYS FORMED BY INTERSECTING SLOPES SHOULD HAVE ADEQUATE DEPTH, WIDTH AND LONGITUDINAL GRADIENT TO CARRY AWAY THE MAXIMUM PREDICTABLE VOLUME OF STORM WATER RUNOFF. 1.GRADIENTS OF UNPAVED SWALES SHOULD NOT BE LESS THAN THAT REQUIRED FOR OTHER UNPAVED AREAS. 2.SURFACE EROSION PROTECTION SHOULD BE IN PLACE TO PREVENT ACCUMULATION OF WATER IN CRITICAL DRAINAGE SWALES. C.ROOF DRAINAGE SHOULD DISCHARGE AT LEAST 5 FEET AWAY FROM BUILDING WALLS WHEN EXPANSIVE, COLLAPSIBLE OR ERODIBLE SOILS ARE PRESENT. D.FOR ACCESS AROUND BUILDINGS AND FOR MAINTENANCE OF BUILDING AND LOT IMPROVEMENTS, PROVIDE AN AREA GENERALLY AT LEAST 4 FEET WIDE WITH A GRADIENT AWAY FROM THE BUILDING NO STEEPER THAN 1 IN 10 (10% GRADIENT). E.GRADIENT OF WALKS SHALL NOT BE STEEPER THAN 1 IN 20 (5%) IN AREAS SUBJECT TO FREQUENT FREEZING OR 1 IN 10 (10%) IN OTHER AREAS. F.LONGITUDINAL GRADIENT OF DRIVEWAYS SHOULD NOT BE LESS THAN ONE PERCENT NOR STEEPER THAN PERMITTED FOR WALKS IF DRIVEWAY IS ALSO USED AS A REQUIRED WALK. IF USED ONLY AS A DRIVEWAY, NO LESS THAN ONE PERCENT (1%) AND NO STEEPER THAN 1 IN 7 (14%), EXCEPT THAT IN AREAS OF HEAVY SNOW FALL OR ICE BUILDUP, LONGITUDINAL GRADIENT SHOULD NOT BE STEEPER THAN 7%. CROWN, OR CROSS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Details\687-002_NG_DETAILS_GRADING.dwg LAYOUT NAME: D5 DATE: Jun 18, 2014 - 8:43am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" NOT TO SCALE 206 TRENCH DETAIL D4 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. LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201 DATE: 08/07/00 TRENCH DETAIL NOT TO SCALE 205 D4 STANDARD SIDEWALK Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, seeCONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial NOT TO SCALE 204 TEMPORARY DEAD END BARRICADES D4 Gutter to gutter width of approach street 1/2 R11-2 (48x30) 1/4 1/4 extended by future development. dead end on a temporary basis, and must be maintained by the Developer until the street is These signs and barricades must be installed by the Developer at the end of all new streets that background, front side only, paint back and edges white. 3. Use 6" wide reflectorized orange stripes on reflectorized white 2. Posts shall be 6" x 6" pressure treated, rot-resistant lumber. 1. Rails shall be nominal lumber dimension. NOTES: 8" to 12" 8" to 12" 8" to 12" 4. Other options may be used as approved by Local Entity Engineer. CONSTRUCTION STANDARD TEMPORARY DEAD END BARRICADES LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1413 DRAWING REVISION DATE: 04/NO: 01/07 2 ROAD CLOSED ATTACHED / SIDEWALK DOES NOT END AT BARRICADE ENDS AT BARRICADE DETACHED OR SIDEWALK No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Details\687-002_NG_DETAILS_SITE.dwg LAYOUT NAME: D4 DATE: Jun 18, 2014 - 8:43am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� NOT TO SCALE 207 D4 PRIVATE SIDEWALK DETAIL 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" DETACHED SIDEWALK DETAIL Variable Slope sidewalk to curb 1/4" per foot. 2' min. 4" THICK 4" THICK NOT TO SCALE 208 D4 PRIVATE PAVEMENT DETAIL HEAVY DUTY LIGHT DUTY HEAVY DUTY PRIVATE ALLEY/ PRIVATE STREET {ALTERNATIVE A - COMPOSITE SECTION WITH FLY ASH} {ALTERNATIVE B - PORTLAND CEMENT CONCRETE PAVEMENT} NOTE: SEE THE PRELIMINARY GEOTECHNICAL EXPLORATION REPORT FOR BUCKING HORSE DEVELOPMENT PREPARED BY EARTH ENGINEERING COMPANY, INC (EEC PROJ. #1122025B) FOR ADDITIONAL INFORMATION 12" SUBGRADE STABILIZED WITH CLASS 'C' FLY ASH 3" HOT BITUMIOUS PAVEMENT (S OR SX) 6" AGGREGATE BASE COURSE (CLASS 5 OR 6) 12" SUBGRADE STABILIZED WITH CLASS 'C' FLY ASH 6" CONCRETE 4" HOT BITUMIOUS PAVEMENT (S OR SX) 7" AGGREGATE BASE COURSE (CLASS 5 OR 6) LANDSCAPING SLOPE: MIN 1 4"/FT MAX 3"/FT 1 2" EXPANSION JOINT MATERIAL City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 {NOTE}:CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 1:12 max. X=2' min. Driveway Width Varies 2'-0" 6" Attached Sidewalk Lip FL Back of curb Right of Way line Detached Attached Right of Way Line Detached Sidewalk 1:24 (max.) NOTE: 1. Concrete driveway must be provided to the property line. Refer toC�� 25for minimum removal dimensions. X Y W X Y W = Width 1:12 (max.) Property Line t 1/4" PER FT. N.T.S. SECTION A-A 2" t 1:12 (max.) t X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk TYPE I TYPE II 1:12 (max.) 1:48 A A PERSPECTIVE X=6'-0" 1:48 SLOPE 1:12 max. B B WALK Y t t WALK t 2" FLOWLINE JOINT EXPANSION BOW 1:12 (max.) 1:24 SECTION B-B N.T.S. LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STANDARD DRIVEWAY APPROACH (TYPES I & II) Ramp if necessary 1:12 max. BOW Expansion joint if drive continues as concrete WALK 6" (max.) 1/2" 2"R. NOT TO SCALE 203 D3 ASPHALT PAVING DETAIL (CROSSPAN) THICKNESS ASPHALT DESIGNED 2T* W ASPHALT 2T* W T W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER ASPHALT PAVING DETAIL (CROSSPAN) STREET STANDARDS LARIMER COUNTY URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710 DRAWING T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. TO R.O.W. AT EXTEND CONC. PRIVATE DRIVES No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Details\687-002_NG_DETAILS_SITE.dwg LAYOUT NAME: D3 DATE: Jun 18, 2014 - 8:43am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 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) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING TO BE TAR COATED BEFORE WRAPPED. THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS. VALVE BOX W\CAST IRON LID MARKED "WATER" ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT UNEXCAVATED A EARTH SECTION A-A ASPHALT A HAND BACKFILL AND IN TAMP 3" LAYERS OPERATING NUT BACKFILL IN 6" LAYERS AND TAMP 2" SQUARE OPEN RIGHT BACKFILL METHOD DEPENDING ON LOCATION NOT TO SCALE 111 D2 VALVE ASSEMBLY BOX �� VALVE (TYPICAL) HYDRANT SECONDARY FIRE HYDRANT (TYPICAL) LOCATOR STATION PVC MAIN TRACER WIRE NOTES: 1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN FOR LOCATOR STATION DETAILS SEE DETAIL 25 2. 3. 4. 800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. SEE NOTE 4 (TYPICAL) INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES) WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 PVC WATER MAIN TRACER WIRE DETAIL 30 4/11/11 NOT TO SCALE 112 D2 STORMWATER BEDDING REQUIREMENTS CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. 1/OR 8 4 PIPE IN. MIN. O.D. PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: CONCRETE END SECTIONS 01/31/01 D-15 NBJ E {DIA.} {D} {A} C B E E E E F F PLAN C B D A RISE SPAN END VIEW E F PLAN F M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES SECTION D F-FA RISSEPAN END VIEW F 3 IN. 5 IN. 5 IN. 3 IN. F 2 FT. 5 IN. 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS, MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL. 3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR 2 FT. 7 IN. PIPE DIAMETER F 18 IN. - 30 IN. 36 IN. - 42 IN. 48 IN. - 60 IN. 72 IN. - 84 IN. 5 IN. 6 IN. 9 IN. CONCRETE JOINT FASTENER. LOCATION OF 1 IN. DIA. HOLES END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED CONCRETE ARCH PIPE DIMENSIONS A B C D E PIPE I.D. IN. 12 15 18 24 30 36 42 48 54 60 72 5 1/2 11 1/2 12 17 18 24 28 27 36 34 1/2 23 26 26 43 53 60 61 70 65 58 75 49 47 48 54 43 37 36 28 35 40 21 72 73 74 97 96 97 97 98 100 98 96 24 29 36 48 60 71 78 84 90 96 108 IN. IN. IN. IN. IN. SECTION F-F 24 30 36 42 48 54 60 30 38 45 53 60 68 76 19 24 29 34 38 43 48 8 1/2 9 1/2 11 1/8 15 3/4 21 25 1/2 30 39 54 60 60 60 60 60 33 18 24 36 36 36 36 72 72 84 96 96 96 96 48 60 72 78 84 90 96 EQUIVALENT (INCHES) CIRCULAR DIAM. (IN.) NOMINAL (IN.) DIMENSIONS SPAN RISE A B C D E 24 30 36 48 54 DIAM. (IN.) CIRCULAR EQUIVALENT 42 60 72 96 96 96 96 96 (INCHES) 96 8 1/2 9 1/2 11 1/8 25 1/2 A DIMENSIONS 15 3/4 SPAN RISE 30 21 NOMINAL (IN.) B C 60 60 60 60 50 60 39 36 36 36 36 46 35 33 78 90 96 84 D 60 72 48 E 29 36 43 50 58 65 72 86 18 22 27 31 36 40 44 54 31 120 72 60 39 99 PLAN SECTION X-X GENERAL NOTES: 1. REVISED CDOH M-603-10 2. CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REQUIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE INCLUDED IN THE 15 L.F. REQUIRED. END VIEW + 113 CONCRETE END SECTIONS D2 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. past the meter pit. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES NOT TO SCALE 107 TYPICAL WATER SERVICE D2 ALL JUNCTION BOXES MUST BE INSTALLED NO MORE THAN 96 INCHES ABOVE THE FLOOR AND HAVE OPEN PROVIDE CLEAR AND UNOBSTRUCTED 2 FT. BY 2 FT. MINIMUM ACCESS TO THE COPPERHORN AND SHUTOFF (IF REQUIRED BY PLUMBING CODE) PRESSURE REDUCING VALVE METERS SHALL NOT BE INSTALLED IN CRAWL SPACES. JUNCTION BOXES SHALL NOT BE INSTALLED IN ATTICS OR CRAWL SPACES. A SECURE SUPPORT IS REQUIRED FOR COPPERHORNS. COPPERHORNS WILL BE INSTALLED SO THAT METERS ARE IN A HORIZONTAL POSITION. 5. 7. 6. 4. 3. 2. GENERAL NOTES: 1. STANDARD 2 IN. DEEP RECESSED (SUGGESTED METHOD) FOR WATER SERVICE LINES SUPPORT OR BRACING REQUIRED WATER SERVICE TO INLET AND OUTLET OF COPPERHORN SHUT-OFF VALVES WITH HANDLES ATTACHED (VERTICAL INSTALLATION RECOMMENDED) AND 48 IN. TO 66 IN. ABOVE FINAL GRADE MOUNT WITHIN 4 FT. OF ELECTRIC METER ELECTRIC BOX (SEE NOTES 2 & 3) 1/2 IN. OR LARGER ELECTRICAL CONDUIT (SEE NOTE 2) (SEE NOTE 4) COPPERHORN 3 IN. MIN. FROM WALL NOT TO SCALE 48 IN. MAX. FROM BASEMENT FLOOR SAME SIDE AS THE ELECTRIC METER AND TERMINATED WITHIN 6 INCHES OF THE COPPERHORN. NO FLEXIBLE ELECTRICAL CONDUIT WILL BE 1/2 INCH OR LARGER ELECTRICAL METALLIC TUBING ONLY, INSTALLED IN CONFORMANCE WITH ARTICLES 347 AND 348 OF THE CURRENT NATIONAL ELECTRIC CODE. CONDUIT MAY NOT EXTEND MORE THAN 75 FEET BETWEEN JUNCTION BOXES. CONDUIT WILL BE CONNECTED TO A RECESSED EXTERIOR ELECTRICAL BOX MOUNTED WITHIN 1 FOOT OF THE FRONT CORNER OF THE STRUCTURE ON THE VALVES. PVC CONDUIT ALLOWED. ACCESS. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD INTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 14 4/11/11 NOT TO SCALE STANDARD INTERIOR SETTING FOR 108 3/4" AND 1" WATER METERS D2 �� U S A {1 1/8"} 7/16" 3 1/2" 7 5/16" 5/2" 8" A S U I E J W �� LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW 9" 6 1/8" 10" 7 9/16" 2 1/16" CLOSED PICKHOLE SIDE) (TYPICAL OPPOSITE 1/2" RAISED LETTERING (RECESSED FLUSH) REFERENCE SPECIFICATIONS 02622-2 THROUGH 02622-4 FOR LOCATOR FOR CP TEST STATION INFORMATION. REFERENCE SPECIFICATIONS 16640-5 STATION BOX INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 CP TEST AND LOCATOR STATION BOX 25 4/11/11 W J E I NOT TO SCALE 109 CP TEST AND LOCATOR STATION BOX D2 SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL STANDARD MANHOLE WW-3 NBJ 4/11/11 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 o MIN. 45 o MAX. TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR MARKER AIR-TIGHT PLUG DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL SERVICE WYE DETAIL WW-9 NBJ 4/11/11 NOT TO SCALE 101 D1 SERVICE WYE DETAIL NOT TO SCALE 102 D1 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING 12 IN. MIN. PIPE O.D. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 NOT TO SCALE 103 D1 PRIVATE SEWER CLEANOUT SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS 6" PVC PIPE CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE 4"-45 ELBOW 45 6"WYE x6"x4" VARIES COMPACTED GRANULAR 4" PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW MATERIAL PVC SLIP VALVE BOX AND COVER W/ "SEWER" CAST INTO COVER SCREW-ON WATER TIGHT PLUG 2'x2'x6" DEEP CONCRETE COLLAR ELBOW COMPACTED GRANULAR 45 WYE 4"-45 6"x6"x4" SRV. GRADE AS REQ'D w/ BELL CUT SRV. TO MATE PIPE VARIES PIPE 6" PVC FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) 4" PVC SDR 35 PIPE OVER CLEANOUT PVC COUPLING SLIP OF SEWER LINE CONTINUATION ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS 6" MIN. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Details\687-002_NG_DETAILS_UTILITY.dwg LAYOUT NAME: D1 DATE: Jun 18, 2014 - 8:43am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� NOT TO SCALE 104 D1 WATER MAIN BEDDING REQUIREMENTS 105 STANDARD CONCRETE THRUST BLOCKS FIRE HYDRANT INSTALLATION D1 106 D1 BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE NOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 PIPE SIZE BENDS TEE OR DEAD END 22 1/2 45 90 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. TEE TYPICAL BEND TYPICAL CROSS-SECTION DEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS NOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 FIRE HYDRANT INSTALLATION 3 4/8/11 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner G LOT 14 FG=96.76 TF=97.43 G LOT 13 FG=97.09 TF=97.76 G LOT 12 FG=97.20 TF=97.87 B LOT 11 FG=96.78 TF=97.45 B LOT 10 FG=96.64 TF=97.31 B LOT 9 FG=96.55 B TF=97.22 LOT 8 FG=96.87 TF=97.54 B LOT 7 FG=97.32 TF=97.99 B LOT 6 FG=97.92 TF=98.59 B LOT 5 FG=99.02 TF=99.69 B LOT 4 FG=0.61 TF=1.28 B LOT 3 FG=2.27 TF=2.94 B LOT 2 FG=3.92 TF=4.59 B LOT 1 FG=5.54 TF=6.21 96.28 GB 96.68 GB 94.25 GB 2.18 91.85 91.85 92.31 OUTLOT H OUTLOT A NANCY GRAY AVENUE MILES HOUSE AVENUE MILES HOUSE AVENUE (51' ROW) BUCKING HORSE FILING TWO BUCKING HORSE FILING THREE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 20' PRIVATE DRIVE (94.53) (94.62) (94.53) LOT 13 4'x10' RIPRAP PAD 4'x10' RIPRAP PAD (4.81) (3.26) (3.05) SIGHT DISTANCE EASEMENT BLOCK 2 TRACT B 96.08 94.62 94.71 (94.98) TRACT A OUTLOT G PERENDALE LANE YEARLING DRIVE DRYSDALE LANE OUTLOT E OUTLOT D CUTTING HORSE DRIVE SONG BIRD LANE INTERIM SWALE (1' DEEP X 8' WIDE) (87.00) 0.5% (89.32) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Grad\687-002_NG_GRAD.dwg LAYOUT NAME: G2 DATE: Jun 18, 2014 - 8:42am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [687-002_NG_xSITE] [687-002_NG_xUTIL] [687-002_FT_xUTIL] [687-002_FT_xSITE] [687-002_BUCK_xSITE] [687-002_BUCK_xUTIL] [687-002_BUCK_xEXST] [687-002_NG_xTOPO] [687-002_NG_xGRAD] [687-002_NG_Proposed] [687-002_NG_KEYMAP] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� G2 GRADING PLAN A. Reese A. Reese 1"=40' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner MATCHLINE-SEE SHEET G1 MATCHLINE-SEE SHEET G1 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 DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.EXISTING DATA SHOWN IS A COMPOSITE OF FIELD SURVEY DATA AND DESIGN INFORMATION FROM FILING ONE AND FILING TWO. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPENCIES. NOTES: LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 KEYMAP DRAKE ROAD TIMBERLINE ROAD G2 G1 (13.10) (12.08) (11.14) (10.16) (10.84) (11.76) (12.68) (13.73) (17.98) (16.33) (14.39) (11.74) (8.49) (5.65) (3.65) BLOCK 18 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 7 OUTLOT G PERENDALE LANE YEARLING DRIVE BLOCK 1 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Grad\687-002_NG_GRAD.dwg LAYOUT NAME: G1 DATE: Jun 18, 2014 - 8:42am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [687-002_NG_xSITE] [687-002_NG_xUTIL] [687-002_FT_xUTIL] [687-002_FT_xSITE] [687-002_BUCK_xSITE] [687-002_BUCK_xUTIL] [687-002_BUCK_xEXST] [687-002_NG_xTOPO] [687-002_NG_xGRAD] [687-002_NG_Proposed] [687-002_NG_KEYMAP] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� G1 GRADING PLAN A. Reese A. Reese 1"=40' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G2 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 DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.EXISTING DATA SHOWN IS A COMPOSITE OF FIELD SURVEY DATA AND DESIGN INFORMATION FROM FILING ONE AND FILING TWO. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPENCIES. NOTES: LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 KEYMAP DRAKE ROAD TIMBERLINE ROAD G2 G1 FUTURE GRADE FUTURE GRADE FUTURE GRADE -1.40% PVI STA = 10+46.26 PVI ELEV = 4893.44 PVI STA = 11+61.00 PVI ELEV = 4891.83 -1.32% -0.60% -1.50% -0.54% PVI STA = 11+61.00 PVI ELEV = 4891.83 PVI STA = 14+18.48 PVI ELEV = 4890.03 PVI STA = 15+18.48 PVI ELEV = 4889.01 50.0' VC PVI STA = 14+72.48 PVI ELEV = 4889.70 BVCS: 14+47.48 BVCE: 4889.85 EVCS: 14+97.48 EVCE: 4889.33 A.D. = 0.90 K = 55.56 83.3' VC PVI STA = 12+14.13 PVI ELEV = 4891.13 BVCS: 11+72.46 BVCE: 4891.68 EVCS: 12+55.79 EVCE: 4890.91 A.D. = 0.78 K = 107.16 -2.25% -1.40% PVI STA = 10+00.00 PVI ELEV = 4894.74 PVI STA = 10+23.00 PVI ELEV = 4894.22 PVI STA = 11+61.00 PVI ELEV = 4892.29 -1.50% 2.25% -1.40% -0.60% PVI STA = 11+61.00 PVI ELEV = 4892.29 PVI STA = 15+02.92 PVI ELEV = 4889.25 PVI STA = 15+29.92 PVI ELEV = 4889.93 50.0' VC PVI STA = 14+48.92 PVI ELEV = 4890.16 BVCS: 14+23.92 BVCE: 4890.31 EVCS: 14+73.92 EVCE: 4889.79 A.D. = 0.90 K = 55.56 75.0' VC PVI STA = 12+11.00 PVI ELEV = 4891.59 BVCS: 11+73.50 BVCE: 4892.12 EVCS: 12+48.50 EVCE: 4891.37 A.D. = 0.80 K = 93.75 -1.50% -0.68% -0.60% -1.50% PVI STA = 11+61.00 PVI ELEV = 4891.83 PVI STA = 13+71.36 PVI ELEV = 4890.03 PVI STA = 14+75.36 PVI ELEV = 4888.95 50.0' VC PVI STA = 14+25.36 PVI ELEV = 4889.70 BVCS: 14+00.36 BVCE: 4889.85 EVCS: 14+50.36 EVCE: 4889.33 A.D. = 0.90 K = 55.56 66.7' VC PVI STA = 12+07.88 PVI ELEV = 4891.13 BVCS: 11+74.55 BVCE: 4891.63 EVCS: 12+41.21 EVCE: 4890.91 A.D. = 0.82 K = 81.28 -1.40% PVI STA = 10+46.26 PVI ELEV = 4893.44 PVI STA = 11+61.00 PVI ELEV = 4891.83 4893.39 4893.04 4892.69 4892.34 4891.99 4894.74 4894.20 4893.85 4893.50 4893.15 4892.80 4892.45 4893.39 4893.04 4892.69 4892.34 4891.99 LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION FUTURE 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT FUTURE 4.5' SIDEWALK FUTURE CUTTING HORSE DRIVE OUTLOT A OUTLOT A OUTLOT D 30' FUTURE CURB & GUTTER 51' FUTURE ROW 51' FUTURE ROW OUTLOT E FUTURE MILES HOUSE AVENUE 4.5' SIDEWALK 5' UTILITY EASEMENT 4.5' SIDEWALK MILES HOUSE AVENUE NANCY GRAY AVENUE OUTLOT A OUTLOT A 30' 51' ROW 30" VERTICAL CURB & GUTTER (TYP.) FUTURE CURB & GUTTER 51' FUTURE ROW 51' FUTURE ROW TYPE III BARRICADE END ASPHALT PAVING No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Strt\687-002_NG_MILES HOUSE AVE.dwg LAYOUT NAME: R1 DATE: Jun 18, 2014 - 8:42am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [687-002_NG_xSITE] [687-002_BUCK_xEXST] [687-002_BUCK_xSITE] [687-002_FT_xSITE] [687-002_NG_KEYMAP] [687-002_NG_xUTIL] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� R1 MILES HOUSE AVENUE ROADWAY PLAN & PROFILE A. Reese B. Ruch 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {6.EXISTING DATA SHOWN IS A COMPOSITE OF FIELD SURVEY DATA AND DESIGN INFORMATION FROM FILING ONE AND FILING TWO. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R1 LEFT FLOWLINE MLES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP DRAKE ROAD TIMBERLINE ROAD LINE MATCH STA 12+50 LINE MATCH STA 12+50 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner City Engineer SEE SHEET SS1 STORM DRAIN 3 SEE SHEET ST1 (FILING TWO) 147.50 LF 15" RCP @ 0.50% LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 TRACT B BLOCK 2 TRACT A EXISTING 9' UTILITY EASEMENT 5' UTILITY EASEMENT No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Strm\687-002_NG_STRM.dwg LAYOUT NAME: ST1 DATE: Jun 18, 2014 - 8:42am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [687-002_NG_KEYMAP] [687-002_BUCK_xEXST] [687-002_NG_xGRAD] [687-002_NG_xSITE] [687-002_NG_xTOPO] [687-002_NG_xUTIL] [687-002_FT_xUTIL] [687-002_FT_xSITE] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� ST1 PLAN & PROFILE STORM DRAIN 1 A. Reese B. Ruch 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 1 KEYMAP DRAKE ROAD TIMBERLINE ROAD NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 ST1 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). {5.EXISTING DATA SHOWN IS A COMPOSITE OF FIELD SURVEY DATA AND DESIGN INFORMATION FROM FILING ONE AND FILING TWO. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.} W EXISTING STORM SEWER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROJECT BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 134.54 LF 8" PVC @ 2.75% SSMH 10-7 STA 17+13.38 RIM 4902.1� INV. OUT 4893.56 (SE) 15" RCP STORM CROSSING STA.=13+62.77 INV.= 4890.12 S S S S S S S S S S S S S S S W S W S UD UD UD UD UD UD WWWW W WWWW W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C O CO CO CO CO CO CO CO CO S S S S S S S S SS SS SS SS SSMH 10-7 STA 17+13.38 N: 16821.23 E: 11925.77 SSMH 10-6 STA 15+78.84 N: 16768.86 E: 12049.70 SSMH 10-5 STA 14+44.31 N: 16755.03 E: 12183.52 SSMH 10-1 STA 10+00.00 N: 16864.19 E: 12562.21 CONNECT TO EXISTING 8" PVC STUB SSMH 10-4 STA 13+09.77 N: 16780.94 E: 12315.54 SSMH 10-3 STA 11+75.24 N: 16844.31 E: 12434.21 SSMH 10-2 STA 10+76.89 N: 16913.99 E: 12503.62 STUB 10-2 STA 10+78.07 N: 16923.71 E: 12492.19 76.89 LF 8" PVC @ 0.60% 15.00 LF 8" PVC @ 0.50% 98.35 LF 8" PVC @ 0.50% 134.54 LF 8" PVC @ 0.50% 134.54 LF 8" PVC @ 0.50% 134.54 LF 8" PVC @ 1.75% 134.54 LF 8" PVC @ 2.75% OUTLOT A NANCY GRAY AVENUE MILES HOUSE AVENUE EXISTING 9' UTILITY EASEMENT EXISTING 9' UTILITY EASEMENT EX. 9' UTILITY EASEMENT LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 2 LOT 1 5' UTILITY EASEMENT BLOCK 2 STORM DRAIN 3 SEE SHEET ST1 (FILING TWO) EXISTING 12" SANITARY SEWER EXISTING 12" SANITARY SEWER FIRE HYDRANT (FILING TWO) FIRE HYDRANT (FILING TWO) PROPOSED SANITARY SEWER SERVICE (TYP.) WATER SERVICE (TYP.) (FILING TWO) 8" WATERLINE (FILING TWO) 8" WATER MAIN TEMPORARY (FILING TWO) FIRE HYDRANT 8" PVC SEWER LINE (FILING TWO) STORM DRAIN 1 SEE SHEET ST1 TRACT B 5' UTIL ESMT 5' UTIL ESMT MILES HOUSE AVENUE TRACT A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Util\687-002_NG_SANITARY_A.dwg LAYOUT NAME: SS1 DATE: Jun 18, 2014 - 8:41am CAD OPERATOR: ben LIST OF XREFS: [687-002_NG_xSITE] [687-002_NG_xUTIL] [687-002_FT_xUTIL] [687-002_FT_xSITE] [687-002_BUCK_xSITE] [687-002_BUCK_xEXST] [NES-xborder] [687-002_NG_KEYMAP] [687-002_NG_xSAN_leg] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 SS1 PLAN & PROFILE SANITARY SEWER LINE A A. Reese C. Bowen 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 10.EXISTING DATA SHOWN IS A COMPOSITE OF FIELD SURVEY DATA AND DESIGN INFORMATION FROM FILING ONE AND FILING TWO. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.{ } W EXISTING STORM SEWER PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS EXISTING STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROJECT BOUNDARY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY KEYMAP DRAKE ROAD TIMBERLINE ROAD SS1 CO CO CO CO CO CO CO CO CO CO S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OUTLOT G OUTLOT H OUTLOT A NANCY GRAY AVENUE MILES HOUSE AVENUE SSMH 10-2 SSMH 10-1 76.89 LF 8" PVC @ 0.60% EXISTING 9' UTILITY EASEMENT EXISTING 9' UTILITY EASEMENT 9' UTILITY EASEMENT EX. 9' UTILITY EASEMENT LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 3 LOT 2 LOT 1 NANCY GRAY WETLAND 5' UTILITY EASEMENT LOT 13 BLOCK 2 EXISTING 12" SANITARY SEWER EXISTING 12" SANITARY SEWER FILING TWO FIRE HYDRANT FIRE HYDRANT (FILING TWO) PROPOSED SANITARY SEWER SERVICE (TYP.) FILING TWO WATER SERVICE (TYP.) 8" WATERLINE (FILING TWO) 8" WATER MAIN (FILING TWO) 8" GATE VALVE w/ 8"x6" REDUCER & TEMP. FH ASSEMBLY N: 16929.69 E: 12503.84 CONNECT TO FILING TWO 8" PVC WATERLINE N: 16862.43 E: 12582.96 TEMPORARY FIRE HYDRANT 8" PVC SEWER LINE (FILING TWO) 15.00 LF 8" PVC @ 0.50% STUB 10-2 INV. OUT=4884.95 (SE) SSMH 10-3 SSMH 10-4 SSMH 10-5 SSMH 10-6 SSMH 10-7 TRACT B BLOCK 2 PROPOSED STOP SIGN (R1-1) 9' UTILITY EASEMENT 5' UTILITY EASEMENT UTILITY EASEMENT MILES HOUSE AVENUE (51' ROW) TRACT A PERENDALE LANE YEARLING DRIVE DRYSDALE LANE OUTLOT E OUTLOT D CUTTING HORSE DRIVE SONG BIRD LANE SIGHT DISTANCE EASEMENT SANITARY LINE A SEE SHEET SS1 STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 3 SEE SHEET ST1 (FILING TWO) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Util\687-002_NG_UTIL.dwg LAYOUT NAME: U2 DATE: Jun 18, 2014 - 8:41am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [687-002_NG_xSITE] [687-002_NG_xUTIL] [687-002_FT_xUTIL] [687-002_FT_xSITE] [687-002_BUCK_xSITE] [687-002_BUCK_xUTIL] [687-002_BUCK_xEXST] [687-002_NG_xTOPO] [687-002_NG_Proposed] [687-002_NG_KEYMAP] [687-002_NG_xUTIL_leg] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� U2 UTILITY PLAN A. Reese A. Reese 1"=40' MATCHLINE-SEE SHEET U1 MATCHLINE-SEE SHEET U1 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR IF NEEDED. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.EXISTING DATA SHOWN IS A COMPOSITE OF FIELD SURVEY DATA AND DESIGN INFORMATION FROM FILING ONE AND FILING TWO. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPENCIES. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROJECT BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U2 U1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R CO S CO S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OUTLOT G GOOSEBERRY LANE YEARLING DRIVE BUCKING HORSE LANE NANCY GRAY AVENUE 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT H LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 7 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 5' UTILITY EASEMENT BLUE YONDER WAY EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT FIRE HYDRANT (FILING ONE) WATER SERVICE (TYP.) (FILING ONE) SANITARY SEWER SERVICE (TYP.) (FILING TWO) EXISTING 8" PVC WATERLINE EXISTING 8" PVC WATERLINE EXISTING 8" WATER MAIN 8" PVC WATERLINE (FILING ONE) EXISTING SANITARY SEWER SERVICE (TYP.) EXISTING WATER SERVICE (TYP.) OUTLOT A 8" PVC SANITARY SEWER (FILING TWO) 8" PVC WATER LINE (FILING TWO) EXISTING 8" SANITARY SEWER 8" PVC WATERLINE (FILING ONE) EXISTING 8" PVC SANITARY SEWER EXISTING WATER SERVICE (TYP.) EXISTING SANITARY SEWER SERVICE (TYP.) BLOCK 1 OUTLOT H PERENDALE LANE YEARLING DRIVE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Util\687-002_NG_UTIL.dwg LAYOUT NAME: U1 DATE: Jun 18, 2014 - 8:41am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [687-002_NG_xSITE] [687-002_NG_xUTIL] [687-002_FT_xUTIL] [687-002_FT_xSITE] [687-002_BUCK_xSITE] [687-002_BUCK_xUTIL] [687-002_BUCK_xEXST] [687-002_NG_xTOPO] [687-002_NG_Proposed] [687-002_NG_KEYMAP] [687-002_NG_xUTIL_leg] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� U1 UTILITY PLAN A. Reese C. Bowen 1"=40' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U2 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR IF NEEDED. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.EXISTING DATA SHOWN IS A COMPOSITE OF FIELD SURVEY DATA AND DESIGN INFORMATION FROM FILING ONE AND FILING TWO. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPENCIES. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROJECT BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U2 U1 S S S S S S S S S S S S S S S S S S S S S S S S S S S CO S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S W W W W W S W S S S S S S S S S S S W W W W W W W W W W UD UD UD UD UD UD UD WWWW W WWWW W W W W W W W W W W W S S S S EX. 9' UTIL. ESMT. EX. 9' UTIL. ESMT. S S S S W W W W W S W S S S S S S S S S S S W W W W W W W W W W UD UD UD UD UD UD UD WWWW W WWWW W W W W W W W W W W W S S S S S S S S S S S W W W W W W W W W S S W S S W W W W W S S S S W W S S S S S S W W W W S S S S W W W W W W W W W EXISTING 76' ROW EXISTING 50'%%P {}-{} BUCKING HORSE LANE NANCY GRAY AVENUE GREAT WESTERN RAILROAD SIDEHILL-FILING ONE CARGILL, INC. MILES HOUSE AVENUE PERENDALE LANE (51' ROW) DRYSDALE LANE (51' ROW) CUTTING HORSE DRIVE YEARLING DRIVE BUCKING HORSE FILING TWO BUCKING HORSE FILING THREE SONGBIRD LANE PROSPECT INDUSTRIAL PARK 100' RAILROAD R.O.W. NANCY GRAY AVENUE NANCY GRAY WETLAND YEARLING DRIVE (51' ROW) GOOSE BERRY LANE (51' ROW) EXISTING 76' ROW EXISTING 30'%%P {}-{} BLUE YONDER WAY (51' ROW) EXISTING 30'%%P {}-{} EXISTING 30'%%P {}-{} EXISTING 76' ROW EX. 9' UTIL. ESMT. EX. 9' UTIL. ESMT. EX. 9' UTIL. ESMT. EX. 9' UTIL. ESMT. EX. 9' UTIL. ESMT. PALOMINO DRIVE OUTLOT A (FILING 2) OUTLOT H (FILING 2) OUTLOT G (FILING 2) OUTLOT F (FILING 2) OUTLOT E (FILING 2) OUTLOT D (FILING 2) EX. 9' UTIL. ESMT. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\Exist\687-002_NG_ECON.dwg LAYOUT NAME: EX1 DATE: Jun 18, 2014 - 8:41am CAD OPERATOR: ben LIST OF XREFS: [687-002_BUCK_xEXST] [687-002_FT_xUTIL] [687-002_FT_xSITE] [NES-xborder] [687-002_FT_KEYMAP] [687-002_NG_xTOPO] [687-002_BUCK_xSITE] [687-002_BUCK_xUTIL] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� EX1 DEMOLITION PLAN EXISTING CONDITIONS & A. Reese C. Bowen 1"=60' NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner KEYMAP DRAKE ROAD TIMBERLINE ROAD EX1 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: 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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.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.} 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR IF NEEDED. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.INFORMATION SHOWN FOR BUCKING HORSE FILING ONE AND BUCKING HORSE FILING TWO IS BASED ON DESIGN INFORMATION THAT HAS NOT BEEN FIELD VERIFIED. CONTRACTOR TO CONFIRM ALL INFORMATION PRIOR TO CONSTRUCTION. ORIGINAL FIELD SURVEY BY: WASHBURN LAND SURVEYING, INC. WS PROJECT #2012-003-02 DATE: MARCH 2012 EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G {Earth Engineering Consultants Inc. Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C DATE: July 19, 2012} ADDITIONAL SURVEY BY: WASHBURN LAND SURVEYING, INC. WS PROJECT #2012-003 DATE: APRIL 2014 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 the City of Fort Collins 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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' 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 City of Fort Collins 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 the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins 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 Flood Plain 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. (The the City of Fort Collins, Larimer County, Colorado), 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 the City of Fort Collins 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 City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 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 City of Fort Collins 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 Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins 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: City of Fort Collins benchmark 4-07 Southwest corner of Timberline Road and Bear Mountain Drive, due north of the new police building on the southwest corner of a catch basin. Elevation=4939.66 (NGVD 1929 UNADJUSTED) City of Fort Collins benchmark 17-92 300 feet south of the southwest corner of East Drake Road and Timberline Road, in the top of Irrigation Structure. Elevation=4935.51 (NGVD 1929 UNADJUSTED) 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins 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 Larimer County Engineer and/or the City of Fort Collins 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 City of Fort Collins, 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 City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: a. Nancy Gray Avenue sight distance shall use 40 mph AASHTO design criteria instead of 40 mph LCUASS criteria. CONSTRUCTION NOTES A. Grading and Erosion 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 priorto 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 City/County. 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 immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at 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 City/County 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. 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. 16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Bucking Horse - Filing Three. B. Street Improvement 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 City of Fort Collins 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 City of Fort Collins Engineer in Fort Collins. 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 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 City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins 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 the City of Fort Collins 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 City of Fort Collins Traffic 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 City of Fort Collins Traffic 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 City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic 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 Drainage Summary Letter for Bucking Horse - Filing 3, dated June 11, 2014by 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. 4. Except as expressly permitted in a subsequent approved plan of development or other written agreement from the City, all active of passive use by livestock, pets, horses and the like within Tract D shall be prohibited. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Utility standards and specifications current to date of construction. 2. 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. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\687-002_NG_Cover.dwg LAYOUT NAME: CS2 DATE: Jun 18, 2014 - 8:40am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT 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: PROJECT LOCATION VICINITY MAP NORTH 1"=1500' GEOTECHNICAL ENGINEER DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR TRAFFIC ENGINEER BENCHMARK #1: City of Fort Collins Benchmark 4-07 Elevation= 4939.66 NGVD 1929 UNADJUSTED (4942.84 NAVD88) BENCHMARK #2: City of Fort Collins Benchmark 17-92 Elevation= 4935.51 NGVD 1929 UNADJUSTED (4938.70 NAVD88) Basis of Bearings The south line of the southwest one-quarter of Section 20, Township 7 North, Range 68 West of the 6th Principal Meridian, monumented on the west end by a 2.5" aluminum cap in range box marked "City of Fort Collins 2001 LS 17497" and on the east end by a 3.25" aluminum cap in a range box marked "JR Engineering 2005 PLS 37963", which, according to the Plat of Sidehill - Filing Two, bears S89�26'35"E a distance of 2641.77'. Original Field Survey by: Washburn Land Surveying, Inc. WS Project #2012-003-02 Date: March 2012 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, Inc Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C Date: July 19, 2012 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: FILING THREE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R russell mills studios + Wahburn Land Surveying, Inc. Chad Washburn, PLS 3621 Muskrat Creek Drive Fort Collins, Colorado 80528 (970) 232-9645 GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 224-6065 Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 TRAFFIC & TRANSPORTATION ENGINEERING Earth Engineering Company, Inc. Lester Litton, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 OUTLOT A, BUCKING HORSE FILING TWO, EXCEPT RIGHT OF WAY DEDICATED TO THE CITY OF FORT COLLINS, AT RECEPTION #20130084144. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SHEET INDEX COVER SHEET EXISTING CONDITIONS UTILITY SHEETS GENERAL & CONSTRUCTION NOTES CS1 CS2 EX1 EXISTING CONDITIONS & DEMOLITION PLAN U1-U2 UTILITY PLANS EROSION CONTROL EC1 EROSION CONTROL PLAN DETAIL SHEETS D1 UTILITY DETAILS D3-D4 ROADWAY DETAILS D5 GRADING DETAILS 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. CERTIFICATION STATEMENT: No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JUNE 18, 2014 PROJECT: 687-002 Sheet Of 18 Sheets DRAWING FILENAME: D:rojects\687-002\Dwg\Nancy Gray\687-002_NG_Cover.dwg LAYOUT NAME: CS1 DATE: Jun 18, 2014 - 8:40am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� JUNE 18, 2014 - F�� T�� ROADWAY SHEET ROADWAY PLAN & PROFILE MILES HOUSE AVENUE R1 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner D2 UTILITY & DRAINAGE DETAILS SS1 SANITARY SEWER LINE A PLAN & PROFILE Additional Survey by: Washburn Land Surveying, Inc. WS Project #2012-003 Date: April 2014 ST1 STORM DRAIN 1 PLAN & PROFILE EC2-EC3 EROSION CONTROL DETAILS GRADING SHEETS G1-G2 GRADING PLANS