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Home My WebLink AboutHILL POND RESIDENCES - FDP - FDP160017 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSHIELDS ST RAINTREE DR. CENTRE AVE. RESEARCH BLVD. COLLEGE AVE. (U.S. 287) PROSPECT RD. ROLLAND MOORE DR. W LAKE ST EAST DR S SHIELDS ST WORTHINGTON SHIRE CT W STUART ST BAY RD JOHNSON DR BAY DR HOBBIT S WHITCOMB ST SHEELY DR JUNIPER LN DRAKE RD. AVE ST HILL POND RD GILGALAD WAY CS1 COVER SHEET A. Reese B. Ruch N/A APRIL 2016 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: VICINITY MAP NORTH 1"=1500' PROJECT DATUM: NGVD 29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARK #1: City of Fort Collins Benchmark 01-93 Elevation = 5023.27 BENCHMARK #2: City of Fort Collins Benchmark 29-92 Elevation = 5022.50 NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\620-004_COVER.dwg LAYOUT NAME: CS2 DATE: Apr 05, 2016 - 3:45pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com W W W W TRACT "A" X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS X X X X X X X X X X X X X W W W W W W W W W W W W W W O W S S O W W D Y H X TRACT "G" OPEN SPACE "A" BLOCK 2, SUNDERING CONDOMINIUMS W W W W W W W W W W W W W W W W W W W X X X X SS SS SS SS SS SS W S W S W S W S W S W S W S W W S W S S S S W S W S S W W W S S W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S W W W W W X X X X X X X X X X X X X X SS SS SS SS SS SS X X X X X X X X X X X X X W W W W W W W W W W W W W W O W S S O W W D Y H W W W W W W W W 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 SS SS SS SS SS SS SS SS SS SS SS SS SS TRACT "A" X X X X X X X X X X X X X X X X X X X X X X X X X X X TRACT "G" OPEN SPACE "A" BLOCK 2, SUNDERING CONDOMINIUMS WINDERLAND COURT OWNER MACRUM RICHARD E JR 1904 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER LOCKOOD DEAANNA L 1908 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MELBY LYNDA L 1912 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COAN MARK A 1916 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COLE SUSAN D 1920 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 WINDTRAIL TOWNHOMES P.U.D., FIRST REPLAT THIRD REPLAT OF HILL POND ON SPRING CREEK, FIRST FILING WINDERLAND CONDOMINIUMS T PROPOSED W S W S W S W S W S W S W S W W S W S S S S W S W S S W W W S S W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S W W W W W X X X X X X X X X X X X X X SS SS SS SS SS SS X X X X X X X X X X X X X W W W W W W W W W W W W W W O W S S O W W D Y H W W W W W W W W 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 SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X SS SS SS SS SS SS SS W W W W W S S S W S S S S S S W W W W W W S W S W S W SD SD SD SD SD SD SD SD SD SD S W T SSMH A4 STA 12+72.50 N: 121869.03 E: 190241.67 SSMH A3 STA 12+14.36 N: 121883.34 E: 190298.03 SSMH A1 STA 10+00.00 N: 121936.09 E: 190505.79 58.15 LF 6" PVC @ 1.85% 114.26 LF 8" PVC @ 3.65% EXISTING 8" SANITARY SANITARY LINE A3 SEE SHEET SS2 W W SS SS SS SS SS SS S S S S S W W W W W W S S S S W S W S S S S W W SD SD SD SD SD SD SD SD SD SD SD SD S W T 73.50 LF 6" PVC @ 1.00% 8" PVC WATER N:121732.52 E:190493.33 N:121776.71 E:190523.65 LOT 18 LOT 6 LOT 16 LOT 17 LOT 1 LOT 5 LOT 3 LOT 15 TRACT A LOT 2 LOT 4 TRACT B TRACT "A" X X X X X X X X X X X X X X X X X X X X X X X X X X X TRACT "G" OPEN SPACE "A" BLOCK 2, SUNDERING CONDOMINIUMS WINDERLAND COURT OWNER MACRUM RICHARD E JR 1904 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER LOCKOOD DEAANNA L 1908 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MELBY LYNDA L 1912 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COAN MARK A 1916 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COLE SUSAN D 1920 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 SS SS SS SS WINDTRAIL TOWNHOMES P.U.D., FIRST REPLAT THIRD REPLAT OF HILL POND ON SPRING CREEK, FIRST FILING WINDERLAND CONDOMINIUMS TRACT "A" X X X X X X X X X X X X X X X X X X X X X X X X X X X TRACT "G" OPEN SPACE "A" BLOCK 2, SUNDERING CONDOMINIUMS WINDERLAND COURT OWNER MACRUM RICHARD E JR 1904 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER LOCKOOD DEAANNA L 1908 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MELBY LYNDA L 1912 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COAN MARK A 1916 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COLE SUSAN D 1920 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 WINDTRAIL TOWNHOMES P.U.D., FIRST REPLAT WINDERLAND CONDOMINIUMS HILL POND ROAD (60' PUBLIC RIGHT-OF-WAY) T SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD PROPOSED RAMP PROPOSED CONCRETE DRIVEWAY PROPOSED D1 UTILITY DETAILS A. Reese B. Ruch N/A NOT TO SCALE 102 D1 FIRE HYDRANT INSTALLATION 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. 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 D2 UTILITY DETAILS A. Reese B. Ruch N/A NOT TO SCALE 200 D2 CP TEST AND LOCATOR STATION BOX 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 NOT TO SCALE 201 D2 VALVE EXTENSION No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D2 DATE: Apr 05, 2016 - 3:48pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for SIDE VIEW D3 SITE DETAILS A. Reese B. Ruch 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 301 CURB AND GUTTER / SIDEWALK STANDARD DRIVEWAY APPROACH (TYPE I) D3 302 D3 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18" 18" 3 3/8" 1 3/8" 6" R 16" FL 14" 6" 17" 1 1/2" 5' (L) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) Slope to curb 1/4"/Ft. 1' min. (F.C.) 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL DATE: 03/01/02 CURB AND GUTTER/SIDEWALK URBAN AREA D4 SITE DETAILS A. Reese B. Ruch 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 403 D4 PEDESTRIAN RAMP DETAIL NOT TO SCALE 402 D4 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" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 NOT TO SCALE 401 D4 STANDARD SIDEWALK NOT TO SCALE 405 D4 TRUNCATED DOME WARNING FOR ACCESS RAMPS NOT TO SCALE 6' 24" 6" (TYP.) 24" A A 12' 12" 12' 6" \A1;6" FLOW FLOW D5 DRAINAGE DETAILS A. Reese B. Ruch N/A NOT TO SCALE 500 D5 STORM BEDDING REQUIREMENTS 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 CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X OWNER MACRUM RICHARD E JR 1904 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER LOCKOOD DEAANNA L 1908 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MELBY LYNDA L 1912 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COAN MARK A 1916 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COLE SUSAN D 1920 WINTERBERRY WAY FORT COLLINS, CO 80526 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 SS SS SS SS HILL POND ROAD (60' PUBLIC RIGHT-OF-WAY) (54' PUBLIC RIGHT-OF-WAY) GILGALAD WAY T SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD PROPOSED OUTLET BASIN PROPOSED OUTFALL PIPE PROPOSED CONCRETE COLLAR EXISTING X X X X X X X X X X X X X X X X X X X X X X X X X X X OWNER MACRUM RICHARD E JR 1904 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER LOCKOOD DEAANNA L 1908 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MELBY LYNDA L 1912 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COAN MARK A 1916 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COLE SUSAN D 1920 WINTERBERRY WAY FORT COLLINS, CO 80526 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 HILL POND ROAD (60' PUBLIC RIGHT-OF-WAY) (54' PUBLIC RIGHT-OF-WAY) GILGALAD WAY T SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD IP VTC RS RS RS RS RS RS PROPOSED SIDEWALK CHASE IP No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Drng\620-004_EROS.dwg LAYOUT NAME: EC2 DATE: Apr 05, 2016 - 3:49pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xGRAD] [620-004_xSITE] [620-004_xUTIL] [620-004_xTOPO] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 EC2 EROSION CONTROL DETAILS A. Reese A. Reese N/A VEHICLE CONTROL TRACKING PAD NOT TO SCALE COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO POST. D6461) 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 {\LPREASSEMBLED 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. {\LSILT 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. 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. \A1;4" MIN. \A1;4" MIN. {\C256;1 \H0.7x;\S1#2;\H1.429x;" x 1 \H0.7x;\S1#2;\H1.429x;" WOODEN FENCE POSTS} COMPACTED BACKFILL SILT FENCE WATTLE INSTALLATION NOT TO SCALE %%UWATTLES - 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' %%UWATTLES - 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 %%uCURB INLET WATTLE PROTECTION SETUP%%u 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. {\LPERVIOUS INSTALLATION} {\LIMPERVIOUS 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 %%UCONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB %%UCURBSIDE CHECKDAMS SETUP 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 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. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES \A1;12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE \A1;12" \A1;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 NOT TO SCALE WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED DROP INLET BLOCK INLET DROP RUNOFF FILTERED OVERFLOW %%USECTION A-A %%UPLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS %%UAND GRAVEL FILTER A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING %%UWATTLE FILTER DROP INLET INLET %%UPLAN VIEW \A1;ENTRENCH 3" CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' 1' 6'' MAX. A DEPTH OF 6'' X 6'' BURY GEOTEXTILE AT %%uDROP INLET SILT FENCE BOX FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. { 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 REACHES 1/2 OF THE DESIGN DEPTH. TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. 5. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) DROP INLET PROTECTION NOT TO SCALE 01 EC2 02 EC2 04 EC2 05 EC2 06 EC2 SF MANHOLE ROCK BERM SHALL 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 %%uSECTION A-A A A %%uPLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %%uSECTION B-B %%uPLAN 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 \A1;3' \A1;2' 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: }1. 2. 3. 4" MIN 5" MAX \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CURB INLET PROTECTION NOT TO SCALE 03 EC2 SF W VTC RS CWA IP IP 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 RS 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 \A1;12" \A1;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 0-15 MATCHES SPECIFICATIONS FOR \A1;NO. {\H1x;4 COARSE 3/8}" AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL 0-5 BE FRACTURED FACE, ALL SIDES ROCK SOCK NOT TO SCALE 07 EC2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CWA IP IP IP IP IP IP IP LOT 18 LOT 6 LOT 16 LOT 17 LOT 1 LOT 5 LOT 3 LOT 15 LOT 7 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 14 TRACT B TRACT A LOT 2 LOT 4 TRACT B TRACT B TRACT B TRACT B SF SF SF SF SF SF SF SF SF EC1 EROSION CONTROL PLAN A. Reese B. Ruch 1"=20' FIELD SURVEY BY: BENCHMARKS: SILT FENCE SF INLET PROTECTION IP WATTLE PROTECTION W ROCK SOCK RS VEHICLE TRACKING PAD VTC SF 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 2.18 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5. SEE "GRADING & EROSION CONTROL NOTES" ON SHEET CS2 OF THE UTILITY PLAN SET FOR HILL POND RESIDENCES PREPARED BY NORTHERN ENGINEERING DATED APRIL 6, 2016 FOR ADDITIONAL INFORMATION. 6. REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR HILL POND RESIDENCES" BY NORTHERN ENGINEERING, DATED APRIL 6, 2016 FOR ADDITIONAL INFORMATION. GENERAL NOTES: 1. 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. 2. 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. 3. 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. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. 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.) 8. 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. 9. 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. 10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11. 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. 12. 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. 13. 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. 14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. EROSION CONTROL NOTES: CWA CONCRETE WASHOUT AREA NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Drng\620-004_EROS.dwg LAYOUT NAME: EC1 DATE: Apr 05, 2016 - 3:49pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xGRAD] [620-004_xSITE] [620-004_xUTIL] [620-004_xTOPO] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 ORIGINAL FIELD SURVEY: INTERMILL LAND SURVEYING, INC. PROJECT NO. P-13-7461 DATE: OCTOBER 28, 2013 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: Hill Pond Residences CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Sewer Service Water Service Curb and Gutter LEGEND: 4953 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET PROPOSED SUBDRAIN SD 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 PROJECT DATUM: NGVD 29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 01-93 ELEVATION = 5023.27 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 29-92 ELEVATION = 5022.50 NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.17' ROLL-OVER CURB & GUTTER PROPOSED SUBDRAIN EXISTING STORM INLET A B C PROPOSED SIDEWALK CHASE B 1.46 ac C 0.54 ac A 0.18 ac LOT 18 LOT 6 LOT 16 LOT 17 LOT 1 LOT 5 LOT 3 LOT 15 LOT 7 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 14 TRACT B TRACT A LOT 2 LOT 4 TRACT B TRACT B TRACT B TRACT B C 0.60 ac LEGEND: 4953 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT A FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 BENCHMARK PROJECT DATUM: NGVD 29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARK #1: City of Fort Collins Benchmark 01-93 Elevation = 5023.27 BENCHMARK #2: City of Fort Collins Benchmark 29-92 Elevation = 5022.50 NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.17' NOTES: 1. REFER TO THE "FINAL DRAINAGE REPORT FOR HILL POND RESIDENCES" DATED APRIL 6, 2015 BY NORTHERN ENGINEERING, DATED APRIL 6, 2016 FOR ADDITIONAL INFORMATION. BASIN DESIGNATION BASIN AREA (AC) PROPOSED PERMEABLE PAVERS FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION PROPOSED SUBDRAIN SD NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Drng\620-004_DRNG.dwg LAYOUT NAME: DR1 DATE: Apr 05, 2016 - 3:49pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xTOPO] [620-004_xEXST] [620-004_xSITE] [620-004_xGRAD] [620-004_xUTIL] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 DR1 DRAINAGE EXHIBIT A. Reese B. Ruch 1"=20' 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 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 %%UNOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. \A1;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 \A1;1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL \A1;PIPE O.D. + 8 IN. \A1;1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL \A1;PIPE O.D. OR 6 IN. MIN. \A1;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 \A1;PIPE O.D. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. \A1;PIPE O.D. \OR A1;4 1/IN. 8 PIPE MIN. O.D. \A1;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 NOT TO SCALE 508 D5 PRIVATE UNDERDRAIN CLEANOUT 502 D5 DIMENSIONS FOR SLOTTED PVC PIPE {NOTE}: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 120%%D 90%%D 60%%D A \A1;C \\A1;B A1;D SCREEN SLOT TABLE A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN. NOT TO SCALE NOT TO SCALE 501 D5 SIDEWALK CHASE DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 8-10-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-10-00 CJA DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST T S A L P O L Y N D U C T I L E I R O N T S A L P O L Y N D U C T I L E I R O N DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8" 6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 NOT TO SCALE 506 D5 TYPICAL INSTALLATION OPTIONS 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" 12" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE VARIES (REFER TO STORM DRAIN PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D5 DATE: Apr 05, 2016 - 3:48pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 NOT TO SCALE 503 D5 CONCRETE COLLAR NOT TO SCALE WQ CONTROL BASIN 6" FLASHBOARDS VARIABLE INVERT HEIGHTS AVAILABLE (7' MAX STRUCTURE HT) DETAIL A DETAIL A EDPM O-RING SEAL DETAIL B ANODIZED ALUMINUM CHANNEL EDPM O-RING SEAL DETAIL B WATER FLOW STAINLESS STEEL LIFTING HOOKS PERMANENT 3" PLATE UP TO FLOW LINE NOTES: 1. REFER TO DETAIL 7001-110-298 FOR INSTALLATION GUIDELINES. 2. DIMENSIONS ARE FOR REFERENCE ONLY. 3. FLASHBOARDS SHALL BE PVC. 4. ALL RIVETS SHALL BE STAINLESS STEEL. 5. FLASHBOARD CHANNEL SHALL BE ANODIZED ALUMINUM. 6. FLASHBOARDS SHALL BE LUBRICATED UPON REMOVAL. WATER FLOW TOP VIEW AS NOTED VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE UP TO 15" DIAMETER 24" NYLOPLAST WATER CONTROL STRUCTURE DWG SIZE A SCALE NTS SHEET 1 OF 1 DWG NO. 7008-110-004 REV B 24 IN NYLOPLAST INLINE WATER CONTROL STRUCTURE TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 4-1-13 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY JJC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 4-1-13 JJC 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com ® ©2013 NYLOPLAST PROVIDE OUTLET ORIFICE CAP (5.75" DIAMETER OPENING SOLID GRATE W/ SQUARE CONCRETE COLLAR 505 D5 BACK OF CURB EXTEND WALK 6" ON BOTH SIDES OF WALK SIDEWALK (TYP.) 3' 6" VARIES VARIES 3'-3" 8'-6" PLAN 3'-3" 3"A A C B B C (TYP.) (TYP.) (TYP.) 3/8" BRASS SCREW 18"O.C. EDGE OF STREET 12" R SLOPE 12" R WITH COUNTERSUNK HEAD FLUSH WITH PLATE 5/8" GALV. SECTION A-A SECTION B-B VARIES 6" WITH COUNTERSUNK HEAD FLUSH 3/8" BRASS SCREW-18" O.C. ANCHOR 18" #3 REBAR 1" 6" 3"x2"x3/8" GALV. ANGLE 3'-0" 5/8" GALV. PLATE 2'-0" 1/4" WITH PLATE 3" 6" SLOPE PLATE TO 0.5%%% SLOPE (MIN.) VARIES DETAIL 1 2'-0" O.C. SEE DETAIL 1 2 1 2 1 VARIES, SEE 5/8" GALV. STEEL PLATE 3"x2"x3/8" GALV. ANGLE BACK OF EDGE OF STREET CURB SLOPE VARIES PLANS EXPANSION EXPANSION MATERIAL MATERIAL SECTION C-C DEPRESSED \A1;VARIES #4@12" O.C. #4@12" #4@12" GUTTER DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 1/28/09 D-10B METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK NOT TO SCALE ROOFDRAIN DOWNSPOUT DISCHARGE BASIN 8" NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 12" TO BE SOLID, WITHOUT PERFORATIONS 6" SOLID BOTTOM NO PERFORATIONS WITHIN 1" OF ADAPTORS BOTTOM 6" TO BE SOLID, WITHOUT PERFORATIONS (BOTTOM CAP TO BE FLUSH WITH SUBGRADE) {NOTE}: CONTRACTOR SHALL USE SQUARE COLLAR IN PERMEABLE PAVER AREAS. COLLAR SHALL BE ORIENTED WITH PAVERS SO AS TO REDUCE IRREGULAR CUTS OR PAVER SHAPES. 507 D5 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE VARIES (REFER TO STORM DRAIN PLAN) 404 D4 RESIDENTIAL LOCAL STREET ACCESS RAMPS 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D4 DATE: Apr 05, 2016 - 3:48pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 NOT TO SCALE 400 D4 STANDARD TEMPORARY DEAD END BARRICADES 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 STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 702 DRAWING 6" 3'-9" (F.C.) For Thickness 2' min. (L) 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 {NOTES: }1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE "PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED HILLPOND PROJECT NORTH OF HILLPOND ROAD AND GILGALAD WAY, FORT COLLINS COLORADO PROJECT NO. FC06692-115" DATED: SEPTEMBER 16, 2014, AND ANY SUBSEQUENT ADDENDA. 2.REFER TO PLANS BY OUTSIDE LA FOR ADDITIONAL HARDSCAPE INFORMATION. 3.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PAVER SECTION AND INSTALLATION. (NOTE: SECTION SHALL MEET THE SAME STRUCTURAL REQUIREMENTS AS 'HEAVY DUTY' ABOVE) 4.THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREAS SHALL RECEIVE SOME FORM OF EDGE RESTRAINT. FOLLOW MANUFACTURER'S RECOMMENDATIONS AND DETAILS ON THIS SHEET. 5.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. ASPHALT { PAVEMENT SECTION} HEAVY DUTY PAVING 7" HOT BITUMINOUS PAVEMENT (S OR SX) 8" APPROVED SUBGRADE PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) CONCRETE {PAVEMENT SECTION } 6" CONCRETE CONCRETE { PAVEMENT SECTION } 5" HOT BITUMINOUS PAVEMENT (S OR SX) {\LPERMEABLE PAVER SECTION } 2" BEDDING SUB-BASE DEPTH VARIES 27"-39" SUB-GRADE {}" JOINTS HAND TIGHT 4" BASE AQUA-BRIC (3{}" DEPTH) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D3 DATE: Apr 05, 2016 - 3:48pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 NOT TO SCALE 307 D3 PRIVATE OUTFALL VERTICAL CURB & GUTTER 1" 6" 4 1/6" 2" 1 1/2" 1'-6" 6" 12" PERMEABLE PAVER SECTION W/ UNDERDRAIN NOT TO SCALE 304 D3 \A1;3" 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 \A1;24" \A1;10" \A1;2" \A1;4" \A1;23"%%P AQUA-BRIC PAVER (3{}" DEPTH) CONCRETE/ ASPHALT CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC \A1;24"-36" \A1;SUBGRADE SUB-BASE COURSE (NO. 2) BASE COURSE (NO. 57) BEDDING COURSE (NO. 8) NOT TO SCALE 308 D3 PERMEABLE PAVER EDGE RESTRAINT {\L24" EDGE RESTRAINT} \A1;3" CLR 4000 PSI CONCRETE NOT TO SCALE 305 D3 PERMEABLE PAVER SECTION (ABUTTING PAVEMENT) 306 D3 PVC PIPE BOOT NOT TO SCALE 300 CURB AND GUTTER D3 NOT TO SCALE 303 D3 any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 STREET STREET 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 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 NOT TO SCALE 206 D2 SERVICE WYE COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 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 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. 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 204 D2 STANDARD MANHOLE NOT TO SCALE 202 D2 PVC WATER MAIN TRACER WIRE NOT TO SCALE 203 D2 BEDDING REQUIRMENTS CP TEST STATION U S A \A1;1 1/8" 7/16" 3 1/2" 7 5/16" 5/2" 8" A S U I E J W STATION LOCATOR LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW 9" 6 1/8" 10" \A1;7 9/16" 2 1/16" CLOSED PICKHOLE (TYPICAL OPPOSITE SIDE) 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 WHEN GREATER THEN 5 FT. INCLUDE EXTENSION VALVE EXTENSION DETAIL FOR VALVES 3. DO NOT PIN EXTENSION TO VALVE OPERATING NUT. 2. ONLY ONE EXTENSION WILL BE ALLOWED. OPERATING NUT TO WITHIN 2 FT. OF SURFACE. 5 FT. DEEP WILL HAVE AN EXTENSION TO BRING 1. ANY VALVE THAT HAS OPERATING NUT OVER NOTES: GREATER THAN 5 FT. DEEP VALVE BONNET EXTENTSION OPERATING NUT 2 FT. VALVE BOX DO NOT PIN VALVE BOX ALIGMENT COLLAR 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 VALVE EXTENSION DETAILS 29 4/11/11 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL STANDARD MANHOLE WW-3 NBJ 4/11/11 REMOVABLE EXPANSION PLUG HAND-COMPACTED GRANULAR BACKFILL 2 FT. MIN. DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL DROP MANHOLE WW-4 NBJ 4/11/11 205 D2 DROP MANHOLE NOT TO SCALE D2 TYPICAL CLEANOUT DETAIL C6.01 2. 1. 3. SANITARY SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO LOCATIONS IDENTIFIED ON PLANS. CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN COMPACTED GRANULAR ELBOW MAIN GRADE AS REQ'D VARIES FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) PVC SDR 35 PIPE OVER CLEANOUT ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS {\LSANITARY SEWER CLEANOUT REQUIREMENTS:} SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE VARIES COMPACTED GRANULAR 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 6" MIN. ELBOW SANITARY SEWER PIPE SANITARY SEWER PIPE 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 100 D1 WATER MAIN BEDDING REQUIREMENTS 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 %%UNOTE: * 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 NOT TO SCALE 105 D1 SPRINKLER SYSTEM DETAIL 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 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 107 D1 VALVE ASSEMBLY BOX 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 PIPE SIZE BENDS TEE OR DEAD END 22 1/2%%D 45%%D 90%%D 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. %%UTEE %%UTYPICAL BEND %%UTYPICAL CROSS-SECTION %%UDEAD 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 NOT TO SCALE 101 D1 STANDARD THRUST BLOCK NOT TO SCALE 106 D1 STANDARD INTERIOR WATER METER No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Details\620-004_DETAILS.dwg LAYOUT NAME: D1 DATE: Apr 05, 2016 - 3:48pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 103 D1 TYPICAL WATER SERVICE 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 NOT TO SCALE 104 D1 TRAFFIC-RATED CURB STOP INSTALLATION 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 %%UNOTES 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 DESIGNATED SPRINKLER SERVICE FLOW 5 FT. MIN. METER PIT AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" PIT METER 5 FT. MIN. FLOW SPRINKLER TAP OFF DOMESTIC SERVICE SERVICE MAIN VACUUM BREAKER VACUUM BREAKER (FROM OUTLET SIDE OF METER PIT TO SHUT-OFF VALVE TEE) IRRIGATION SHUT-OFF VALVE AIR-INJECTION PORT DOWNSTREAM OF VACUUM BREAKER SPRINKLER TEE) METER PIT TO (FROM OUTLET SIDE OF (STOP AND WASTE VALVE NOT PERMITTED) IRRIGATION SHUT-OFF VALVE (STOP AND WASTE VALVE NOT PERMITTED) DIA. WITH CAP OR PLUG) AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" DIA. WITH CAP OR PLUG) (3/4" OR LARGER RECOMMENDED) RECOMMENDED) (3/4" OR LARGER PORT DOWNSTREAM OF VACUUM BREAKER AIR-INJECTION 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 SPRINKLER SYSTEM DETAIL 13 4/11/11 4.5' SIDEWALK PROPOSED 4.5' SIDEWALK EXISTING VERTICAL CURB & GUTTER EXISTING ROLL-OVER CURB & GUTTER PROPOSED SUBDRAIN DISCHARGE BASIN (TYP.) AREA DRAIN (TYP.) PROPOSED SUBDRAIN AREA DRAIN (TYP.) AREA DRAIN (TYP.) DISCHARGE BASIN (TYP.) DISCHARGE BASIN (TYP.) 8" PVC DRAIN (TYP.) BASIN PERMEABLE PAVERS PERMEABLE PAVERS 8" PVC DRAIN (TYP.) 8" PVC DRAIN (TYP.) NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Grad\620-004_SUBGRAD.dwg LAYOUT NAME: G2 DATE: Apr 05, 2016 - 3:48pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xTOPO] [620-004_xSITE] [620-004_xUTIL] [620-004_C3D_Subgrade] [620-004_C3D_Proposed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 G2 SUBGRADE PLAN A. Reese B. Ruch 1"=20' 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 LEGEND: PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE SLOPES 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 CURB SPOTS SHOWN ARE FISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING DETENTION SYSTEM ITEMS IN THE PERMEABLE PAVER AREA: - COMPACTION OF SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - INSTALLATION OF EDGE RESTRAINT(S) - PLACEMENT AND COMPACTION OF BASE MATERIAL - PLACEMENT OF SETTING BED - PLACEMENT OF UNIT PAVERS - PLACEMENT AND SWEEPING OF JOINT FILLER 5. DETENTION STORAGE SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS, AND THE GEOTECHNICAL ENGINEER MUST CONFIRM COMPACTION, PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 6. EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 7. INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. 8. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE PERMEABLE PAVEMENT SYSTEM. 9. EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING. 10. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 11. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. 12. THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE. 13. BASE BID PAVERS SHALL BE FILTRAPAVE BY BORGERT PRODUCTS IN THE 'MINNESOTA RIVER' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45° HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING TO DELINEATE PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER'). 14. CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. 15. ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. 16. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO CONSTRUCTION TO FULLY UNDERSTAND THE EXISTING AND PLANNED FUTURE UTILITIES WITHIN THE FORMER SCOTT AVENUE CORRIDOR. PROVISIONS SHOULD BE MADE TO MINIMIZE FUTURE DISTURBANCE TO THE PERMEABLE PAVER SYSTEM. THIS MAY INCLUDE PLACING UTILITIES UNDER OR AROUND THE SUB-BASE SECTION, OR PROVIDING SUFFICIENT CONDUITS AS THE AGGREGATE COURSES ARE BEING INSTALLED. ALL PENETRATIONS THROUGH CONCRETE WALLS SHALL RECEIVE Z-LOK BOOT CONNECTOR (OR APPROVED EQUAL). NOTES: 2.0%%% EXISTING SPOT ELEVATION PROPOSED UNDERDRAIN PROPOSED PVC STORM PROPOSED EDGE RESTRAINT UD PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 (33.43) SUB 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 PERMEABLE PAVER DOWNSPOUT DISCHARGE EXTEND CDOT CLASS B GEOTEXTILE 24"-36" PERMEABLE PAVER OUTFALL TM EXTEND FABRIC AND GEOMEMBRANE 24"-36" NOTE: 1. CONTRACTOR TO PROVIDE GEOFABRIC CLOAKING AROUND OUTLET PIPE IN ADDITION TO GEOTEXTILE LINER. SUB-BASE COURSE BASE COURSE BEDDING COURSE FILTRAPAVE PAVER 24" CONCRETE EDGE RESTRAINT PVC OUTFALL PIPE CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC PIPE BOOT TM NOT TO SCALE TYPICAL PAVER SECTION AT UNDERDRAIN 6" SLOTTED UNDERDRAIN SUB-BASE COURSE BASE COURSE BEDDING COURSE FILTRAPAVE PAVER SUBGRADE GRANULAR BEDDING FINISHED GRADE ELEVATION SUBGRADE ELEVATION HILL POND ROAD (60' PUBLIC RIGHT-OF-WAY) (54' PUBLIC RIGHT-OF-WAY) GILGALAD WAY T (8.64) (8.37) FFE=14.13 FFE=14.13 FFE=14.74 FFE=14.74 FFE=14.36 FFE=14.36 FFE=14.48 FFE=14.48 FFE=14.84 FFE=14.84 FFE=15.20 FFE=15.20 FFE=15.17 FFE=15.07 FFE=14.85 FFE=14.65 13.00 14.50 14.85 15.17 14.67 14.67 15.07 14.40 14.19 14.19 14.19 14.22 13.98 14.65 14.15 13.92 13.97 14.74 14.12 14.16 13.71 13.76 13.91 13.72 13.69 14.02 14.94 14.29 14.31 14.32 14.28 13.92 13.99 14.06 14.11 9.30 11.25 13.30 14.13 14.47 14.52 14.81 14.81 13.56 13.56 13.90 13.90 13.13 11.73 13.01 14.05 14.13 11.13 11.13 13.81 14.13 14.13 13.63 13.63 14.74 14.74 14.74 14.74 14.24 14.24 14.04 14.36 14.36 14.03 14.03 14.03 14.36 13.70 13.70 14.48 14.16 14.48 14.15 14.15 14.15 14.48 14.48 13.82 13.82 14.84 14.51 14.51 14.51 14.84 14.18 14.18 14.84 15.20 15.20 14.88 14.54 14.54 14.87 14.87 14.87 (13.57) (8.95) (9.63) (9.84) (9.65) (9.61) (10.04) (9.31) 10.05 9.45 (11.47) (12.53) (13.02) (12.99) (13.30) 8.48 8.64 FFE=15.17 FFE=14.65 14.52 14.56 14.20 14.65 15.17 14.37 14.15 11.74 14.00 14.67 14.83 14.41 14.28 14.86 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 12.54 13.62 13.90 4.9% 5:1 3:1 8:1 10:1 4:1 0.7% 0.7% 0.7% 0.7% 0.7% 0.6% 6.9% 0.7% 0.7% 0.5% 0.5% 0.5% 1.5% 0.9% 1.5% 1.7% 1.9% 0.6% 1.2% 10:1 14.40 14.61 14.40 15.07 14.28 14.40 14.19 9.19 (8.45) (8.70) 14.85 14.32 14.27 8.87 8.66 14.65 14.45 14.29 14.58 14.74 13.67 13.13 14.13 14.65 14.19 14.91 15.17 9.42 9.33 9.99 9.41 9.25 10.04 12.22 11.96 9.01 8.86 9.47 (8.66) (8.47) (7.78) (7.79) (7.77) (8.00) (9.2%) (13.2%) (5.6:1) 14.21 14.85 13.22 13.54 13.58 13.17 12.94 14.42 5.0% 5.8% 9.06 13.99 13.99 14.38 14.49 10.96 10.95 10.90 10.55 9.81 9.17 11.43 11.35 10.92 10.17 10.47 6:1 13.37 14.02 13.63 14.33 14.60 14.19 14.65 13.98 LOT 18 LOT 6 LOT 16 LOT 17 LOT 1 LOT 5 LOT 3 LOT 15 LOT 7 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 14 TRACT B TRACT A LOT 2 LOT 4 TRACT B TRACT B TRACT B TRACT B 14.13 13.63 13.63 14.24 14.24 14.67 14.67 14.45 14.23 14.15 14.15 14.87 14.87 14.51 14.51 14.15 14.15 14.19 14.03 11.74 11.74 11.13 13.83 (8.38) (9.12) (9.07) (10.10) (9.70) 13.42 13.70 13.74 PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER EXISTING TREE TO REMAIN (TYP.) PROPOSED RAMP PROPOSED CONCRETE DRIVEWAY PROPOSED 4.5' SIDEWALK PROPOSED 4.5' SIDEWALK RETAINING WALLS (RE: LANDSCAPE PLANS) EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING VERTICAL CURB & GUTTER EXISTING ROLL-OVER CURB & GUTTER EXISTING TREE TO REMAIN. CONTRACTOR TO EXERCISE CAUTION WHILE WORKING AROUND TREE AND SHALL KEEP DISTURBANCE OF ROOTS TO MINIMUM. 1-6" STEP 13.94 13.94 13.94 13.56 13.46 13.58 13.68 13.74 14.02 14.08 14.38 14.32 14.44 14.70 13.94 13.52 13.52 9.99 30" RETAINING WALL (RE: LANDSCAPE PLANS) 14.55 17.19 14.69 19.78 16.78 19.82 16.82 18.79 15.79 17.46 14.46 16.96 13.96 13.18 12.93 12.91 14.16 15.59 13.59 16.27 14.27 16.52 14.60 16.51 14.51 16.48 14.49 14.61 14.40 13.88 13.04 12.65 12.41 11.96 (11.06) 13.93 14.31 14.43 14.48 14.33 13.98 13.98 13.98 13.65 13.10 14.06 13.87 EXPOSED FOUNDATION 14.00 14.50 14.85 14.57 14.73 14.52 14.11 14.61 15.00 14.61 14.18 15.00 14.32 14.48 1.0% 3.6% 1.2% 1.5% 5.7% 12.58 14.93 14.78 14.54 14.58 14.77 15.06 14.32 14.42 14.18 14.10 14.17 14.70 14.41 13.91 13.31 14.60 13.78 14.24 14.22 14.22 14.48 14.58 14.58 14.84 15.04 14.94 14.94 15.20 14.36 14.10 14.10 14.36 13.88 14.04 14.36 14.53 14.46 14.62 14.74 14.37 14.25 14.02 14.00 13.93 13.86 13.78 13.66 14.09 14.04 14.39 14.24 13.95 13.17 10.66 13.17 10.66 13.50 11.04 13.50 12.54 10.16 13.68 13.27 14.23 14.50 14.04 13.85 13.87 13.77 13.66 13.59 14.13 EXPOSED FOUNDATION RETAINING WALL (RE: LANDSCAPE PLANS) RETAINING WALL (RE: LANDSCAPE PLANS) EXPOSED FOUNDATION 13.16 13.32 RETAINING WALL (RE: LANDSCAPE PLANS) 13.92 13.73 13.71 13.79 13.90 13.98 14.05 14.26 14.37 14.60 14.86 14.65 15.07 14.91 15.17 15.01 14.85 15.17 14.71 15.20 14.87 14.71 15.20 14.87 14.40 14.92 15.20 14.48 14.48 14.71 14.74 14.68 2.9% 1.5% 1.1% 1.0% 2.0% 1.8% 1.5% LEGEND: 5013 PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. PROPOSED CURB LIP SHALL MATCH EXISTING ASPHALT ON SPRINGFIELD DRIVE TO ENSURE EXISTING STREET CROSS-SLOPES AND FLOWLINE GRADES MATCH EXISTING CONDITION. NOTES: 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED UNDERDRAIN PROPOSED PVC STORM ELECTRIC TRANSFORMER PROPOSED OUTFALL VERTICAL CURB AND GUTTER PROPOSED SWALE SD NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Grad\620-004_GRAD.dwg LAYOUT NAME: G1 DATE: Apr 05, 2016 - 3:47pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xTOPO] [620-004_xSITE] [620-004_xGRAD] [620-004_xUTIL] [620-004_C3D_Proposed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 G1 GRADING PLAN A. Reese B. Ruch 1"=20' 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 SSMH A2-1 STA 10+00.00 N: 121819.69 E: 190417.36 SSMH A2-1.1 STA 10+73.50 N: 121801.61 E: 190346.12 SANITARY LINE A2 SEE SHEET SS1 SANITARY LINE A SEE SHEET SS1 SANITARY LINE A3 SEE THIS SHEET EXISTING 8" SANITARY 8" PVC WATER 8" PVC WATER 6" SLOTTED PVC SUBDRAIN S S S S W W W W S S S S W W W W S S W W SD SD SD SD SD SD SD SD SD SSMH A3-1 STA 10+91.05 N: 121795.09 E: 190320.43 91.05 LF 8" PVC @ 0.50% SSMH A3 STA 10+00.00 N: 121883.34 E: 190298.03 6" SLOTTED PVC SUBDRAIN 8" PVC WATER LOT 1 LOT 3 LOT 11 LOT 10 LOT 9 LOT 8 TRACT A LOT 2 TRACT B SANITARY LINE A2-1 SEE THIS SHEET 8" PVC WATER 8" PVC WATER SANITARY LINE A SEE SHEET SS1 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 11+00 10+00 9+75 SSMH A2-1.1 STA 10+73.50 RIM 5013.9± INV. OUT 5005.32 (E) 73.50 LF 6" PVC @ 1.00% SSMH A2-1 STA 10+00.00 RIM 5013.6± INV. IN 5004.58 (S) INV. IN 5004.58 (W) INV. OUT 5004.42 (N) EXISTING GROUND PROPOSED GROUND STA.=10+14.97 INV.= 5009.51 6" SUBDRAIN 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+75 10+00 11+00 11+25 EXISTING GROUND PROPOSED GROUND 6" SUBDRAIN STA.=10+12.05 INV.= 5010.33 SSMH A3-1 STA 10+91.05 RIM 5014.0± INV. OUT 5005.32 (N) 91.05 LF 8" PVC @ 0.50% SSMH A3 STA 10+00.00 RIM 5014.4± INV. IN 5005.03 (W) INV. IN 5004.86 (S) INV. OUT 5004.66 (E) 8" WATER STA.=10+07.00 TOP=5009.88 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Util\620-004_SAN.dwg LAYOUT NAME: SS2 DATE: Apr 05, 2016 - 3:47pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xUTIL] [620-004_xSITE] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 SS2 PLAN AND PROFILE SANITARY SEWER A2-1 & A3 A. Reese B. Ruch 1"=30' 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 NORTH PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' NORTH PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' 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 SANITARY SEWER LINE A3 PROPOSED RIGHT OF WAY EXISTING WATER MAIN PROPOSED SUBDRAIN 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 & SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. ALL MULTI-FAMILY WATER SERVICES TO BE 11 2". ALL MULTI-FAMILY SEWER SERVICES TO BE 4". SEWER SIZE TO BE CONFIRMED WITH PLUMBING ENGINEER PRIOR TO CONSTRUCTION. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9. IF CLEAN-OUT IS LOCATED IN PAVED AREA, CLEAN-OUT SHALL BE TRAFFIC RATED. W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELECTRIC/TELEPHONE/GAS EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE & CURB STOP PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD EASEMENT LINE PROPERTY BOUNDARY SD PROPOSED LOTLINE APPROXIMATE GAS METER LOCATION GM ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER SANITARY SEWER LINE A2-1 PROPOSED STREET LIGHT 6" SLOTTED PVC SUBDRAIN 8" PVC WATER N:122032.26 E:190478.43 N:121952.27 E:190163.38 LOT 16 LOT 15 LOT 7 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 14 TRACT A TRACT B TRACT B TRACT B SSMH A2 STA 11+14.26 N: 121907.90 E: 190395.06 100.10 LF 8" PVC @ 0.70% SANITARY LINE A2 SEE THIS SHEET 8" PVC WATER 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 13+00 12+00 11+00 10+00 9+75 EXISTING GROUND PROPOSED GROUND SSMH A3 STA 12+14.36 RIM 5014.4± INV. IN 5005.03 (W) INV. IN 5004.86 (S) INV. OUT 5004.66 (E) SSMH A1 STA 10+00.00 RIM 5009.0± INV. IN 4999.39 (S) INV. IN 4999.59 (W) 114.26 LF 8" PVC @ 3.65% SSMH A2 STA 11+14.26 RIM 5013.9± INV. IN 5003.96 (W) INV. IN 5003.96 (S) INV. OUT 5003.76 (E) 100.10 LF 8" PVC @ 0.70% 58.15 LF 6" PVC @ 1.85% SSMH A4 STA 12+72.50 RIM 5014.7± INV. OUT 5006.10 (E) 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+75 10+00 11+00 11+50 SSMH A2-2 STA 11+30.02 RIM 5013.4± INV. OUT 5004.78 (N) SSMH A2 STA 10+00.00 RIM 5013.9± INV. IN 5003.96 (W) INV. IN 5003.96 (S) INV. OUT 5003.76 (E) 90.98 LF 8" PVC @ 0.50% SSMH A2-1 STA 10+90.98 RIM 5013.6± INV. IN 5004.58 (S) INV. IN 5004.58 (W) INV. OUT 5004.42 (N) 39.04 LF 6" PVC @ 0.50% STA.=10+11.98 INV.= 5009.98 6" SUBDRAIN 8" WATER STA.=10+06.89 TOP=5009.45 EXISTING GROUND PROPOSED GROUND O S W W W W W SS SS SS SS SS S S S W W W W W S W S S S W S S W W SD SD SD SD SD SD SD SD S W GILGALAD WAY SSMH A2-2 STA 11+30.02 N: 121781.85 E: 190426.97 39.04 LF 6" PVC @ 0.50% 8" PVC WATER N:121657.20 E:190403.09 N:121657.45 E:190421.88 N:121732.52 E:190493.33 N:121716.22 E:190479.40 LOT 18 LOT 16 LOT 17 LOT 1 LOT 13 LOT 15 LOT 12 LOT 11 LOT 10 TRACT A TRACT B LOT 2 SSMH A2 STA 10+00.00 N: 121907.90 E: 190395.06 SSMH A2-1 STA 10+90.98 N: 121819.69 E: 190417.36 90.98 LF 8" PVC @ 0.50% SANITARY LINE A SEE THIS SHEET SANITARY LINE A2-1 SEE SHEET SS2 8" PVC WATER EXISTING 8" SANITARY 6" SLOTTED PVC SUBDRAIN No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Util\620-004_SAN.dwg LAYOUT NAME: SS1 DATE: Apr 05, 2016 - 3:47pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xUTIL] [620-004_xSITE] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 SS1 PLAN AND PROFILE SANITARY SEWER A & A2 A. Reese B. Ruch 1"=30' 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 NORTH SANITARY SEWER LINE A PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' NORTH PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' 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 SANITARY SEWER LINE A2 PROPOSED RIGHT OF WAY EXISTING WATER MAIN PROPOSED SUBDRAIN 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 & SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. ALL MULTI-FAMILY WATER SERVICES TO BE 11 2". ALL MULTI-FAMILY SEWER SERVICES TO BE 4". SEWER SIZE TO BE CONFIRMED WITH PLUMBING ENGINEER PRIOR TO CONSTRUCTION. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9. IF CLEAN-OUT IS LOCATED IN PAVED AREA, CLEAN-OUT SHALL BE TRAFFIC RATED. W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELECTRIC/TELEPHONE/GAS EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE & CURB STOP PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD EASEMENT LINE PROPERTY BOUNDARY SD PROPOSED LOTLINE APPROXIMATE GAS METER LOCATION GM ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED STREET LIGHT OWNER MACRUM RICHARD E JR 1904 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER LOCKOOD DEAANNA L 1908 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MELBY LYNDA L 1912 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COAN MARK A 1916 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COLE SUSAN D 1920 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 W W W W W W W W W W W W SS SS SS SS HILL POND ROAD (60' PUBLIC RIGHT-OF-WAY) S S S S S S S (54' PUBLIC RIGHT-OF-WAY) GILGALAD WAY T 18.85 LF 8" PVC S64°59'46"W 62.04 LF 8" PVC S34°45'19"E 46.45 LF 8" PVC S55°32'45"E 22.50° BEND w/ TB N:121726.65 E:190453.09 11.25° BEND w/ TB N:121934.67 E:190528.68 WET TAP 8" x 6" TEE w/ TB & 1 - 8" GV (W) N:121942.64 E:190545.77 CUT IN 8" x 8" TEE w/ TB & 2 - 8" GV (NW, NE) N:121700.37 E:190491.39 FH ASSEMBLY w/ 8"x6" REDUCER & 6" GV (E) N:121855.85 E:190218.19 EXISTING 8" SANITARY SEWER 8" PVC SANITARY SEWER 6" PVC SANITARY SEWER 8" PVC SANITARY SEWER 245.20 LF 8" PVC S75°45'17"W 8"x8" TEE w/ TB & 2-8" GV (S,E) N:121874.34 E:190291.03 75.15 LF 8" PVC S75°45'17"W 5' ACCESS EASEMENT 75.46 LF 8" PVC @ 0.50% EXISTING 8" SANITARY SEWER 28.75 LF 8" PVC S14°14'43"E 22.50° BEND w/ TB N:121777.62 E:190417.72 SANITARY LINE A SEE SHEET SS1 SANITARY LINE A3 SEE SHEET SS2 EXISTING 8" PVC SANITARY EXISTING 8" PVC SANITARY EXISTING 8" PVC SANITARY WATER SERVICE (TYP.) PROPOSED SUBDRAIN EXISTING 1" WATER SERVICE TO BE REUSED EXISTING 1 1 2 " WATER SERVICE TO BE REUSED FOR IRRIGATION EXISTING ELECTRICAL VAULT EXISTING TREE (TYP.) EXISTING TREES (TYP.) EXISTING 6" PVC WATER PROPOSED 20' UTILITY EASEMENT EXISTING 20' SANITARY SEWER EASEMENT CONCRETE COLLAR (SEE DETAILS) 91.93 LF 8" PVC S14°14'43"E 94.76 LF 8" PVC N75°45'17"E 45.00° BEND w/ TB N:121785.24 E:190313.65 45.00° BEND w/ TB N:121783.70 E:190316.23 45.00° BEND w/ TB N:121807.02 E:190408.07 45.00° BEND w/ TB N:121805.49 E:190410.65 N:122032.26 E:190478.43 N:121952.27 E:190163.38 N:121714.12 E:190215.45 N:121657.20 E:190403.09 N:121657.45 E:190421.88 N:121732.52 E:190493.33 N:121716.22 E:190479.40 N:121776.71 E:190523.65 164.15 LF 6" PVC @ 0.50% 105.85 LF 6" PVC @ 0.50% 125.26 LF 6" PVC @ 0.50% PROPOSED 2' SIDEWALK CHASE LOT 18 LOT 6 LOT 16 LOT 17 LOT 1 LOT 5 LOT 3 LOT 15 LOT 7 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 14 TRACT B TRACT A LOT 2 LOT 4 TRACT B TRACT B TRACT B TRACT B SSMH A4 SSMH A3 SSMH A3-1 SSMH A1 EXMH BASIN A1 (18'' SUMP) INV. IN=5009.27 (N) INV. OUT=5009.27 (SE) FG=5013.32 PIPE END A INV. IN=5008.90 (NW) BASIN A2-1 INV. OUT=5010.72 (E) FG=5014.80 BASIN A3 INV. OUT=5010.43 (W) FG=5013.57 BASIN A2 INV. IN=5009.90 (E) INV. IN=5009.90 (W) INV. OUT=5009.90 (S) FG=5013.98 6" PVC SANITARY SEWER 6" PVC SANITARY SEWER SSMH A2-2 8" PVC SANITARY SEWER SSMH A2 SSMH A2-1.1 SSMH A2-1 8" PVC SANITARY SEWER SANITARY LINE A2-1 SEE SHEET SS2 SANITARY LINE A2 SEE SHEET SS1 EXISTING 40' ROW GILGALAD WAY WILDERLAND COURT BASIN RD7 (SEE NOTE #12) INV. IN=5010.51 (N) FG=5014.49 BASIN RD9 (SEE NOTE #12) INV. IN=5010.15 (N) FG=5014.13 BASIN RD5 (SEE NOTE #12) INV. IN=5010.03 (W) FG=5014.13 BASIN RD3 (SEE NOTE #12) INV. IN=5009.92 (SW) FG=5014.12 BASIN RD1 (SEE NOTE #12) INV. IN=5009.80 (S) FG=5014.01 BASIN RD11 (SEE NOTE #12) INV. IN=5010.21 (N) FG=5013.89 BASIN RD8 (SEE NOTE #11) INV. OUT=5010.82 (S) FG=5013.58 BASIN RD13 (SEE NOTE #12) INV. IN=5009.62 (E) FG=5013.62 BASIN RD6 (SEE NOTE #11) INV. OUT=5010.83 (E) FG=5013.54 BASIN RD10 (SEE NOTE #11) INV. OUT=5010.46 (S) FG=5013.17 BASIN RD12 (SEE NOTE #11) INV. OUT=5010.52 (S) FG=5012.94 BASIN RD4 (SEE NOTE #11) INV. OUT=5010.51 (NE) FG=5013.22 BASIN RD14 (SEE NOTE #11) INV. OUT=5010.36 (W) FG=5013.13 BASIN RD2 (SEE NOTE #11) INV. OUT=5010.42 (N) FG=5013.10 62.50 LF 8" PVC @ 0.50% 62.50 LF 8" PVC @ 0.50% 62.50 LF 8" PVC @ 0.50% 26.50 LF 8" PVC @ 3.00% 23.58 LF 8" PVC @ 2.50% 31.11 LF 8" PVC @ 2.00% 37.06 LF 8" PVC @ 2.00% No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Util\620-004_UTIL.dwg LAYOUT NAME: U1 DATE: Apr 05, 2016 - 3:46pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xUTIL] [620-004_xSITE] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 U1 UTILITY PLAN A. Reese B. Ruch 1"=20' 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 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 & SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. ALL MULTI-FAMILY WATER SERVICES TO BE 11 2". ALL MULTI-FAMILY SEWER SERVICES TO BE 4". SEWER SIZE TO BE CONFIRMED WITH PLUMBING ENGINEER PRIOR TO CONSTRUCTION. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 10. IF CURB STOP OR CLEAN-OUT IS LOCATED IN PAVED AREA, CURB STOP OR CLEAN-OUT SHALL BE TRAFFIC RATED. 11. ALL DRAIN BASINS LOCATED IN LANDSCAPED AREAS SHALL BE 12" Ø BASIN w/ 12" DOMED GRATE. 12. ALL DRAIN BASINS LOCATED IN PAVER AREAS SHALL BE 12" Ø BASIN w/ 12" STANDARD GRATE (H-20 RATED). NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 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 PROPOSED RIGHT OF WAY EXISTING WATER MAIN PROPOSED SUBDRAIN LEGEND: W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELECTRIC/TELEPHONE/GAS EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE & CURB STOP PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D EASEMENT LINE PROPERTY BOUNDARY SD PROPOSED LOTLINE APPROXIMATE GAS METER LOCATION W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED STREET LIGHT 12" PAVER EDGE RESTRAINT PROPOSED 18"VERTICAL CURB & GUTTER 5' SIDEWALK PROPOSED 18" VERTICAL CURB & GUTTER 4.5' SIDEWALK 4.5' SIDEWALK PARKING STRIPE (TYP.) 5' SIDEWALK PROPOSED RAMP PROPOSED 12" PAVER EDGE RESTRAINT PROPOSED 12" PAVER EDGE RESTRAINT PROPOSED 12" PAVER EDGE RESTRAINT LANDSCAPE WALL LANDSCAPE WALL LANDSCAPE WALL LANDSCAPE WALL LANDSCAPE WALL PROPOSED 18"VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED CONCRETE DRIVEWAY 4 SPACES @ 9' EACH 3 SPACES @ 9' EACH EXISTING VERTICAL CURB & GUTTER PROPOSED CONCRETE COLLAR & CHASE RETAINING WALL RETAINING WALL EXISTING ROLL-OVER CURB & GUTTER 24' DRIVE PROPOSED 2' END CONCRETE SIDEWALK CONCRETE CHASE ADJACENT GRADE TO BE FLUSH WITH WALK. ±117.6' ℄-℄ PROPOSED BIKE RACK 24' 24' 24' 24' HANDICAP PARKING 20' CURB TRANSITION (0" - 6") 10' CURB TRANSITION (6" - 0") LANDSCAPE WALL 24' "H.C. PARKING" SIGN RELOCATED "STOP" SIGN LANDSCAPE WALL 19' 19' 19' LANDSCAPE WALL FUTURE SIDEWALK (CONSTRUCTED BY OTHERS) FUTURE SIDEWALK (CONSTRUCTED BY (54' OTHERS) PUBLIC RIGHT-OF-WAY) GILGALAD WAY (60' PUBLIC RIGHT-OF-WAY) HILL POND ROAD END CONCRETE SIDEWALK ADJACENT GRADE TO BE FLUSH WITH WALK. MONUMENT SIGN SITE INFO SIGN LOT 18 LOT 6 LOT 16 LOT 17 LOT 1 LOT 5 LOT 3 LOT 15 LOT 7 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 14 TRACT B TRACT A LOT 2 LOT 4 TRACT B TRACT B TRACT B TRACT B PROPOSED 2' CONCRETE BAFFLE EXISTING 40' ROW No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Site\620-004_PAVE.dwg LAYOUT NAME: PV1 DATE: Apr 05, 2016 - 3:46pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xEXST] [620-004_xSITE] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 PV1 & PAVING PLAN PRIVATE STRIPING A. Reese B. Ruch 1"=20' 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 LEGEND: EASEMENTS NOTES: 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER RECOMMENDATIONS. 4. EXTRA CARE SHOULD BE TAKEN TO PREVENT THE STORAGE OF SOILS OR OTHER MATERIALS DIRECTLY ON THE PAVER SURFACE. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 7. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. PERMEABLE PAVERS PROPOSED VERTICAL CURB & GUTTER PRIVATE CONCRETE PAVING EXISTING RIGHT-OF-WAY NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 ASPHALT PATCH PROPERTY BOUNDARY 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 PUBLIC CONCRETE PAVING PROPOSED LOT LINE OWNER MACRUM RICHARD E JR 1904 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER LOCKOOD DEAANNA L 1908 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MELBY LYNDA L 1912 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COAN MARK A 1916 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COLE SUSAN D 1920 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 W W W W W W W W W W W W SS SS SS SS HILL POND ROAD (60' PUBLIC RIGHT-OF-WAY) S S S S S S S (54' PUBLIC RIGHT-OF-WAY) GILGALAD WAY T LOT 18 LOT 6 LOT 16 LOT 17 LOT 1 LOT 5 LOT 3 LOT 15 LOT 7 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 14 TRACT B TRACT A LOT 2 LOT 4 TRACT B TRACT B TRACT B TRACT B PHASE 4 PHASE 3 PHASE 2 PHASE 1 PROPOSED 8" PVC SANITARY PROPOSED 6" PVC SANITARY PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER PROPOSED STORM DRAIN PROPOSED 6" PVC SUBDRAIN PROPOSED 6" PVC SUBDRAIN CONNECT TO EXISTING WATER CONNECT TO EXISTING SANITARY PROPOSED 8" PVC ROOF DRAIN (TYP.) PROPOSED 8" PVC ROOF DRAIN (TYP.) PROPOSED 8" PVC ROOF DRAIN (TYP.) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\620-004_PHAS.dwg LAYOUT NAME: PH1 DATE: Apr 05, 2016 - 3:46pm CAD OPERATOR: ben LIST OF XREFS: [620-004_xUTIL] [620-004_xEXST] [620-004_xSITE] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 PH1 PHASING PLAN A. Reese B. Ruch 1"=20' 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 NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 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 UTILITY PHASING PHASE REQUIRED UTILITY INFRASTRUCTURE 1 SANITARY SEWERS A, A2, & A2-1 STORM DRAIN A 2 NO SANITARY SEWER REQUIRED NO STORM DRAIN REQUIRED 3 NO SANITARY SEWER REQUIRED NO STORM DRAIN REQUIRED 4 NO SANITARY SEWER REQUIRED NO STORM DRAIN REQUIRED 1. PHASE LINES SHOWN DELINEATE THE LOTS AND/OR AREAS THAT ARE INCLUDED WITHIN A PHASE. DEPENDING ON CONSTRUCTION SEQUENCING, INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. 2. DEPENDING ON CONSTRUCTION SEQUENCING, PREVIOUSLY CONSTRUCTED ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE IN ACCORDANCE WITH CITY STANDARDS. 3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY. AND MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL ORDER OF CONSTRUCTION. NOTES: LEGEND: PROPOSED SEWER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER PROJECT BOUNDARY PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED CURB & GUTTER w/ DETACHED WALK & PEDESTRIAN RAMP PHASE LINE PROPOSED SUBDRAIN SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS WINDERLAND COURT OWNER MACRUM RICHARD E JR 1904 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER LOCKOOD DEAANNA L 1908 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MELBY LYNDA L 1912 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COAN MARK A 1916 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER COLE SUSAN D 1920 WINTERBERRY WAY FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 OWNER MCCOY JOHN H/SHERRY P 1900 S. SHIELDS STREET FORT COLLINS, CO 80526 W W W W W W W W W W W W SS SS SS SS WINDTRAIL TOWNHOMES P.U.D., FIRST REPLAT THIRD REPLAT OF HILL POND ON SPRING CREEK, FIRST FILING WINDERLAND CONDOMINIUMS HILL POND ROAD (60' PUBLIC RIGHT-OF-WAY) S S S S S S S (54' PUBLIC RIGHT-OF-WAY) GILGALAD WAY EXISTING SHED TO BE REMOVED EXISTING GARAGE TO BE REMOVED EXISTING HOUSE TO BE REMOVED EXISTING IN-GROUND SWIMMING POOL TO BE REMOVED ± 4' EXISTING ASPHALT WALK TO BE REMOVED EXISTING 40' ROW EXISTING 4.5' WALK EXISTING 5' WALK EXISTING "SPEED LIMIT" SIGN EXISTING LIGHT POLE EXISTING FENCE EXISTING LIGHT POLE TO BE REMOVED EXISTING SHED TO BE REMOVED EXISTING GRAVEL DRIVE TO BE REMOVED EXISTING FLAGSTONE PATIO TO BE REMOVED EXISTING CONCRETE WATER VAULT TO BE REMOVED EXISTING WATER MANHOLE EXISTING "STOP" SIGN TO BE RELOCATED EXISTING CURB STOP EXISTING FIRE HYDRANT EXISTING TIMBER RETAINING WALLS TO BE REMOVED EXISTING BACKFLOW PREVENTER EXISTING ELECTRIC METER EXISTING 1" WATER METER PIT EXISTING 11 2" WATER METER PIT EXISTING ASPHALT DRIVE EXISTING ASPHALT DRIVE EXISTING ASPHALT TENNIS COURT TO BE REMOVED EXISTING ASPHALT TENNIS COURT TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING BASKETBALL HOOP TO BE REMOVED EXISTING HOT TUB TO BE REMOVED EXISTING BRICK WALK TO BE REMOVED EXISTING WATER SPIGOT TO BE REMOVED EXISTING WATER SPIGOT TO BE REMOVED EXISTING WOOD MULCH BIN TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING EDGE OF DIRT ROAD EXISTING ELEC. OUTLETS TO BE REMOVED EXISTING ELEC. OUTLETS EXISTING WALL TO BE REMOVED EXISTING LIGHT POLE APPROX. EXISTING 8" WATER APPROX. EXISTING 8" WATER EXISTING 8" SANITARY EXISTING 8" SANITARY APPROX. EXISTING 6" WATER PLUG APPROX. EXISTING 6" WATER EXISTING ROLL0OVER CURB & GUTTER TO BE REMOVED APPROX. AREA OF ASPHALT PATCH EXISTING BUSH TO BE REMOVED EXISTING TREE TO BE REMOVED (TYP.) EXISTING CONC WALK TO BE REMOVED EXISTING 8" SANITARY EXISTING TREE TO BE REMOVED (TYP.) EXISTING ELECTRIC VAULT EXISTING TREES EXISTING TREES EXISTING 8" SANITARY EXISTING TREES EXISTING 1" WATER SERVICE EXISTING TREES EXISTING TREES EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREES TO BE REMOVED EXISTING TREES EXISTING 1" WATER SERVICE SECTION TO BE RELOCATED APPROX. EXISTING 6" WATER EXISTING VERTICAL CURB & GUTTER EXISTING ROLL-OVER CURB & GUTTER EXISTING TREE EXISTING PEDESTAL TO BE RELOCATED No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\Exist\620-004_ECON.dwg LAYOUT NAME: EX1 DATE: Apr 05, 2016 - 3:46pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [620-004_xTOPO] [620-004_xEXST] [620-004_xSITE] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 EX1 DEMOLITION PLAN EXISTING CONDITIONS & A. Reese B. Ruch 1"=20' 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 NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 LEGEND: EXISTING STORM SEWER ST EXISTING VALVE EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: ORIGINAL FIELD SURVEY: INTERMILL LAND SURVEYING, INC. PROJECT NO. P-13-7461 DATE: OCTOBER 28, 2013 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 H Y EXISTING TREES (TO BE REMOVED) EXISTING PAVEMENT TO BE REMOVED TREE PROTECTION NOTES: 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. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION. 8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRED REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION. TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 S O W 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 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 S PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED HILLPOND PROJECT NORTH OF HILLPOND ROAD AND GILGALAD WAY FORT COLLINS COLORADO PROJECT NO. FC06692-115 DATE: SEPTEMBER 16, 2014 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 4/6/16 CS2 CONSTRUCTION NOTES GENERAL & A. Reese B. Ruch 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 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 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 "Final Drainage Report for Hill Pond Residences" dated April 6, 2015 by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the 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 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 th e 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 City of Fort Collins. 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: PROJECT DATUM: NAVD 29 (OLD CITY OF FORT COLLINS DATUM) City of Fort Collins Benchmark 01-93 South Shields St. at the entrance to Rolland Moore Park ,on the East end of a planter on top of the curb. ELEV. = 5023.27 City of Fort Collins Benchmark 29-92 Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the West Bridge Parapet Wall. ELEV. = 5022.50 NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.17' Basis of Bearings Westerly line of Tract "H", Third Replat of Hill Pond on Spring Creek, First Filing as bearing North 12° 20' 00" West (assumed bearing). 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. N/A 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 prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the 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 Hill Pond Residences. 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 "Final Drainage Report for Hill Pond Residences" dated April 6, 2015 by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins 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. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.17' Basis of Bearing Westerly line of Tract "H", Third Replat of Hill Pond on Spring Creek, First Filing as bearing North 12° 20' 00" West (assumed bearing). Intermill Land Surveying, Inc. Project No. P-13-7461 Date: October 28, 2013 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: 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 A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., LARIMER COUNTY, A PART OF WHICH IS A REPLAT OF A PORTION OF TRACT "H", THIRD REPLAT OF HILL POND ON SPRING CREEK, FIRST FILING, CITY OF FORT COLLINS, STATE OF COLORADO OWNER/APPLICANT CONTACT INFORMATION PROJECT TEAM: SITE ENGINEER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SURVEYOR Intermill Land Surveying, Inc. Robert George Persichitte PLS 1301 Cleveland Avenue Loveland, Colorado 80537 (970) 669-0516 ARCHITECT CONTACT INFORMATION PROJECT TEAM: John Dengler & Associates, P.C Jonathan Day 5336 Highcastle Court Fort Collins, CO 80525 (970) 223-1512 Catamount Properties Ltd. Chuck Bailey 7302 Rozena Street Longmont, Colorado 80503 (303) 884-1021 COVER SHEET SHEET INDEX CS1 CS2 GENERAL & CONSTRUCTION NOTES PV1 PRIVATE STRIPING & PAVING PLAN G1 GRADING PLAN E N G I N E E R I N G N O R T H E RN UTILITY PLANS FOR 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 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 LANDSCAPE ARCHITECT Outside LA, LLC Sandi Gibson 2623 Burgess Creek Road Steamboat Springs, Colorado 80487 (970) 871-9629 GEOTECH CLT | Thompson, Inc. David M. Nasuatka, PE 351 Linden Street, Suite 140 Fort Collins, Colorado 80524 (970) 206-9455 U1 UTILITY PLAN DR1 DRAINAGE EXHIBIT D1-D2 UTILITY DETAILS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: April 6, 2016 PROJECT: 620-004 Sheet Of 18 Sheets HILL POND RESIDENCES DRAWING FILENAME: D:rojects\620-004\Dwg\620-004_COVER.dwg LAYOUT NAME: CS1 DATE: Apr 05, 2016 - 3:45pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 4/6/16 PROJECT LOCATION HILL POND RESIDENCES SS2 SANITARY SEWER A2-1 & A3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN D3-D4 SITE DETAILS D5 DRAINAGE DETAILS EC1 EROSION CONTROL PLAN EC2 EROSION CONTROL DETAILS SS1 SANITARY SEWER A & A2 PLAN & PROFILE PLAN & PROFILE G2 SUBGRADE PLAN PH1 PHASING PLAN