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Home My WebLink AboutTIMBER LARK SINGLE-FAMILY DEVELOPMENT - FDP220008 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)- 82 - SN2 TYPICAL SECTIONS SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 ALLEY (PRIVATE)10' TRAVEL LANE20' EOC-TBC 31" DRIVE-OVER CURB & GUTTER10' TRAVEL LANE57' MIN. ROW9' UTIL. ESMT. 9' UTIL. ESMT. RESIDENTIAL LOCAL7' PARKING30' -16' TRAVEL5' WALK5' WALK8.5' PKWY MIN. 8.5' PKWY MIN.7' PARKING1' x 1' CONCRETE EDGE 8' UTIL. ESMT. VARIES 8' UTIL. ESMT. VARIES 6.5' MIN FENCE SETBACK FROM FACE OF WALK 63' ROW9' UTIL. ESMT. 9' UTIL. ESMT. LOCAL CONNECTOR8' PARKING8' PARKING10' TRAVEL LANE8.5' PKWY MIN. 36' -10' TRAVEL LANE5' WALK5' WALK30" VERTICAL CURB & GUTTER30" VERTICAL CURB & GUTTER 8.5' PKWY MIN. STREET C RED WILLOW DRIVE STREET I 30" VERTICAL CURB & GUTTER SEE NOTE30" VERTICAL CURB & GUTTER SEE NOTE ALLEY (PRIVATE)10' TRAVEL LANE20' EOC-TBC 31" DRIVE-OVER CURB & GUTTER10' TRAVEL LANE1' x 1' CONCRETE EDGE 8' UTIL. ESMT. VARIES 8' UTIL. ESMT. VARIES NOTE: IF DRIVEOVER CURB & GUTTER IS USED AN ADDITIONAL 1-FT OF RIGHT-OF-WAY IS ADDED AND PARKWAY INCREASED TO 9.5-FT ALLEY K ALLEY M ALLEY N ALLEY P ALLEY O ALLEY L 30' TRACT 20' TRACT 9' UTIL. ESMT.5' WALK9.5' PKWY MIN. 6.5' MIN FENCE SETBACK FROM FACE OF WALK DRIVEOVER CURB & GUTTER 13.5 FL-ROW 14.5 FL-ROW 4-LANE ARTERIAL (INTERIM)6' WALK (MIN.)115' ROW 6' WALK (MIN.)83' - 4-LANE ARTERIAL (ULTIMATE)11' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE11' TRAVEL LANE6' BIKE LANE6' WALK (MIN.)6' BIKE LANE3' BUFFER3' BUFFER115' ROW 6' WALK (MIN.)83' - 19' CENTER MEDIAN14.5' ASPHALTSHOULDERPROPOSED12' RIGHT TURN LANEEXISTING14' STRIPED MEDIANEXISTING13.5' TRAVEL LANEEXISTING8' BIKE LANEEXISTING13' TRAVEL LANEPROPOSED8' BIKE LANES TIMBERLINE ROAD S TIMBERLINE ROAD CS3 TYPICAL STREET SECTIONS3 TYPICAL SECTIONS SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 ALLEY (PRIVATE)10' TRAVEL LANE20' EOC-TBC 31" DRIVE-OVER CURB & GUTTER10' TRAVEL LANE57' MIN. ROW9' UTIL. ESMT. 9' UTIL. ESMT. RESIDENTIAL LOCAL7' PARKING30' -16' TRAVEL5' WALK5' WALK8.5' PKWY MIN. 8.5' PKWY MIN.7' PARKING1' x 1' CONCRETE EDGE 8' UTIL. ESMT. VARIES 8' UTIL. ESMT. VARIES 6.5' MIN FENCE SETBACK FROM FACE OF WALK 63' ROW9' UTIL. ESMT. 9' UTIL. ESMT. LOCAL CONNECTOR8' PARKING8' PARKING10' TRAVEL LANE8.5' PKWY MIN. 36' -10' TRAVEL LANE5' WALK5' WALK30" VERTICAL CURB & GUTTER30" VERTICAL CURB & GUTTER 8.5' PKWY MIN. ·STREET C ·RED WILLOW DRIVE ·STREET I 30" VERTICAL CURB & GUTTER SEE NOTE30" VERTICAL CURB & GUTTER SEE NOTE ALLEY (PRIVATE)10' TRAVEL LANE20' EOC-TBC 31" DRIVE-OVER CURB & GUTTER10' TRAVEL LANE1' x 1' CONCRETE EDGE 8' UTIL. ESMT. VARIES 8' UTIL. ESMT. VARIES NOTE: IF DRIVEOVER CURB & GUTTER IS USED AN ADDITIONAL 1-FT OF RIGHT-OF-WAY IS ADDED AND PARKWAY INCREASED TO 9.5-FT ·ALLEY K ·ALLEY M ·ALLEY N ·ALLEY P ·ALLEY O ·ALLEY L 30' TRACT 20' TRACT 9' UTIL. ESMT.5' WALK9.5' PKWY MIN. 6.5' MIN FENCE SETBACK FROM FACE OF WALK DRIVEOVER CURB & GUTTER 13.5 FL-ROW 14.5 FL-ROW 4-LANE ARTERIAL (INTERIM)6' WALK (MIN.)115' ROW 6' WALK (MIN.)83' - 4-LANE ARTERIAL (ULTIMATE)11' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE11' TRAVEL LANE6' BIKE LANE6' WALK (MIN.)6' BIKE LANE3' BUFFER3' BUFFER115' ROW 6' WALK (MIN.)83' - 19' CENTER MEDIAN14.5' ASPHALTSHOULDERPROPOSED12' RIGHT TURN LANEEXISTING14' STRIPED MEDIANEXISTING13.5' TRAVEL LANEEXISTING8' BIKE LANEEXISTING13' TRAVEL LANEPROPOSED8' BIKE LANE·S TIMBERLINE ROAD ·S TIMBERLINE ROAD STREET ROW LEFT C&G RIGHT C&G STREET A 58' ROW DRIVE OVER VERTICAL STREET B <21+81.71 58' ROW VERTICAL DRIVE OVER STREET B >21+81.71 57' ROW VERTICAL VERTICAL GOLDEN WILLOW DRIVE <15+62.51 59' ROW DRIVE OVER DRIVE OVER GOLDEN WILLOW DRIVE >15+62.51 59' ROW VERTICAL DRIVE OVER STREET E 59' ROW DRIVE OVER DRIVE OVER WEEPING WILLOW DRIVE 59' ROW DRIVE OVER DRIVE OVER STREET G 58' ROW VERTICAL DRIVE OVER CORONA AVENUE 59' ROW DRIVE OVER DRIVE OVER CS3 TYPICAL STREET SECTIONS3 IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR59' ROW 58' ROW 59' ROW 59' ROW59' ROW 59' ROW 58' ROW WEEPINGWILLOW DRIVEGOLDENWILLOW DRIVEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 6' CONCRETE PAN (TYPICAL)8' SIDEWALK8' SIDEWALK8' SIDEWALK 58' ROW PROPOSED CONCRETE CHANNEL TO TIE INTO EXISTING IRRIGATION STRUCTURE PROPOSED CONCRETE CHANNEL (6" CURB) PROPOSED CURB CUT AND SIDEWALK CHASE 15' DRAINAGE EASEMENT STREET BGOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET B STREET A INLET A8 (ON-GRADE) STMH A7 INLET A6-1N (SUMP) STMH A6 INLET A6-1S (SUMP)24" IRRIGATION24" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT INLET A6-3S + HP + HP TRACT Q OPEN SPACE TRACT E DAE BLOCK 9 BLOCK 10 BLOCK 7 BLOCK 6 BLOCK 5 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9LOT 168 OWNER: JACQUELYN & LANE HANSON 1630 E TRILBY RD OWNER: MATTHEW ALLDREDGE 1702 E TRILBY RD43.584 5 . 3 1 4 9 . 5 745.595 0 . 6 646.1951.0745.034 8 . 0 5 44.754 6 . 5 0 4 4 . 9 444.4744.1944.3343.744 6 . 2 3 4 3 . 0 0 48.124 2 . 5 4 47.864 2 . 2 8 4 7 . 9 5 4 2 . 3 7 4 4 . 2 9 42.4138.9342.664 1 . 3 1 41.654 1 . 1 1 4 1 . 9 8 4 1 . 4 7 40.754 0 . 8 4 39.2738.9038.773 9 . 0 7 37.9139.644 0 . 0 140.385 1 . 2 2 5 0 . 9 9 5 0 . 5 0 47.9646.274 6 . 7 5 4 7 . 1 9 4 7 . 1 844.684 5 . 8 4 4 6 . 0 843.614 3 . 0 0 4 5 . 4 8 4 4 . 8 8 40.9541.5341.8942.404 0 . 3 8 4 0 . 3 5 4 0 . 8 541.684 2 . 5 343.394 4 . 2 444.8745.1345.4245.954 7 . 0 0 4 9 . 4 848.944 8 . 8 049.1149.854 7 . 4 5 46.9846.9446.944 7 . 3 4 46.0345.0144.2446.5044.4345.964 7 . 1 0 4 3 . 3 9 45.6343.254 2 . 5 3 44.814 2 . 1 9 43.9941.0943.194 0 . 8 4 40.0239.7940.223 9 . 2 0 3 8 . 8 2 3 9 . 2 9 39.2039.223 6 . 3 0 3 9 . 2 5 3 8 . 7 6 3 8 . 5 639.393 9 . 2 8 39.053 8 . 8 5 4 0 . 7 4 4 0 . 3 4 4 0 . 2 4 4 0 . 7 541.2541.764 2 . 2 8 42.2243.3042.894 4 . 3 3 4 3 . 5 545.5345.7444.544 4 . 2 4 4 3 . 1 5 42.494 1 . 8 2 41.364 6 . 8 6 46.594 5 . 6 6 44.9646.8646.0344.134 3 . 8 4 A FG=45.04 TF=45.71 LOT 5 A FG=44.46 TF=45.13 LOT 6 A FG=44.98 TF=45.65 LOT 4 A FG=45.07 TF=45.74 LOT 3 A FG=45.43 TF=46.10 LOT 2 A FG=45.48 TF=46.15 LOT 1 B FG=46.24 TF=46.91 LOT 6 B FG=47.80 TF=48.47 LOT 5 B FG=49.15 TF=49.82 LOT 4 B FG=50.67 TF=51.34 LOT 3 B FG=51.76 TF=52.43 LOT 2 B FG=51.76 TF=52.43 LOT 1 4 5 . 3 0FL 4 4 . 8 3 F L 4 4 . 2 9 F L 0.5%0.5% A FG=53.19 TF=53.86 LOT 1 5 2 . 6 9 49.794 8 . 2 5 4 8 . 7 1 47.764 8 . 6 0 4 8 . 0 6 4 9 . 0 4 4 9 . 5 2 48.624 8 . 9 9 47.1350.17 51.26 48.65 47.30 45.74 4 4 . 9 344.9844.5744.484 4 . 5 4 43.964 3 . 9 343.8444.104 4 . 5 6 44.20 4 3 . 0 4FL4 4 . 1 7 F L45.36F L 0.5%0.5%0.5% A FG=44.53 TF=45.20 LOT 7 A FG=45.47 TF=46.14 LOT 6 A FG=46.07 TF=46.74 LOT 5 A FG=47.07 TF=47.74 LOT 4 T FG=47.87 TF=48.54 LOT 3 B FG=50.39 TF=51.06 LOT 2 A FG=47.38 TF=48.05 LOT 13 A FG=46.72 TF=47.39 LOT 12 A FG=45.90 TF=46.57 LOT 11 A FG=45.09 TF=45.76 LOT 10 A FG=44.28 TF=44.95 LOT 9 A FG=42.97 TF=43.64 LOT 8 47.67 4 7 . 1 7 46.0845.8646.88 4 6 . 5 4 46.57 4 6 . 3 3 4 5 . 2 3 4 5 . 0 1 44.154 5 . 2 3 45.57 4 4 . 3 8 4 4 . 6 3 4 3 . 3 0 44.97 43.78 4 4 . 0 3 42.47A FG=51.22 TF=51.89 LOT 14 A FG=49.21 TF=49.88 LOT 15 A FG=49.10 TF=49.77 LOT 16 A FG=49.54 TF=50.21 LOT 17 A FG=50.02 TF=50.69 LOT 18 A FG=49.49 TF=50.16 LOT 19 46.254 6 . 0 7 B FG=44.00 TF=44.67 LOT 1 B FG=42.97 TF=43.64 LOT 2 B FG=42.53 TF=43.20 LOT 3 B FG=42.08 TF=42.75 LOT 4 B FG=41.64 TF=42.31 LOT 5 B FG=41.20 TF=41.87 LOT 6 B FG=40.76 TF=41.43 LOT 7 B FG=40.32 TF=40.99 LOT 842.564 1 . 6 7 41.5541.184 0 . 8 2 40.464 0 . 1 0 39.7439.553 8 . 4 538.6739.043 9 . 4 039.764 0 . 1 240.4842.78A FG=46.65 TF=47.32 LOT 5 A FG=48.39 TF=49.06 LOT 6 A FG=45.83 TF=46.50 LOT 4 A FG=45.01 TF=45.68 LOT 3 A FG=44.20 TF=44.87 LOT 2 A FG=43.16 TF=43.83 LOT 1 A FG=42.07 TF=42.74 LOT 12 A FG=43.24 TF=43.91 LOT 11 A FG=44.32 TF=44.99 LOT 10 A FG=45.41 TF=46.08 LOT 9 A FG=46.53 TF=47.20 LOT 8 A FG=48.41 TF=49.08 LOT 7 42.88 45.904 5 . 7 1 4 4 . 9 3 44.8243.734 4 . 0 8 4 3 . 2 2 42.6441.574 2 . 3 8 43.44 44.29 43.97 45.0645.16 46.16 46.21 B FG=42.24 TF=42.91 LOT 1 B FG=42.75 TF=43.42 LOT 2 B FG=43.78 TF=44.45 LOT 3 B FG=44.80 TF=45.47 LOT 4 B FG=45.85 TF=46.52 LOT 5 B FG=46.40 TF=47.07 LOT 6 45.3544. 3 0 43. 2 8 42. 4 5 41. 4 4 4 0 . 0 5 39.56A FG=48.20 TF=48.87 LOT 1 A FG=47.19 TF=47.86 LOT 2 4 7 . 7 0 46. 6 9 46.5446.8645.71 B FG=40.55 TF=41.22 LOT 1 B FG=40.55 TF=41.22 LOT 2 4 1 . 1 9 40.5339.8641.864 2 . 5 2 39.363 5 . 6 8 3 5 . 7 6 38.93H P40.15HP39.7538.4936.94 1.4%1.6%1.2%1.5%2.2% INLET A6-4S INLET A6-2S TRACT P DE TRACT W DE PROPOSED CONCRETE CHANNEL (6" CURB)XXXX4 7 . 8 648.4148. 5 4 4 8 . 6 3 T O W 48.53 48.63TOW48.63 2.0%33' RETAINING WALL47.65 48. 5 9 4 8 . 6 3 T O W 25.5% 25.0% N:98187.25 E:202712.07 N:98220.25 E:202711.91XXXXXXXX44.75 43.8443.94FL45.26TOW44. 5 1 45.25 45.76TOW44. 3 8 45 . 2 6 T O W 24.4% 45.76 45.84 45 . 7 6 T O W 23.8% 24.8% 22.7% 2.0% 2.0% 4 3 . 6 6 F L 78' RETAINING WALL44.33 44.33 45. 6 8 44.00 N:98319.58 E:202711.44 N:98397.61 E:202711.06XXXXXXX4 5 . 3 160' RETAINING WALL45.47 45.68TOW45. 6 8 45.19 45. 3 9 4 5 . 6 8 T O W 2.0% 45.05 45. 5 4 4 5 . 6 8 T O W 0.5%25.8% 25.6% 25.2% 4 5 . 3 7 45.23N:98576.68 E:202710.21 N:98637.09 E:202709.92 45.90 45.78 47 . 0 4 T O W 46.04 47.04TOW45. 8 6 1.2%31' RETAINING WALL47.04 45. 8 2 4 7 . 0 4 T O W 23.7% 18.7% 4 5 . 6 645.82N:98665.61 E:202709.78 N:98696.88 E:202709.63 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR1 GR2 GR3 SEE SHEET LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES 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. before you dig.Call R 1 2 3 4 1 2 3 4 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE PROPERTY LINE GR1 GRADING PLAN6 12' 12' 12' 12' IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR59' ROW 58' ROW 59' ROW 59' ROW59' ROW 59' ROW 58' ROW WEEPINGWILLOW DRIVEGOLDENWILLOW DRIVEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 6' CONCRETE PAN (TYPICAL)8' SIDEWALK8' SIDEWALK8' SIDEWALK 58' ROW PROPOSED CONCRETE CHANNEL TO TIE INTO EXISTING IRRIGATION STRUCTURE PROPOSED CONCRETE CHANNEL (6" CURB) PROPOSED CURB CUT AND SIDEWALK CHASE 15' DRAINAGE EASEMENT STREET BGOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET B STREET A INLET A8 (ON-GRADE) STMH A7 INLET A6-1N (SUMP) STMH A6 INLET A6-1S (SUMP)24" IRRIGATION24" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT INLET A6-3S + HP + HP TRACT Q OPEN SPACE TRACT E DAE BLOCK 9 BLOCK 10 BLOCK 7 BLOCK 6 BLOCK 5 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9LOT 168 OWNER: JACQUELYN & LANE HANSON 1630 E TRILBY RD OWNER: MATTHEW ALLDREDGE 1702 E TRILBY RD43.584 5 . 3 1 4 9 . 5 745.595 0 . 6 646.1951.0745.034 8 . 0 5 44.754 6 . 5 0 4 4 . 9 444.4744.1944.3343.744 6 . 2 3 4 3 . 0 0 48.124 2 . 5 4 47.864 2 . 2 8 4 7 . 9 5 4 2 . 3 7 4 4 . 2 9 42.4138.9342.664 1 . 3 1 41.654 1 . 1 1 4 1 . 9 8 4 1 . 4 7 40.754 0 . 8 4 39.2738.9038.773 9 . 0 7 37.9139.644 0 . 0 140.385 1 . 2 2 5 0 . 9 9 5 0 . 5 0 47.9646.274 6 . 7 5 4 7 . 1 9 4 7 . 1 844.684 5 . 8 4 4 6 . 0 843.614 3 . 0 0 4 5 . 4 8 4 4 . 8 8 40.9541.5341.8942.404 0 . 3 8 4 0 . 3 5 4 0 . 8 541.684 2 . 5 343.394 4 . 2 444.8745.1345.4245.954 7 . 0 0 4 9 . 4 848.944 8 . 8 049.1149.854 7 . 4 5 46.9846.9446.944 7 . 3 4 46.0345.0144.2446.5044.4345.964 7 . 1 0 4 3 . 3 9 45.6343.254 2 . 5 3 44.814 2 . 1 9 43.9941.0943.194 0 . 8 4 40.0239.7940.223 9 . 2 0 3 8 . 8 2 3 9 . 2 9 39.2039.223 6 . 3 0 3 9 . 2 5 3 8 . 7 6 3 8 . 5 639.393 9 . 2 8 39.053 8 . 8 5 4 0 . 7 4 4 0 . 3 4 4 0 . 2 4 4 0 . 7 541.2541.764 2 . 2 8 42.2243.3042.894 4 . 3 3 4 3 . 5 545.5345.7444.544 4 . 2 4 4 3 . 1 5 42.494 1 . 8 2 41.364 6 . 8 6 46.594 5 . 6 6 44.9646.8646.0344.134 3 . 8 4 A FG=45.04 TF=45.71 LOT 5 A FG=44.46 TF=45.13 LOT 6 A FG=44.98 TF=45.65 LOT 4 A FG=45.07 TF=45.74 LOT 3 A FG=45.43 TF=46.10 LOT 2 A FG=45.48 TF=46.15 LOT 1 B FG=46.24 TF=46.91 LOT 6 B FG=47.80 TF=48.47 LOT 5 B FG=49.15 TF=49.82 LOT 4 B FG=50.67 TF=51.34 LOT 3 B FG=51.76 TF=52.43 LOT 2 B FG=51.76 TF=52.43 LOT 1 4 5 . 3 0FL 4 4 . 8 3 F L 4 4 . 2 9 F L 0.5%0.5% A FG=53.19 TF=53.86 LOT 1 5 2 . 6 9 49.794 8 . 2 5 4 8 . 7 1 47.764 8 . 6 0 4 8 . 0 6 4 9 . 0 4 4 9 . 5 2 48.624 8 . 9 9 47.1350.17 51.26 48.65 47.30 45.74 4 4 . 9 344.9844.5744.484 4 . 5 4 43.964 3 . 9 343.8444.104 4 . 5 6 44.20 4 3 . 0 4FL4 4 . 1 7 F L45.36F L 0.5%0.5%0.5% A FG=44.53 TF=45.20 LOT 7 A FG=45.47 TF=46.14 LOT 6 A FG=46.07 TF=46.74 LOT 5 A FG=47.07 TF=47.74 LOT 4 T FG=47.87 TF=48.54 LOT 3 B FG=50.39 TF=51.06 LOT 2 A FG=47.38 TF=48.05 LOT 13 A FG=46.72 TF=47.39 LOT 12 A FG=45.90 TF=46.57 LOT 11 A FG=45.09 TF=45.76 LOT 10 A FG=44.28 TF=44.95 LOT 9 A FG=42.97 TF=43.64 LOT 8 47.67 4 7 . 1 7 46.0845.8646.88 4 6 . 5 4 46.57 4 6 . 3 3 4 5 . 2 3 4 5 . 0 1 44.154 5 . 2 3 45.57 4 4 . 3 8 4 4 . 6 3 4 3 . 3 0 44.97 43.78 4 4 . 0 3 42.47A FG=51.22 TF=51.89 LOT 14 A FG=49.21 TF=49.88 LOT 15 A FG=49.10 TF=49.77 LOT 16 A FG=49.54 TF=50.21 LOT 17 A FG=50.02 TF=50.69 LOT 18 A FG=49.49 TF=50.16 LOT 19 46.254 6 . 0 7 B FG=44.00 TF=44.67 LOT 1 B FG=42.97 TF=43.64 LOT 2 B FG=42.53 TF=43.20 LOT 3 B FG=42.08 TF=42.75 LOT 4 B FG=41.64 TF=42.31 LOT 5 B FG=41.20 TF=41.87 LOT 6 B FG=40.76 TF=41.43 LOT 7 B FG=40.32 TF=40.99 LOT 842.564 1 . 6 7 41.5541.184 0 . 8 2 40.464 0 . 1 0 39.7439.553 8 . 4 538.6739.043 9 . 4 039.764 0 . 1 240.4842.78A FG=46.65 TF=47.32 LOT 5 A FG=48.39 TF=49.06 LOT 6 A FG=45.83 TF=46.50 LOT 4 A FG=45.01 TF=45.68 LOT 3 A FG=44.20 TF=44.87 LOT 2 A FG=43.16 TF=43.83 LOT 1 A FG=42.07 TF=42.74 LOT 12 A FG=43.24 TF=43.91 LOT 11 A FG=44.32 TF=44.99 LOT 10 A FG=45.41 TF=46.08 LOT 9 A FG=46.53 TF=47.20 LOT 8 A FG=48.41 TF=49.08 LOT 7 42.88 45.904 5 . 7 1 4 4 . 9 3 44.8243.734 4 . 0 8 4 3 . 2 2 42.6441.574 2 . 3 8 43.44 44.29 43.97 45.0645.16 46.16 46.21 B FG=42.24 TF=42.91 LOT 1 B FG=42.75 TF=43.42 LOT 2 B FG=43.78 TF=44.45 LOT 3 B FG=44.80 TF=45.47 LOT 4 B FG=45.85 TF=46.52 LOT 5 B FG=46.40 TF=47.07 LOT 6 45.3544. 3 0 43. 2 8 42. 4 5 41. 4 4 4 0 . 0 5 39.56A FG=48.20 TF=48.87 LOT 1 A FG=47.19 TF=47.86 LOT 2 4 7 . 7 0 46. 6 9 46.5446.8645.71 B FG=40.55 TF=41.22 LOT 1 B FG=40.55 TF=41.22 LOT 2 4 1 . 1 9 40.5339.8641.864 2 . 5 2 39.363 5 . 6 8 3 5 . 7 6 38.93H P40.15HP39.7538.4936.94 1.4%1.6%1.2%1.5%2.2% INLET A6-4S INLET A6-2S TRACT P DE TRACT W DE PROPOSED CONCRETE CHANNEL (6" CURB)XXXX4 7 . 8 648.4148. 5 4 4 8 . 6 3 T O W 48.53 48.63TOW48.63 2.0%33' RETAINING WALL47.65 48. 5 9 4 8 . 6 3 T O W 25.5% 25.0% N:98187.25 E:202712.07 N:98220.25 E:202711.91XXXXXXXX44.75 43.8443.94FL45.26TOW44. 5 1 45.25 45.76TOW44. 3 8 45 . 2 6 T O W 24.4% 45.76 45.84 45 . 7 6 T O W 23.8% 24.8% 22.7% 2.0% 2.0% 4 3 . 6 6 F L 78' RETAINING WALL44.33 44.33 45. 6 8 44.00 N:98319.58 E:202711.44 N:98397.61 E:202711.06XXXXXXX4 5 . 3 160' RETAINING WALL45.47 45.68TOW45. 6 8 45.19 45. 3 9 4 5 . 6 8 T O W 2.0% 45.05 45. 5 4 4 5 . 6 8 T O W 0.5%25.8% 25.6% 25.2% 4 5 . 3 7 45.23N:98576.68 E:202710.21 N:98637.09 E:202709.92 45.90 45.78 47 . 0 4 T O W 46.04 47.04TOW45. 8 6 1.2%31' RETAINING WALL47.04 45. 8 2 4 7 . 0 4 T O W 23.7% 18.7% 4 5 . 6 645.82N:98665.61 E:202709.78 N:98696.88 E:202709.63 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR1 GR2 GR3 MATCHLINE SEE SHEET GR2LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES 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. before you dig.Call R 1 2 3 4 1 2 3 4 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE PROPERTY LINE GR1 GRADING PLAN6 12' 12' 12' 12' IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUD RED WILLOWDRIVE63' ROW 57' ROW 63' ROW 58' ROW 63' ROW XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST6' CONCRETE PAN (TYPICAL) UNDERGROUND STORM CHAMBERS5' SIDEWALK2' CONCRETE PAN (TYPICAL) PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 2' CURB CUT & SIDEWALK CHASE CONNECTION TO EXISTING CONCRETE MANHOLE GRASS-LINED SWALE 2' CONCRETE PAN (TYPICAL)STREET GSTREET IALLEY KALLEY LALLEY MALLEY OSTREET B STREET B STREET ISTREET A RED WILLOW DRIVEINLET A4-4N (SUMP) INLET A4-5N INLET A4-3N (SUMP) INLET A4-6N STMH A5 STMH A4 (5' Ø) w_ WQ WEIR INLET A3-1 (SUMP) STMH A3 (5' Ø) INLET A2 (SUMP) FES A1 STMH B1 OUTLET B2 INLET A4-1S (SUMP) INLET A4-1N (SUMP)24" IRRIGATION24" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 30' TRACT 20' TRACT 30' TRACT 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC + HP OUTLET B3 BASIN A4-2SINLET A4-3SINLET A4-4SINLET A4-5S LOT 6 LOT 7 TRACT H UDA TRACT O DE LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 2 LOT 6 TRACT G DAE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 9 LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 2 LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 9 LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 TRACT IUDA&EAELOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 TRACT C DE LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10 BLOCK 10 BLOCK 11 BLOCK 12 BLOCK 13 BLOCK 15 BLOCK 16 BLOCK 8 BLOCK 19 BLOCK 20 BLOCK 2 BLOCK 3 LOT 1 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 159 LOT 157 LOT 156LOT 158 LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 OWNER: RIC & CHERYL LEWIS 1790 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1854 E TRILBY RD OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD 3 6 . 3 0 35.6539.253 8 . 7 6 3 8 . 5 6 38.003 7 . 4 4 35.4535.093 4 . 9 636.893 6 . 3 3 3 5 . 7 7 35.2134.333 4 . 7 9 34.6634.0934.4334.8334.383 4 . 9 8 34.453 3 . 3 5 3 5 . 7 335.3034.7434.8835.9335.6235.9236.3736.5036.2336.6936.293 6 . 8 8 3 6 . 6 0 3 5 . 9 7 3 6 . 3 6 36.2336.0935.663 5 . 4 6 3 5 . 3 5 3 4 . 5 739.053 8 . 8 5 4 0 . 7 4 4 0 . 3 441.764 2 . 2 242.894 3 . 5 544.544 4 . 2 4 4 3 . 1 5 42.494 1 . 8 2 41.3638.0437.853 8 . 2 938.953 9 . 6 140.2840.9442.0143.044 1 . 9 2 4 1 . 8 0 41.5041.024 0 . 5 8 4 0 . 1 5 39.7139.283 8 . 8 4 38.4138.033 7 . 7 6 3 7 . 1 6 3 6 . 4 8 3 6 . 9 537.6237.163 8 . 3 838.0639.303 9 . 0 240.2339.9841.0740.9140.884 0 . 6 5 4 0 . 2 3 4 0 . 9 1 39.954 0 . 2 5 3 8 . 9 2 39.1137.933 8 . 0 8 3 6 . 9 8 37.1736.05FL3 5 . 2 336.093 6 . 8 0 3 7 . 6 338.4639.053 9 . 6 440.424 1 . 1 940.2639.153 7 . 9 9 38.663 4 . 4 5 34.993 5 . 1 3 3 4 . 9 4 3 4 . 8 6 34.933 5 . 1 0 3 5 . 4 536.043 5 . 4 235.893 6 . 7 6 3 7 . 4 8 36.4838.203 7 . 0 0 3 8 . 9 2 37.6238.113 9 . 5 039.563 8 . 7 639.2339.113 8 . 7 7 3 8 . 6 3 39.143 9 . 6 9 3 9 . 6 3 39.534 0 . 0 5 39.8239.1639.603 9 . 3 3 3 8 . 7 0 38.05 38.9737.5638.433 7 . 8 9 3 6 . 9 4 36.413 7 . 3 5 36.8135.8336.273 5 . 3 5 3 5 . 0 3 3 5 . 7 4 34.3935.274 4 . 9 646.864 6 . 0 3 44.134 3 . 8 4 45.7444.8243.0142.234 4 . 1 3 4 3 . 3 4 41.4440.694 2 . 5 8 4 1 . 8 2 39.9139.1441.044 0 . 2 7 38.3737.913 8 . 5 5 4 0 . 2 1 39.8038.7238.563 8 . 8 5 3 9 . 2 0 38.763 9 . 1 6 3 9 . 4 6 3 9 . 0 5 39.343 9 . 7 7 4 0 . 0 8 3 9 . 5 8 39.8240.394 0 . 6 9 40.064 0 . 2 9 41.004 1 . 3 1 40.5340.774 1 . 6 2 4 1 . 9 240.983 7 . 9 1 37.073 6 . 8 437.2037.5437.893 8 . 2 039.5940.8540.9841.554 1 . 1 4 4 0 . 8 3 4 0 . 1 6 39.7939.533 9 . 2 8 3 9 . 1 4 38.8238.5438.2837.05 36.45 4 1 . 5 6 4 1 . 8 8 41.7541.6641.16 39.793 8 . 4 1 37.87 37.37 B FG=42.24 TF=42.91 LOT 1 B FG=42.75 TF=43.42 LOT 2 B FG=43.78 TF=44.45 LOT 3 B FG=44.80 TF=45.47 LOT 4 B FG=45.85 TF=46.52 LOT 5 B FG=46.40 TF=47.07 LOT 6 45.3542. 4 5 41. 4 4 40.0539.56FG=48.20 TF=48.87 A FG=47.19 TF=47.86 LOT 2 46. 6 9 46.54 45.71 B FG=40.55 TF=41.22 LOT 2 A FG=45.24 TF=45.91 LOT 7 A FG=43.26 TF=43.93 LOT 8 A FG=42.59 TF=43.26 LOT 9 A FG=41.93 TF=42.60 LOT 10 A FG=41.27 TF=41.94 LOT 11 A FG=40.56 TF=41.23 LOT 12 4 1 . 1 9 41.4340. 7 740.5339.8639.234 0 . 0 6 4 2 . 0 941.8642.764 2 . 5 2 41.89B FG=39.86 TF=40.53 LOT 3 B FG=39.30 TF=39.97 LOT 4 B FG=38.74 TF=39.41 LOT 5 B FG=38.19 TF=38.86 LOT 6 B FG=37.63 TF=38.30 LOT 7 B FG=37.07 TF=37.74 LOT 8 B FG=36.51 TF=37.18 LOT 9 B FG=35.96 TF=36.63 LOT 1039.363 8 . 8 0 38.243 7 . 6 9 37.133 6 . 5 7 3 6 . 0 1 3 5 . 4 6 3 5 . 6 8 3 5 . 7 6 A FG=46.07 TF=46.74 LOT 3 A FG=45.27 TF=45.94 LOT 4 A FG=44.49 TF=45.16 LOT 5 A FG=43.71 TF=44.38 LOT 6 A FG=42.95 TF=43.62 LOT 7 A FG=42.18 TF=42.85 LOT 8 A FG=41.41 TF=42.08 LOT 9 A FG=40.87 TF=41.54 LOT 10 4 4 . 5 9 44.77 4 5 . 5 7 45.4143.8143.9943.2142.454 3 . 0 2 42.2741.494 1 . 6 8 4 0 . 7 2 4 0 . 9 1 39.9540.3739.67B FG=40.50 TF=41.17 B FG=41.11 TF=41.78 B FG=41.73 TF=42.40 B FG=42.34 TF=43.01 B FG=42.96 TF=43.63 4 0 . 6 1 4 0 . 0 0 4 1 . 2 3 4 1 . 8 4 42.46B FG=40.86 TF=41.53 B FG=40.86 TF=41.53 B FG=40.22 TF=40.89 B FG=38.78 TF=39.45 B FG=37.34 TF=38.01 B FG=37.57 TF=38.24 B FG=38.65 TF=39.32 B FG=39.73 TF=40.40 B FG=40.63 TF=41.30 B FG=41.16 TF=41.83 36.8437.0738.153 8 . 2 8 3 9 . 2 3 3 9 . 7 240.3640.13B FG=42.89 TF=43.56 B FG=42.32 TF=42.99 BLOCK 14 B FG=41.45 TF=42.12 B FG=40.58 TF=41.25 B FG=39.71 TF=40.38 B FG=38.38 TF=39.05 B FG=39.75 TF=40.42 B FG=40.94 TF=41.61 B FG=42.49 TF=43.16 B FG=42.49 TF=43.16 4 1 . 8 2 40.9540.083 9 . 2 1 37.8839.2540.444 1 . 9 9 40.01 41.0640.26 38.8737.41 36.20 35.1439.593.2%3.2%2.9%2.1%2.4%24.2122.6122.9523.814:14:14:1 4:14: 1 4:14:14:12.1%2.2%1.5% 0.5% INLET A4-6S 34.5333.9733.66 3 4 . 1 7 H P 33.4732.89 FFE=39.75 FFE=38.75 FFE=43.07 FFE=42.07 FFE=37.99 FFE=36.9941.64FL1.2%1.0%1.4% 1.0%2.1%1.4%2.1%1.1%1.8%1.5%1.0% 3 4 . 5 4 HP3 5 . 1 0 HP40.79 40.50 40.00 40.43 40.233 5 . 1 3 F L 38.92FL3 8 . 4 1 F L 4:1FG=43.51 TF=44.18 4:10.5% FFE=37.02 FFE=36.02 LOT 4 FFE=39.68 FFE=43.97 3 3 . 7 2FL3 4 . 4 7 F L 3 5 . 4 4FL 35.67 FL35.99F L 34.00 FL35.36 FL 36.72FL3 6 . 9 7FL 39.03 FL 2.0%0.5% TRACT P DE POND GAUGE 4' MAINTENANCE PATH SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR1 GR2 GR3 LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE SEE SHEET ###MATCHLINE SEE SHEET GR3CALL 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. before you dig.Call R GR2 GRADING PLAN7 IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUD RED WILLOWDRIVE63' ROW 57' ROW 63' ROW 58' ROW 63' ROW D DD XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST6' CONCRETE PAN (TYPICAL) UNDERGROUND STORM CHAMBERS5' SIDEWALK2' CONCRETE PAN (TYPICAL) PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 2' CURB CUT & SIDEWALK CHASE CONNECTION TO EXISTING CONCRETE MANHOLE GRASS-LINED SWALE 2' CONCRETE PAN (TYPICAL)STREET GSTREET IALLEY KALLEY LALLEY MALLEY OSTREET B STREET B STREET ISTREET A RED WILLOW DRIVEINLET A4-4N (SUMP) INLET A4-5N INLET A4-3N (SUMP) INLET A4-6N STMH A5 STMH A4 (5' Ø) w_ WQ WEIR INLET A3-1 (SUMP) STMH A3 (5' Ø) INLET A2 (SUMP) FES A1 STMH B1 OUTLET B2 INLET A4-1S (SUMP) INLET A4-1N (SUMP)24" IRRIGATION24" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 30' TRACT 20' TRACT 30' TRACT 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC + HP OUTLET B3 BASIN A4-2SINLET A4-3SINLET A4-4SINLET A4-5S LOT 6 LOT 7 TRACT H UDA TRACT O DE LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 2 LOT 6 TRACT G DAE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 9 LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 2 LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 9 LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 TRACT IUDA&EAELOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 TRACT C DE LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10 BLOCK 10 BLOCK 11 BLOCK 12 BLOCK 13 BLOCK 15 BLOCK 16 BLOCK 8 BLOCK 19 BLOCK 20 BLOCK 2 BLOCK 3 LOT 1 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 159 LOT 157 LOT 156LOT 158 LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 OWNER: RIC & CHERYL LEWIS 1790 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1854 E TRILBY RD OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD 3 6 . 3 0 35.6539.253 8 . 7 6 3 8 . 5 6 38.003 7 . 4 4 35.4535.093 4 . 9 636.893 6 . 3 3 3 5 . 7 7 35.2134.333 4 . 7 9 34.6634.0934.4334.8334.383 4 . 9 8 34.453 3 . 3 5 3 5 . 7 335.3034.7434.8835.9335.6235.9236.3736.5036.2336.6936.293 6 . 8 8 3 6 . 6 0 3 5 . 9 7 3 6 . 3 6 36.2336.0935.663 5 . 4 6 3 5 . 3 5 3 4 . 5 739.053 8 . 8 5 4 0 . 7 4 4 0 . 3 441.764 2 . 2 242.894 3 . 5 544.544 4 . 2 4 4 3 . 1 5 42.494 1 . 8 2 41.3638.0437.853 8 . 2 938.953 9 . 6 140.2840.9442.0143.044 1 . 9 2 4 1 . 8 0 41.5041.024 0 . 5 8 4 0 . 1 5 39.7139.283 8 . 8 4 38.4138.033 7 . 7 6 3 7 . 1 6 3 6 . 4 8 3 6 . 9 537.6237.163 8 . 3 838.0639.303 9 . 0 240.2339.9841.0740.9140.884 0 . 6 5 4 0 . 2 3 4 0 . 9 1 39.954 0 . 2 5 3 8 . 9 2 39.1137.933 8 . 0 8 3 6 . 9 8 37.1736.05FL3 5 . 2 336.093 6 . 8 0 3 7 . 6 338.4639.053 9 . 6 440.424 1 . 1 940.2639.153 7 . 9 9 38.663 4 . 4 5 34.993 5 . 1 3 3 4 . 9 4 3 4 . 8 6 34.933 5 . 1 0 3 5 . 4 536.043 5 . 4 235.893 6 . 7 6 3 7 . 4 8 36.4838.203 7 . 0 0 3 8 . 9 2 37.6238.113 9 . 5 039.563 8 . 7 639.2339.113 8 . 7 7 3 8 . 6 3 39.143 9 . 6 9 3 9 . 6 3 39.534 0 . 0 5 39.8239.1639.603 9 . 3 3 3 8 . 7 0 38.05 38.9737.5638.433 7 . 8 9 3 6 . 9 4 36.413 7 . 3 5 36.8135.8336.273 5 . 3 5 3 5 . 0 3 3 5 . 7 4 34.3935.274 4 . 9 646.864 6 . 0 3 44.134 3 . 8 4 45.7444.8243.0142.234 4 . 1 3 4 3 . 3 4 41.4440.694 2 . 5 8 4 1 . 8 2 39.9139.1441.044 0 . 2 7 38.3737.913 8 . 5 5 4 0 . 2 1 39.8038.7238.563 8 . 8 5 3 9 . 2 0 38.763 9 . 1 6 3 9 . 4 6 3 9 . 0 5 39.343 9 . 7 7 4 0 . 0 8 3 9 . 5 8 39.8240.394 0 . 6 9 40.064 0 . 2 9 41.004 1 . 3 1 40.5340.774 1 . 6 2 4 1 . 9 240.983 7 . 9 1 37.073 6 . 8 437.2037.5437.893 8 . 2 039.5940.8540.9841.554 1 . 1 4 4 0 . 8 3 4 0 . 1 6 39.7939.533 9 . 2 8 3 9 . 1 4 38.8238.5438.2837.05 36.45 4 1 . 5 6 4 1 . 8 8 41.7541.6641.16 39.793 8 . 4 1 37.87 37.37 B FG=42.24 TF=42.91 LOT 1 B FG=42.75 TF=43.42 LOT 2 B FG=43.78 TF=44.45 LOT 3 B FG=44.80 TF=45.47 LOT 4 B FG=45.85 TF=46.52 LOT 5 B FG=46.40 TF=47.07 LOT 6 45.3542. 4 5 41. 4 4 40.0539.56FG=48.20 TF=48.87 A FG=47.19 TF=47.86 LOT 2 46. 6 9 46.54 45.71 B FG=40.55 TF=41.22 LOT 2 A FG=45.24 TF=45.91 LOT 7 A FG=43.26 TF=43.93 LOT 8 A FG=42.59 TF=43.26 LOT 9 A FG=41.93 TF=42.60 LOT 10 A FG=41.27 TF=41.94 LOT 11 A FG=40.56 TF=41.23 LOT 12 4 1 . 1 9 41.4340. 7 740.5339.8639.234 0 . 0 6 4 2 . 0 941.8642.764 2 . 5 2 41.89B FG=39.86 TF=40.53 LOT 3 B FG=39.30 TF=39.97 LOT 4 B FG=38.74 TF=39.41 LOT 5 B FG=38.19 TF=38.86 LOT 6 B FG=37.63 TF=38.30 LOT 7 B FG=37.07 TF=37.74 LOT 8 B FG=36.51 TF=37.18 LOT 9 B FG=35.96 TF=36.63 LOT 1039.363 8 . 8 0 38.243 7 . 6 9 37.133 6 . 5 7 3 6 . 0 1 3 5 . 4 6 3 5 . 6 8 3 5 . 7 6 A FG=46.07 TF=46.74 LOT 3 A FG=45.27 TF=45.94 LOT 4 A FG=44.49 TF=45.16 LOT 5 A FG=43.71 TF=44.38 LOT 6 A FG=42.95 TF=43.62 LOT 7 A FG=42.18 TF=42.85 LOT 8 A FG=41.41 TF=42.08 LOT 9 A FG=40.87 TF=41.54 LOT 10 4 4 . 5 9 44.77 4 5 . 5 7 45.4143.8143.9943.2142.454 3 . 0 2 42.2741.494 1 . 6 8 4 0 . 7 2 4 0 . 9 1 39.9540.3739.67B FG=40.50 TF=41.17 B FG=41.11 TF=41.78 B FG=41.73 TF=42.40 B FG=42.34 TF=43.01 B FG=42.96 TF=43.63 4 0 . 6 1 4 0 . 0 0 4 1 . 2 3 4 1 . 8 4 42.46B FG=40.86 TF=41.53 B FG=40.86 TF=41.53 B FG=40.22 TF=40.89 B FG=38.78 TF=39.45 B FG=37.34 TF=38.01 B FG=37.57 TF=38.24 B FG=38.65 TF=39.32 B FG=39.73 TF=40.40 B FG=40.63 TF=41.30 B FG=41.16 TF=41.83 36.8437.0738.153 8 . 2 8 3 9 . 2 3 3 9 . 7 240.3640.13B FG=42.89 TF=43.56 B FG=42.32 TF=42.99 BLOCK 14 B FG=41.45 TF=42.12 B FG=40.58 TF=41.25 B FG=39.71 TF=40.38 B FG=38.38 TF=39.05 B FG=39.75 TF=40.42 B FG=40.94 TF=41.61 B FG=42.49 TF=43.16 B FG=42.49 TF=43.16 4 1 . 8 2 40.9540.083 9 . 2 1 37.8839.2540.444 1 . 9 9 40.01 41.0640.26 38.8737.41 36.20 35.1439.593.2%3.2%2.9%2.1%2.4%24.2122.6122.9523.814:14:14:1 4:14: 1 4:14:14:12.1%2.2%1.5% 0.5% INLET A4-6S 34.5333.9733.66 3 4 . 1 7 H P 33.4732.89 FFE=39.75 FFE=38.75 FFE=43.07 FFE=42.07 FFE=37.99 FFE=36.9941.64FL1.2%1.0%1.4% 1.0%2.1%1.4%2.1%1.1%1.8%1.5%1.0% 3 4 . 5 4 HP3 5 . 1 0 HP40.79 40.50 40.00 40.43 40.233 5 . 1 3 F L 38.92FL3 8 . 4 1 F L 4:1FG=43.51 TF=44.18 4:10.5% FFE=37.02 FFE=36.02 LOT 4 FFE=39.68 FFE=43.97 3 3 . 7 2FL3 4 . 4 7 F L 3 5 . 4 4FL 35.67 FL35.99F L 34.00 FL35.36 FL 36.72FL3 6 . 9 7FL 39.03 FL 2.0%0.5% TRACT P DE POND GAUGE 4' MAINTENANCE PATH SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR1 GR2 GR3 LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE SEE SHEET ###MATCHLINE SEE SHEET GR3CALL 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. before you dig.Call R GR2 GRADING PLAN7 WWWWWWSSSSS S WWWWWWWWWWWW W WWW WSSSSSS SSSSS SS SS GGG G G G GGGGGGGGGG G G G GGGGGGGGGGGGGGGGGGGGGGGEEEEEE EEE EEE E EEEEEEE EE EEEEEEEEEEEEEEEVAULT EEEVAULTVAULTVAULT EEEEEEEOLGHH XXXXXXXXXXXXXX X X X X X X X X OHUOHUOHUOHU18+0019+0020+0021+0022+0023+0024+00SSMH A5STA 21+81.32N: 98143.66E: 202845.54STREET BSTREET E 266.00 LF 8" PVC @ 0.40%LOT 3LOT 2LOT 1LOT 6LOT 7STA. 18+36.10 STA. 18+91.10 STA. 19+46.10 STA. 20+01.10 STA. 20+56.10 STA. 21+11.10 BLOCK 7BLOCK 9LOT 7LOT 5LOT 6LOT 8LOT 9LOT 10LOT 6LOT 5LOT 2LOT 3LOT 1LOT 4TRACT E DAELOT 5LOT 1LOT 3LOT 2LOT 4BLOCK 6 BLOCK 1 SSMH A4STA 19+18.10N: 98143.22E: 203108.75263.21 LF 8" PVC @ 1.50%T$O,7$5<T(:(5$T$O,7$5<T(:(5$STA. 21+93.9649154920492549304935494049454950495549154920492549304935494049454950495518+0019+0020+0021+0022+00SSMH A4 STA 19+18.10 RIM 4939.8± INV. IN 4924.50 (W) INV. IN 4924.50 (N) INV. OUT 4924.20 (E)266.00 LF 8" PVC @ 0.40%263.21 LF 8" PVC @ 1.50%SSMH A5 STA 21+81.32 RIM 4941.7± INV. IN 4928.75 (N) INV. IN 4928.75 (S) INV. OUT 4928.45 (E) 4939.17 4939.33 4939.50 4939.66 4939.83 4939.99 4940.15 4940.32 4940.48 4940.65 4940.81 4940.98 4941.14 4941.31 4941.59 PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC WATER STA.= 19+28.10 INV.= 4933.974920492549304935494049454950495549604920492549304935494049454950495549609+5010+0011+0011+50129.99 LF 8" PVC @ 0.63%SSMH A5STA 21+81.32RIM 4941.7±INV. IN 4928.75 (N)INV. IN 4928.75 (S)INV. OUT 4928.45 (E)SSMH A5-1STA 21+80.47RIM 4941.6±INV. OUT 4929.57 (N)4941.714941.464941.714941.964942.214942.46 PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC WATERSTA.= 10+10.00INV.= 4936.29 WWWWWWSSSSSWWWWWWWWSSSSSSSGGGGGGGGGGGGGGGGGGGGGGEEEEEEE E EEEE EEEEEEEE EEEVAULTEE EOLG HHXXXXXXXXXXXXXXXX10+0011+00STREET BLOT 7LOT 5LOT 6LOT 8LOT 9LOT 10LOT 6LOT 5LOT 2LOT 3LOT 1LOT 4LOT 1LOT 3LOT 258'ROWSSMH A5STA 10+00.00N: 98143.66E: 202845.54129.99 LF8" PVC@ 0.63%SSMH A5-1STA 11+29.99N: 98013.67E: 202846.1630'FL - FLBLOCK 7 BLOCK 1BLOCK 6STA. 10+49.28STA. 11+01.28 T$O,7$5<T(:(5$T$O,7$5<T(:(5$SheetTIMBER LARK RESIDENTIAL NOT FOR CO N S T R U C T I O N REVIEW SE T of 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPNORTHSANITARY SEWER AMATCH LINE STA 18+00 STAMATCH LINE SEE SHEET 22+00SS3 STAMATCH LINE SEE SHEET 18+00SS1 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:PROFILE SCALE:NORTHMATCHLINESTA22+00GOLDEN WILLOW DRIVEGOLDEN WILLOW DRIVESANITARY SEWER A5SS2PLAN AND PROFILE SANITARY SEWER A & A514 WWWWWWSSSSS S WWWWWWWWWWWW W WWW WSSSSSS SSSSS SS SS GGG G G G GGGGGGGGGG G G G GGGGGGGGGGGGGGGGGGGGGGGEEEEEE EEE EEE E EEEEEEE EE EEEEEEEEEEEEEEEVAULT EEEVAULTVAULTVAULT EEEEEEELIDEE XXXXXXXXXXXXXX X X X X X X X X OHUOHUOHUOHU18+0019+0020+0021+0022+0023+0024+00SSMH A5STA 21+81.32N: 98143.66E: 202845.54STREET BSTREET E 266.00 LF 8" PVC @ 0.40%LOT 3LOT 2LOT 1LOT 6LOT 7STA. 18+36.10 STA. 18+91.10 STA. 19+46.10 STA. 20+01.10 STA. 20+56.10 STA. 21+11.10 BLOCK 7BLOCK 9LOT 7LOT 5LOT 6LOT 8LOT 9LOT 10LOT 6LOT 5LOT 2LOT 3LOT 1LOT 4TRACT E DAELOT 5LOT 1LOT 3LOT 2LOT 4BLOCK 6 BLOCK 1 SSMH A4STA 19+18.10N: 98143.22E: 203108.75263.21 LF 8" PVC @ 1.50%SANITARY SEWER A5SEE SHEET THIS SHEETSANITARY SEWER A4SEE SHEET SS8STA. 21+93.9649154920492549304935494049454950495549154920492549304935494049454950495518+0019+0020+0021+0022+00SSMH A4 STA 19+18.10 RIM 4939.8± INV. IN 4924.50 (W) INV. IN 4924.50 (N) INV. OUT 4924.20 (E)266.00 LF 8" PVC @ 0.40%263.21 LF 8" PVC @ 1.50%SSMH A5 STA 21+81.32 RIM 4941.7± INV. IN 4928.75 (N) INV. IN 4928.75 (S) INV. OUT 4928.45 (E) 4939.17 4939.33 4939.50 4939.66 4939.83 4939.99 4940.15 4940.32 4940.48 4940.65 4940.81 4940.98 4941.14 4941.31 4941.59 PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC WATER STA.= 19+28.10 INV.= 4933.974920492549304935494049454950495549604920492549304935494049454950495549609+5010+0011+0011+50129.99 LF 8" PVC @ 0.63%SSMH A5STA 21+81.32RIM 4941.7±INV. IN 4928.75 (N)INV. IN 4928.75 (S)INV. OUT 4928.45 (E)SSMH A5-1STA 21+80.47RIM 4941.6±INV. OUT 4929.57 (N)4941.714941.464941.714941.964942.214942.46 PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC WATERSTA.= 10+10.00INV.= 4936.29 WWWWWWSSSSSWWWWWWWWSSSSSSSGGGGGGGGGGGGGGGGGGGGGGEEEEEEE E EEEE EEEEEEEE EEEVAULTEE ELID EEXXXXXXXXXXXXXXXX10+0011+00STREET BLOT 7LOT 5LOT 6LOT 8LOT 9LOT 10LOT 6LOT 5LOT 2LOT 3LOT 1LOT 4LOT 1LOT 3LOT 258'ROWSSMH A5STA 10+00.00N: 98143.66E: 202845.54129.99 LF8" PVC@ 0.63%SSMH A5-1STA 11+29.99N: 98013.67E: 202846.1630'FL - FLBLOCK 7 BLOCK 1BLOCK 6STA. 10+49.28STA. 11+01.28 SANITARY SEWER ASEE SHEET SS1 - SS3SANITARY SEWER ASEE SHEET SS1 - SS3SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPNORTHSANITARY SEWER AMATCH LINE STA 18+00 STAMATCH LINE SEE SHEET 22+00SS3 STAMATCH LINE SEE SHEET 18+00SS1 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:PROFILE SCALE:NORTHMATCHLINESTA22+00GOLDEN WILLOW DRIVEGOLDEN WILLOW DRIVESANITARY SEWER A5SS2PLAN AND PROFILE SANITARY SEWER A & A514 WSSS2WSSSWWSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWUD2WS2W2WSSSWSS2WGGGGGGG GGGGG G GGGGGGGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGGGGGGGGGG G G G G G G G GGG G GGGEEEEEEE EEE EE E EEEEEETVAULTVAULTE E EVAULT VAULTVAULTE E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEWWSSWWSSWWSSWSHYDCECSDELECBRKREDSDSX X X X X X X X X X XXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTREET CRED WILLOW DRIVESTREET IALLEY LSTREET BSTREET I10+0011+0012+00 13+0014+0015+0016+0017+0018+00 SSMH ABSTA 10+00.00N: 98141.68E: 204026.85129.90 LF 8" PVC @ 0.40%SSMH B2STA 12+59.40N: 98141.24E: 204286.24173.00 LF 8" PVC @ 0.40%SSMH B3STA 14+32.40N: 98314.24E: 204286.54258.00 LF 8" PVC @ 0.40%SSMH B1STA 11+29.90N: 98141.46E: 204156.74LOT 7LOT 1LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 2LOT 8LOT 10LOT 6LOT 9LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2TRACT RDELOT 2LOT 4LOT 3LOT 6LOT 5LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5LOT 10LOT 9LOT 8LOT 7LOT 6BLOCK 13BLOCK 14BLOCK 19BLOCK 15BLOCK 3 57'ROW30'FL - FL36'FL - FL63'ROWSANITARY SEWER B1SEE SHEET SS12SANITARY SEWER B3SEE SHEET SS13SANITARY SEWER B4SEE SHEET SS10SANITARY SEWER ASEE SHEET SS1 - SS34910491549204925493049354940494549504910491549204925493049354940494549509+5010+0011+0012+0013+0014+0015+0016+0016+5030" RCP STORMSTA.= 10+08.27INV.= 4923.3342" RCP STORMSTA.= 11+92.84INV.= 4926.198" PVC WATERSTA.= 12+28.79INV.= 4928.47 8" PVC WATER STA.= 14+22.40 INV.= 4930.86 SSMH ABSTA 10+00.00RIM 4934.3±INV. IN 4919.63 (W)INV. IN 4919.63 (E)129.90 LF 8" PVC @ 0.40%SSMH B1STA 11+29.90RIM 4934.3±INV. IN 4920.44 (N)INV. IN 4920.44 (E)INV. OUT 4920.14 (W)129.50 LF 8" PVC @ 0.40%SSMH B3 STA 14+32.40 RIM 4937.0± INV. IN 4922.26 (N) INV. IN 4922.26 (E) INV. OUT 4921.96 (S) SSMH B2 STA 12+59.40 RIM 4934.2± INV. IN 4921.26 (N) INV. OUT 4920.96 (W)173.00 LF 8" PVC @ 0.40%258.00 LF 8" PVC @ 0.40%4934.314934.484934.654934.704934.614934.394934.144933.954933.964934.154934.25 4934.57 4935.03 4935.41 4935.78 4936.15 4936.53 4936.90 4937.28 4937.65 4938.02 4938.40 4938.76 4939.01 4939.21 4939.41 PROPOSEDGROUNDEXISTINGGROUNDPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINENORTHSANITARY SEWER BCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.MATCHLINESTA16+50STAMATCH LINE SEE SHEET 16+50SS9 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS9PLAN AND PROFILE SANITARY SEWER B21 WSSS2WSSSWWSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWUD2WS2W2WSSSWSS2WGGGGGGG GGGGG G GGGGGGGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGGGGGGGGGG G G G G G G G GGG G GGGEEEEEEE EEE EE E EEEEEETVAULTVAULTE E EVAULT VAULTVAULTE E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEWWSSWWSSWWSSWSHYDCECSDELECBRKREDSDSX X X X X X X X X X XXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTREET CRED WILLOW DRIVESTREET IALLEY LSTREET BSTREET I10+0011+0012+00 13+0014+0015+0016+0017+0018+00 SSMH ABSTA 10+00.00N: 98141.68E: 204026.85129.90 LF 8" PVC @ 0.40%SSMH B2STA 12+59.40N: 98141.24E: 204286.24173.00 LF 8" PVC @ 0.40%SSMH B3STA 14+32.40N: 98314.24E: 204286.54258.00 LF 8" PVC @ 0.40%SSMH B1STA 11+29.90N: 98141.46E: 204156.74LOT 7LOT 1LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 2LOT 8LOT 10LOT 6LOT 9LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2TRACT RDELOT 2LOT 4LOT 3LOT 6LOT 5LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5LOT 10LOT 9LOT 8LOT 7LOT 6BLOCK 13BLOCK 14BLOCK 19BLOCK 15BLOCK 3 57'ROW30'FL - FL36'FL - FL63'ROWSANITARY SEWER B1SEE SHEET SS12SANITARY SEWER B3SEE SHEET SS13SANITARY SEWER B4SEE SHEET SS10SANITARY SEWER ASEE SHEET SS1 - SS34910491549204925493049354940494549504910491549204925493049354940494549509+5010+0011+0012+0013+0014+0015+0016+0016+5030" RCP STORMSTA.= 10+08.27INV.= 4923.3342" RCP STORMSTA.= 11+92.84INV.= 4926.198" PVC WATERSTA.= 12+28.79INV.= 4928.47 8" PVC WATER STA.= 14+22.40 INV.= 4930.86 SSMH ABSTA 10+00.00RIM 4934.3±INV. IN 4919.63 (W)INV. IN 4919.63 (E)129.90 LF 8" PVC @ 0.40%SSMH B1STA 11+29.90RIM 4934.3±INV. IN 4920.44 (N)INV. IN 4920.44 (E)INV. OUT 4920.14 (W)129.50 LF 8" PVC @ 0.40%SSMH B3 STA 14+32.40 RIM 4937.0± INV. IN 4922.26 (N) INV. IN 4922.26 (E) INV. OUT 4921.96 (S) SSMH B2 STA 12+59.40 RIM 4934.2± INV. IN 4921.26 (N) INV. OUT 4920.96 (W)173.00 LF 8" PVC @ 0.40%258.00 LF 8" PVC @ 0.40%4934.314934.484934.654934.704934.614934.394934.144933.954933.964934.154934.25 4934.57 4935.03 4935.41 4935.78 4936.15 4936.53 4936.90 4937.28 4937.65 4938.02 4938.40 4938.76 4939.01 4939.21 4939.41 PROPOSEDGROUNDEXISTINGGROUNDPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINENORTHSANITARY SEWER BCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.MATCHLINESTA16+50STAMATCH LINE SEE SHEET 16+50SS9 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS9PLAN AND PROFILE SANITARY SEWER B21 GGGGSSS SS SS SS SS SSSSSSSSSSSSSSWWWWWW W WWWW WWWW WW WWWWSSS IRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUDSSSSSWSSWWWWWWWWSG G GGGGGGGGGGGGGGGGG G G G GGGGGG GGGGGG G G G GGGGGGGGG GGGGGGGGGGGEE EEEEEEEEEEEEEEEEEEEEEEE EEVAULTEEEE VAULTE E EVAULTEE VAULT EEEEEEEEEEEEEEEEEDSDSELECBRKREXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTREET G RED WILLOW DRIVE ALLEY K ALLEY LSTREET BSTREET B17+0018+0019+0020+0021+0022+0023+00137.50 LF 8" PVCS89° 54' 13.44"E246.12 LF 8" PVCS89° 54' 13.44"E228.77 LF 8" PVCS89° 54' 13.44"ESTA. 17+97.658"x8" TEE w/ RJ8" GV (N,E)N:98132.34E:203633.23STA. 19+35.158"x8" TEE w/ RJ8" GV (N,E)N:98132.11E:203770.73STA. 21+81.278"x8" CROSS8" GV (N,E,W)N:98131.69E:204016.85LOT 12LOT 1LOT 10LOT 2LOT 9LOT 1LOT 2LOT 7LOT 4LOT 3LOT 5LOT 6LOT 10LOT 2LOT 8LOT 9LOT 11LOT 3LOT 8LOT 4LOT 7TRACT GDAEBLOCK 10 LOT 10LOT 6LOT 5LOT 6LOT 5LOT 6LOT 3LOT 4LOT 5STA. 16+36.65STA. 17+54.65STA. 17+66.65STA. 18+64.65 STA. 18+76.65 STA. 19+74.65 STA. 19+86.65 STA. 20+84.65 STA. 20+96.65 BLOCK 11 BLOCK 858'ROW30'FL - FL9' UTILITY EASEMENT9' UTILITY EASEMENTBLOCK 12 BLOCK 13WATERLINE ESEE SHEET WT10WATERLINE FSEE SHEET WT11WATERLINE GSEE SHEET WT1249104915492049254930493549404945495049104915492049254930493549404945495016+5017+0018+0019+0020+0021+0022+0022+504933.334933.094932.844932.594932.354932.104931.864931.61 4931.36 4931.12 4930.87 4930.62 4930.37 4930.11 4929.86 4929.61 4929.36 4929.12 4928.99 4927.67 4929.03 4929.17 4929.31 8" PVC8" PVC8" PVCSTA. 21+38.3 45° VERT. BEND w/ RJ T.O.P.=4927.67 STA. 21+50.8 45° VERT. BEND w/ RJ T.O.P.=4927.67 STA. 20+97.4 0.3° DEFLECTION T.O.P.=4929.14 STA. 21+37.1 45° VERT. BEND w/ RJ T.O.P.=4928.92 STA. 21+52.1 45° VERT. BEND w/ RJ T.O.P.=4928.90 STA. 17+97.658"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4932.12 STA. 19+35.15 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4930.77 STA. 21+81.27 8"x8" CROSS 8" GV (N,E,W) T.O.P.=4929.06EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND24" RCP STORM STA.= 21+44.58 INV.= 4929.41 EXISTING 12" PVC SANITARY STA.= 21+91.27 T.O.P.= 4920.25 EXISTING 30" RCP STORM STA.= 21+99.53 T.O.P.= 4926.07 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 17+92.65END MECH. RESTRAINTSTA: 18+02.655' MIN.10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 19+30.15 END MECH. RESTRAINT STA: 19+40.15 18" MIN.24" HDPE STORMSTA.= 16+86.72T.O.P.= 4928.92 18" MIN.69 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+17.09 END MECH. RESTRAINT STA: 21+86.27 KEYMAPNORTHWATERLINE BMATCHLINE STA16+50STAMATCH LINE SEE SHEET 16+50WT2 STAMATCH LINE SEE SHEET 22+50WT4 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER)FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVMATCHLINESTA23+00WT3PLAN AND PROFILE WATERLINE B29 GGGGSSS SS SS SS SS SSSSSSSSSSSSSSWWWWWW W WWWW WWWW WW WWWWSSS IRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUDSSSSSWSSWWWWWWWWSG G GGGGGGGGGGGGGGGGG G G G GGGGGG GGGGGG G G G GGGGGGGGG GGGGGGGGGGGEE EEEEEEEEEEEEEEEEEEEEEEE EEVAULTEEEE VAULTE E EVAULTEE VAULT EEEEEEEEEEEEEEEEEDSDSELECBRKREXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTREET G RED WILLOW DRIVE ALLEY K ALLEY LSTREET BSTREET B17+0018+0019+0020+0021+0022+0023+00137.50 LF 8" PVCS89° 54' 13.44"E246.12 LF 8" PVCS89° 54' 13.44"E228.77 LF 8" PVCS89° 54' 13.44"ESTA. 17+97.658"x8" TEE w/ RJ8" GV (N,E)N:98132.34E:203633.23STA. 19+35.158"x8" TEE w/ RJ8" GV (N,E)N:98132.11E:203770.73STA. 21+81.278"x8" CROSS8" GV (N,E,W)N:98131.69E:204016.85LOT 12LOT 1LOT 10LOT 2LOT 9LOT 1LOT 2LOT 7LOT 4LOT 3LOT 5LOT 6LOT 10LOT 2LOT 8LOT 9LOT 11LOT 3LOT 8LOT 4LOT 7TRACT GDAEBLOCK 10 LOT 10LOT 6LOT 5LOT 6LOT 5LOT 6LOT 3LOT 4LOT 5STA. 16+36.65STA. 17+54.65STA. 17+66.65STA. 18+64.65 STA. 18+76.65 STA. 19+74.65 STA. 19+86.65 STA. 20+84.65 STA. 20+96.65 BLOCK 11 BLOCK 858'ROW30'FL - FL9' UTILITY EASEMENT9' UTILITY EASEMENTBLOCK 12 BLOCK 13WATERLINE ESEE SHEET WT10WATERLINE FSEE SHEET WT11WATERLINE GSEE SHEET WT1249104915492049254930493549404945495049104915492049254930493549404945495016+5017+0018+0019+0020+0021+0022+0022+504933.334933.094932.844932.594932.354932.104931.864931.61 4931.36 4931.12 4930.87 4930.62 4930.37 4930.11 4929.86 4929.61 4929.36 4929.12 4928.99 4927.67 4929.03 4929.17 4929.31 8" PVC8" PVC8" PVCSTA. 21+38.3 45° VERT. BEND w/ RJ T.O.P.=4927.67 STA. 21+50.8 45° VERT. BEND w/ RJ T.O.P.=4927.67 STA. 20+97.4 0.3° DEFLECTION T.O.P.=4929.14 STA. 21+37.1 45° VERT. BEND w/ RJ T.O.P.=4928.92 STA. 21+52.1 45° VERT. BEND w/ RJ T.O.P.=4928.90 STA. 17+97.658"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4932.12 STA. 19+35.15 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4930.77 STA. 21+81.27 8"x8" CROSS 8" GV (N,E,W) T.O.P.=4929.06EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND24" RCP STORM STA.= 21+44.58 INV.= 4929.41 EXISTING 12" PVC SANITARY STA.= 21+91.27 T.O.P.= 4920.25 EXISTING 30" RCP STORM STA.= 21+99.53 T.O.P.= 4926.07 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 17+92.65END MECH. RESTRAINTSTA: 18+02.655' MIN.10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 19+30.15 END MECH. RESTRAINT STA: 19+40.15 18" MIN.24" HDPE STORMSTA.= 16+86.72T.O.P.= 4928.92 18" MIN.69 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+17.09 END MECH. RESTRAINT STA: 21+86.27 KEYMAPNORTHWATERLINE BMATCHLINE STA16+50STAMATCH LINE SEE SHEET 16+50WT2 STAMATCH LINE SEE SHEET 22+50WT4 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER)FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVMATCHLINESTA23+00WT3PLAN AND PROFILE WATERLINE B29 WWSSSSSS2WSSSSSS2WSWWSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWW2W2WS2WW2W2W2WSSSSSSWSSSS2W2WGGGGGGGG GGGGG G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGG G G G G G GGGGGEEEEEEEEE EEE EE E EEEEEETVAULTVAULTVAULTE E EVAULT VAULTVAULTE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEE EEEWWSSWWSSWWSSWWSSWSECELECBRKREDSX X X X X X X X X X XXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSTSTSTSSFALCON RIDGE DRIVESTREET IALLEY LALLEY MALLEY OSTREET BSTREET ISTREET A23+0024+0025+0026+0027+0028+0043.28 LF 8" PVCN45° 05' 46.56"E142.39 LF 8" PVCN00° 05' 46.56"ESTA. 24+10.0445° BEND w/ RJN:98131.3085E:204245.6213STA. 24+53.3245° BEND w/ RJN:98161.8637E:204276.2792STA. 25+95.728"x8" TEE w/ RJ8" GV (N,E)N:98304.26E:204276.52STA. 28+53.728"x8" TEE w/ RJ8" GV (S,E)N:98562.26E:204276.95LOT 1LOT 2LOT 10LOT 9TRACT R DELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1LOT 6LOT 8LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2LOT 7LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 10258.00 LF 8" PVCN00° 05' 46.56"ELOT 6LOT 3LOT 4LOT 5STA. 24+98.22 STA. 25+10.22 STA. 25+70.22 STA. 25+82.22 STA. 26+42.22 STA. 26+54.22 STA. 27+26.22 STA. 27+14.22 STA. 27+98.22 STA. 27+86.2236'FL - FL63'ROW9' UTILITY EASEMENT9' UTILITYEASEMENTLOT 9LOT 7LOT 8LOT 10TRACT ODEBLOCK 15BLOCK 19BLOCK 14BLOCK 13LOT 1LOT 2LOT 11BLOCK 3 WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE HSEE SHEET WT13WATERLINE ISEE SHEET WT14 - WT15WATERLINE ISEE SHEET WT14 - WT1549104915492049254930493549404945495049104915492049254930493549404945495022+5023+0024+0025+0026+0027+0028+0029+004929.394929.234929.084928.924928.764926.704929.154929.514929.864930.22 4930.58 4930.93 4931.29 4931.64 4931.95 4932.26 4932.57 4932.88 4933.19 4933.50 4933.81 4934.12 4934.43 4934.74 STA. 23+82.345° VERT. BEND w/ RJT.O.P.=4923.86STA. 23+97.245° VERT. BEND w/ RJT.O.P.=4923.86STA. 24+02.145° VERT. BEND w/ RJT.O.P.=4928.82STA. 23+77.445° VERT. BEND w/ RJT.O.P.=4928.75 STA. 25+95.7 0.1° DEFLECTION T.O.P.=4931.59 STA. 22+58.10.7° DEFLECTIONT.O.P.=4929.49 STA. 24+53.3245° BEND w/ RJT.O.P.=4929.55STA. 24+10.0445° BEND w/ RJT.O.P.=4928.94 STA. 25+95.72 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4931.59 STA. 28+53.72 8"x8" TEE w/ RJ 8" GV (S,E) T.O.P.=4934.79 42" RCP STORMSTA.= 23+89.74INV.= 4925.738" PVC SANITARYSTA.= 24+24.18T.O.P.= 4921.53 8" PVC SANITARY STA.= 28+63.72 T.O.P.= 4924.38 EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND126 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 23+37.22END MECH. RESTRAINTSTA: 24+63.32 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 25+90.72 END MECH. RESTRAINT STA: 26+00.72 80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 27+73.72 END MECH. RESTRAINT STA: 28+53.725' MIN.18" MIN.KEYMAPNORTHWATERLINE BMATCHLINESTA22+50STAMATCH LINE SEE SHEET 22+50WT3 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER)FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT4PLAN AND PROFILE WATERLINE B30 WWSSSSSS2WSSSSSS2WSWWSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWW2W2WS2WW2W2W2WSSSSSSWSSSS2W2WGGGGGGGG GGGGG G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGG G G G G G GGGGGEEEEEEEEE EEE EE E EEEEEETVAULTVAULTVAULTE E EVAULT VAULTVAULTE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEE EEEWWSSWWSSWWSSWWSSWSECELECBRKREDSX X X X X X X X X X XXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSTSTSTSSFALCON RIDGE DRIVESTREET IALLEY LALLEY MALLEY OSTREET BSTREET ISTREET A23+0024+0025+0026+0027+0028+0043.28 LF 8" PVCN45° 05' 46.56"E142.39 LF 8" PVCN00° 05' 46.56"ESTA. 24+10.0445° BEND w/ RJN:98131.3085E:204245.6213STA. 24+53.3245° BEND w/ RJN:98161.8637E:204276.2792STA. 25+95.728"x8" TEE w/ RJ8" GV (N,E)N:98304.26E:204276.52STA. 28+53.728"x8" TEE w/ RJ8" GV (S,E)N:98562.26E:204276.95LOT 1LOT 2LOT 10LOT 9TRACT R DELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1LOT 6LOT 8LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2LOT 7LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 10258.00 LF 8" PVCN00° 05' 46.56"ELOT 6LOT 3LOT 4LOT 5STA. 24+98.22 STA. 25+10.22 STA. 25+70.22 STA. 25+82.22 STA. 26+42.22 STA. 26+54.22 STA. 27+26.22 STA. 27+14.22 STA. 27+98.22 STA. 27+86.2236'FL - FL63'ROW9' UTILITY EASEMENT9' UTILITYEASEMENTLOT 9LOT 7LOT 8LOT 10TRACT ODEBLOCK 15BLOCK 19BLOCK 14BLOCK 13LOT 1LOT 2LOT 11BLOCK 3 WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE HSEE SHEET WT13WATERLINE ISEE SHEET WT14 - WT15WATERLINE ISEE SHEET WT14 - WT1549104915492049254930493549404945495049104915492049254930493549404945495022+5023+0024+0025+0026+0027+0028+0029+004929.394929.234929.084928.924928.764926.704929.154929.514929.864930.22 4930.58 4930.93 4931.29 4931.64 4931.95 4932.26 4932.57 4932.88 4933.19 4933.50 4933.81 4934.12 4934.43 4934.74 STA. 23+82.345° VERT. BEND w/ RJT.O.P.=4923.86STA. 23+97.245° VERT. BEND w/ RJT.O.P.=4923.86STA. 24+02.145° VERT. BEND w/ RJT.O.P.=4928.82STA. 23+77.445° VERT. BEND w/ RJT.O.P.=4928.75 STA. 25+95.7 0.1° DEFLECTION T.O.P.=4931.59 STA. 22+58.10.7° DEFLECTIONT.O.P.=4929.49 STA. 24+53.3245° BEND w/ RJT.O.P.=4929.55STA. 24+10.0445° BEND w/ RJT.O.P.=4928.94 STA. 25+95.72 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4931.59 STA. 28+53.72 8"x8" TEE w/ RJ 8" GV (S,E) T.O.P.=4934.79 42" RCP STORMSTA.= 23+89.74INV.= 4925.738" PVC SANITARYSTA.= 24+24.18T.O.P.= 4921.53 8" PVC SANITARY STA.= 28+63.72 T.O.P.= 4924.38 EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND126 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 23+37.22END MECH. RESTRAINTSTA: 24+63.32 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 25+90.72 END MECH. RESTRAINT STA: 26+00.72 80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 27+73.72 END MECH. RESTRAINT STA: 28+53.725' MIN.18" MIN.KEYMAPNORTHWATERLINE BMATCHLINESTA22+50STAMATCH LINE SEE SHEET 22+50WT3 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER)FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT4PLAN AND PROFILE WATERLINE B30 GGGGGGGGS S S S S S S S SSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSUDUDUDUDSSSSSSWWWWWWWWWWWWWWWW SG G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGG GGGGGGGGGG G GGG G G G G G G G G G GEEEEEEEE EEEEEEEEE EEEE E EEEEEEEE EEEEEE EEE EEEEEVAULTVAULTEEEEEEVAULTEEEVAULT E E VAULT EEE E E E E E E E EELEC BRKRE XXXXXXXXXXX X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SS STREET GALLEY KSTREET B STREET A10+0011+0012+0013+0014+00LOT 6LOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 2LOT 1LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9LOT 7LOT 8LOT 10LOT 9LOT 10LOT 7LOT 6LOT 5LOT 4LOT 3LOT 8LOT 7LOT 4LOT 3LOT 5LOT 6LOT 10LOT 8LOT 9LOT 10LOT 11LOT 12LOT 7LOT 8LOT 9STA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)N:98563.11E:203771.45STA. 14+31.008"x8" TEE w/ RJ8" GV (N,E)N:98132.11E:203770.73431.00 LF 8" PVC S00° 05' 46.56"WTRACT GDAEBLOCK 2 BLOCK 8BLOCK 11BLOCK 10STA. 10+91.50 STA. 11+03.50 STA. 11+63.50 STA. 11+75.50 STA. 12+35.50 STA. 12+47.50 STA. 13+07.50 STA. 13+19.50 STA. 13+76.50 STA. 13+79.50 STA. 13+22.50 STA. 13+04.50 STA. 12+50.50 STA. 12+32.50 STA. 11+78.50 STA. 11+60.50 STA. 10+88.50 STA. 11+06.50 STA. 10+34.50 30'8' UTILITYEASEMENTBLOCK 12WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE ESEE SHEET WT10WATERLINE BSEE SHEET WT2 - WT4WATERLINE BSEE SHEET WT2 - WT44915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+0014+508" PVC8" PVCSTA. 10+88.20.4° DEFLECTION T.O.P.=4934.72 STA. 13+97.7 45° VERT. BEND w/ RJ T.O.P.=4931.03 STA. 14+01.0 45° VERT. BEND w/ RJ T.O.P.=4927.75 STA. 14+21.0 45° VERT. BEND w/ RJ T.O.P.=4927.75 STA. 14+24.0 45° VERT. BEND w/ RJ T.O.P.=4930.77 4935.184935.054934.924934.79 4934.58 4934.28 4933.98 4933.69 4933.39 4933.09 4932.79 4932.49 4932.20 4931.90 4931.60 4931.30 4928.74 36" RCP STORM STA.= 14+10.99 INV.= 4929.58EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND8" PVC SANITARY STA.= 14+21.00 INV.= 4920.955' MIN.80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.00 STA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)T.O.P.=4935.18 STA. 14+31.00 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4930.7780 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+51.00 BEGIN MECH. RESTRAINT STA: 14+31.00 KEYMAPNORTHWATERLINE F( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER)FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT11PLAN AND PROFILE WATERLINE F37 GGGGGGGGS S S S S S S S SSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSUDUDUDUDSSSSSSWWWWWWWWWWWWWWWW SG G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGG GGGGGGGGGG G GGG G G G G G G G G G GEEEEEEEE EEEEEEEEE EEEE E EEEEEEEE EEEEEE EEE EEEEEVAULTVAULTEEEEEEVAULTEEEVAULT E E VAULT EEE E E E E E E E EELEC BRKRE XXXXXXXXXXX X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SS STREET GALLEY KSTREET B STREET A10+0011+0012+0013+0014+00LOT 6LOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 2LOT 1LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9LOT 7LOT 8LOT 10LOT 9LOT 10LOT 7LOT 6LOT 5LOT 4LOT 3LOT 8LOT 7LOT 4LOT 3LOT 5LOT 6LOT 10LOT 8LOT 9LOT 10LOT 11LOT 12LOT 7LOT 8LOT 9STA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)N:98563.11E:203771.45STA. 14+31.008"x8" TEE w/ RJ8" GV (N,E)N:98132.11E:203770.73431.00 LF 8" PVC S00° 05' 46.56"WTRACT GDAEBLOCK 2 BLOCK 8BLOCK 11BLOCK 10STA. 10+91.50 STA. 11+03.50 STA. 11+63.50 STA. 11+75.50 STA. 12+35.50 STA. 12+47.50 STA. 13+07.50 STA. 13+19.50 STA. 13+76.50 STA. 13+79.50 STA. 13+22.50 STA. 13+04.50 STA. 12+50.50 STA. 12+32.50 STA. 11+78.50 STA. 11+60.50 STA. 10+88.50 STA. 11+06.50 STA. 10+34.50 30'8' UTILITYEASEMENTBLOCK 12WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE ESEE SHEET WT10WATERLINE BSEE SHEET WT2 - WT4WATERLINE BSEE SHEET WT2 - WT44915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+0014+508" PVC8" PVCSTA. 10+88.20.4° DEFLECTION T.O.P.=4934.72 STA. 13+97.7 45° VERT. BEND w/ RJ T.O.P.=4931.03 STA. 14+01.0 45° VERT. BEND w/ RJ T.O.P.=4927.75 STA. 14+21.0 45° VERT. BEND w/ RJ T.O.P.=4927.75 STA. 14+24.0 45° VERT. BEND w/ RJ T.O.P.=4930.77 4935.184935.054934.924934.79 4934.58 4934.28 4933.98 4933.69 4933.39 4933.09 4932.79 4932.49 4932.20 4931.90 4931.60 4931.30 4928.74 36" RCP STORM STA.= 14+10.99 INV.= 4929.58EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND8" PVC SANITARY STA.= 14+21.00 INV.= 4920.955' MIN.80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.00 STA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)T.O.P.=4935.18 STA. 14+31.00 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4930.7780 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+51.00 BEGIN MECH. RESTRAINT STA: 14+31.00 KEYMAPNORTHWATERLINE F( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER)FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT11PLAN AND PROFILE WATERLINE F37 GGGG SSSSSWWWWWSUDUDUDUD UD UD SSSSSSWWWWWWWWSGG G G G G G G G G G G G G G G GGGGGGGGGG G G GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTEEEE VAULT EEEEEVAULTEEEEE E E E E E E E E E E E EE ESSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTREET B STREET B 13+0014+0015+0016+0017+00 LOT 10LOT 8 LOT 9 LOT 10 LOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 12 LOT 1 LOT 2 LOT 9 BLOCK 11 BLOCK 12 STMH A4 (5' Ø) wB WQ WEIR STA 13+30.35 N: 98151.77 E: 203980.20 STMH A5 STA 17+04.78 N: 98152.38 E: 203605.76 233.86 LF 36" RCP @ 0.50%374.43 LF 36" RCP @ 0.60%EXISTING 30" RCPEXISTING 12" PVC275.21 LF 36" RCP @ 0.50% STORM DRAIN A5 SEE SHEET SD7 STORM DRAIN A4 SEE SHEET SD5 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 12+7513+0014+0015+0016+0017+0017+75 4936.204935.684935.714935.714936.054935.894935.724935.704935.674935.654935.664935.774935.754935.724935.834935.904935.984936.154936.26374.43 LF 36" RCP @ 0.60%STMH A5STA ???RIM 4937.4±INV. IN 4930.57 (W)INV. OUT 4930.57 (E)8" PVC SANITARYSTA.= 15+29.78T.O.P.= 4921.788" PVC SANITARYSTA.= 16+67.28T.O.P.= 4922.498" PVC WATERSTA.= 16+77.28T.O.P.= 4928.608" PVC WATERSTA.= 15+39.78T.O.P.= 4927.77233.86 LF 36" RCP @ 0.50%STMH A4 (5' Ø) wB WQ WEIRSTA 13+30.35RIM 4933.9±INV. IN 4928.31 (W)INV. IN 4929.31 (N)INV. IN 4929.31 (S)INV. OUT 4928.31 (E)8" PVC WATERSTA.= 12+93.69T.O.P.= 4926.33EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 10-YR HGL 30" RCP STORMSTA.= 12+75.42T.O.P.= 4926.1718" MIN. NORTH STORM DRAIN AMATCHLINESTA17+75STAMATCH LINESEE SHEET17+50SD3STAMATCH LINESEE SHEET12+75SD1( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIAL7KHVHGUDZLQJVDUHLQVWUXPHQWVRIVHUYLFHSURYLGHGE\1RUWKHUQ(QJLQHHULQJ6HUYLFHVFQFDQGDUHQRWWREHXVHGIRUDQ\W\SHRIFRQVWUXFWLRQXQOHVVVLJQHGDQGVHDOHGE\D3URIHVVLRQDO(QJLQHHULQWKHHPSOR\RI1RUWKHUQ(QJLQHHULQJ6HUYLFHVFQFNOT FOR CONSTRUCTIONREVIEW SET(1DF1((51DFDGS4N040)L57&LIIF161RUWKERZHV6WUHHW6XLWHD5((I(<WK6WUHHWQRUWKHUQHQJLQHHULQJFRPof 98 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (L.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: IQOet A2 5' T\Se-R PeU DetDLO IQOet A3-1 10' T\Se-R PeU DetDLO IQOet A4-1S 10' T\Se-R PeU DetDLO IQOet A4-2S 12" DUDLQ BDVLQBeehLYe GUDte IQOet A4-3S 12" DUDLQ BDVLQBeehLYe GUDte IQOet A4-4S 12" DUDLQ BDVLQBeehLYe GUDte IQOet A4-5S 12" DUDLQ BDVLQBeehLYe GUDte IQOet A4-1N 15' T\Se-R PeU DetDLO IQOet A4-3N 10' T\Se-R PeU DetDLO IQOet A4-4N 10' T\Se-R PeU DetDLO IQOet A4-5N AUeD IQOet PeU DetDLO IQOet A4-6N AUeD IQOet PeU DetDLO IQOet A6-1N 15' T\Se-R PeU DetDLO IQOet A6-1S 10' T\Se-R PeU DetDLO IQOet A6-2S 15" DUDLQ BDVLQBeehLYe GUDte IQOet A6-3S 15" DUDLQ BDVLQBeehLYe GUDte IQOet A6-4S 15" DUDLQ BDVLQBeehLYe GUDte IQOet A7 15' T\Se-R PeU DetDLO IQOet C2 5' T\Se-R PeU DetDLO IQOet C3 10' T\Se-R PeU DetDLO IQOet D2 5' T\Se-R PeU DetDLO IQOet D3 5' T\Se-R PeU DetDLO IQOet D4 AUeD IQOet PeU DetDLO IQOet E2 10' T\Se-R PeU DetDLO IQOet F2 12" DUDLQ BDVLQBeehLYe GUDte IQOet F3 12" DUDLQ BDVLQBeehLYe GUDte IQOet F4 12" DUDLQ BDVLQBeehLYe GUDte IQOet F5 12" DUDLQ BDVLQBeehLYe GUDte OXtOet B2 PoQG OXtOet PeU DetDLOMATCHLINESTA12+75SD1SD2SD3 SD2 PLAN AND PROFILESTORM DRAIN A43 GGGG SSSSSWWWWWSUDUDUDUD UD UD SSSSSSWWWWWWWWSGG G G G G G G G G G G G G G G GGGGGGGGGG G G GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTEEEE VAULT EEEEEVAULTEEEEE E E E E E E E E E E E EE ESSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTREET B STREET B 13+0014+0015+0016+0017+00 LOT 10LOT 8 LOT 9 LOT 10 LOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 12 LOT 1 LOT 2 LOT 9 BLOCK 11 BLOCK 12 STMH A4 (5' Ø) w_ WQ WEIR STA 13+30.35 N: 98151.77 E: 203980.20 STMH A5 STA 17+04.78 N: 98152.38 E: 203605.76 233.86 LF 36" RCP @ 0.50%374.43 LF 36" RCP @ 0.60%EXISTING 30" RCPEXISTING 12" PVC275.21 LF 36" RCP @ 0.50% STORM DRAIN A5 SEE SHEET SD7 STORM DRAIN A4 SEE SHEET SD5 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 12+7513+0014+0015+0016+0017+0017+75 4936.204935.684935.714935.714936.054935.894935.724935.704935.674935.654935.664935.774935.754935.724935.834935.904935.984936.154936.26374.43 LF 36" RCP @ 0.60%STMH A5STA ???RIM 4937.4±INV. IN 4930.57 (W)INV. OUT 4930.57 (E)8" PVC SANITARYSTA.= 15+29.78T.O.P.= 4921.788" PVC SANITARYSTA.= 16+67.28T.O.P.= 4922.498" PVC WATERSTA.= 16+77.28T.O.P.= 4928.608" PVC WATERSTA.= 15+39.78T.O.P.= 4927.77233.86 LF 36" RCP @ 0.50%STMH A4 (5' Ø) w_ WQ WEIRSTA 13+30.35RIM 4933.9±INV. IN 4928.31 (W)INV. IN 4929.31 (N)INV. IN 4929.31 (S)INV. OUT 4928.31 (E)8" PVC WATERSTA.= 12+93.69T.O.P.= 4926.33EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 10-YR HGL 30" RCP STORMSTA.= 12+75.42T.O.P.= 4926.1718" MIN. NORTH STORM DRAIN AMATCHLINESTA17+75STAMATCH LINESEE SHEET17+50SD3STAMATCH LINESEE SHEET12+75SD1( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per DetailMATCHLINESTA12+75SD1SD2SD3 SD2 PLAN AND PROFILESTORM DRAIN A43IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWSSSSSSSSSSWSWSWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E EEEEEEEE E E EEEE EVAULT E E EE E EEE E E E E EEEE9+7610+0011+0018+0019+0020+0021+0022+00 275.21 LF 36" RCP @ 0.50% 262.46 LF 36" RCP @ 0.70% STMH A7 STA:22+42.45 N: 98153.29 E: 203068.10 5.00 LF 24" RCP @ 0.50% LOT 3LOT 2LOT 1 LOT 12LOT 1 BLOCK 10LOT 8LOT 5 LOT 6 LOT 7LOT 4 LOT 12LOT 1 BLOCK 9262.46 LF 36" RCP @ 0.70% STMH A6 STA: 19+79.99 N: 98152.85 E: 203330.55 275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50% 275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50% STORM DRAIN A6 SEE SHEET SD4 INLET A8 (ON-GRADE) STA: 22+42.45 N: 98158.29 E: 203068.10 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 17+7518+0019+0020+0021+0022+0022+75 275.21 LF 36" RCP @ 0.50%8" PVC WATERSTA.= 22+11.78T.O.P.= 4931.788" PVC SANITARYSTA.= 22+01.78T.O.P.= 4925.368" PVC WATERSTA.= 19+25.78T.O.P.= 4929.888" PVC SANITARYSTA.= 19+35.78T.O.P.= 4924.06INLET A8 (ON-GRADE)STA 22+47.45RIM 4939.6±INV. OUT 4933.82 (S)5.00 LF 24" RCP @ 0.50% 262.46 LF 36" RCP @ 0.70%STMH A7STA 22+42.45RIM 4939.8±INV. IN 4933.79 (N)INV. OUT 4933.79 (E)STMH A6STA 19+79.99RIM 4938.3±INV. IN 4931.96 (W)INV. IN 4932.96 (N)INV. IN 4932.96 (S)INV. OUT 4931.96 (E)EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 4936.474936.584936.774936.894937.084937.204937.334937.454937.534937.774938.224938.804939.574939.734939.714939.914940.064940.204940.4310-YR HGL 18" MIN. NORTH STORM DRAIN A STAMATCH LINESEE SHEET17+75SD2( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per DetailMATCHLINESTA17+75SD1SD2SD3 SD3 PLAN AND PROFILESTORM DRAIN A44 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWSSSSSSSSSSWSWSWGGGGG G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGG G G G G G G GEEEEEEEEEE EEEEEEEEEEEE E E E E EEEEEEEEEEEEEEE E E E E E EEEEEEEE E E EEEE EVAULT E E EE E EEE E E E E EEEE9+7610+0011+0018+0019+0020+0021+0022+00 275.21 LF 36" RCP @ 0.50% 262.46 LF 36" RCP @ 0.70% STMH A7 STA:22+42.45 N: 98153.29 E: 203068.10 5.00 LF 24" RCP @ 0.50% LOT 3LOT 2LOT 1 LOT 12LOT 1 BLOCK 10LOT 8LOT 5 LOT 6 LOT 7LOT 4 LOT 12LOT 1 BLOCK 9262.46 LF 36" RCP @ 0.70% STMH A6 STA: 19+79.99 N: 98152.85 E: 203330.55 275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50% 275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50% STORM DRAIN A6 SEE SHEET SD4 INLET A8 (ON-GRADE) STA: 22+42.45 N: 98158.29 E: 203068.10 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 17+7518+0019+0020+0021+0022+0022+75 275.21 LF 36" RCP @ 0.50%8" PVC WATERSTA.= 22+11.78T.O.P.= 4931.788" PVC SANITARYSTA.= 22+01.78T.O.P.= 4925.368" PVC WATERSTA.= 19+25.78T.O.P.= 4929.888" PVC SANITARYSTA.= 19+35.78T.O.P.= 4924.06INLET A8 (ON-GRADE)STA 22+47.45RIM 4939.6±INV. OUT 4933.82 (S)5.00 LF 24" RCP @ 0.50% 262.46 LF 36" RCP @ 0.70%STMH A7STA 22+42.45RIM 4939.8±INV. IN 4933.79 (N)INV. OUT 4933.79 (E)STMH A6STA 19+79.99RIM 4938.3±INV. IN 4931.96 (W)INV. IN 4932.96 (N)INV. IN 4932.96 (S)INV. OUT 4931.96 (E)EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 4936.474936.584936.774936.894937.084937.204937.334937.454937.534937.774938.224938.804939.574939.734939.714939.914940.064940.204940.4310-YR HGL 18" MIN. NORTH STORM DRAIN A STAMATCH LINESEE SHEET17+75SD2( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per DetailMATCHLINESTA17+75SD1SD2SD3 SD3 PLAN AND PROFILESTORM DRAIN A44 WEEPING WILLOW DRIVESSSSSWWWWWWSSSSSSIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR WWWW WWWW WWW WSSSS SSS SS SS SS SSSSSWSWSW WWWWWWWWG G GGGGGGGG G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGEEEEEEE E EEEE E E E EEEEEEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTVAULTEVAULTVAULTE E E E E E VAULTVAULTEEEEEEEE E E E E E FOELECBRKRXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUWEEPING WILLOW DRIVE IR OUTLET A1 STA 10+00.00 N: 97998.76 E: 203531.00 IRMH A2 STA 10+95.25 N: 98094.01 E: 203531.16 98.54 LF 2 4 " H D P E @ 0 . 5 0 % 95.25 LF 24" HDPE @ 0.50% IRMH A3 STA 11+93.79 N: 98190.05 E: 203509.08 336.00 LF 24" HDPE @ 2.34% IRMH A4 STA 15+29.79 N: 98526.05 E: 203509.64 98.54 L F 2 4 " H D P E @ 0 . 5 0 % WEEPING WILLOW DRIVE STREET G STREET ASTREET BLOT 5 LOT 4 LOT 2 LOT 1 LOT 19 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 8 LOT 1 LOT 2 LOT 4 LOT 3 LOT 5 LOT 1LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 TRACT V DE 10+0011+00 12+0013+0014+0015+00 16+00 17+00 18+00BLOCK 10 BLOCK 9 20' 32' DRAINAGE EASEMENTBLOCK 2BLOCK 8BLOCK 74915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0014+0015+0016+00 4935.994937.754939.444938.964938.534938.444938.924939.474939.994940.504940.974941.434941.714941.924942.184942.484942.794943.094943.404943.734944.074944.314943.854943.9198.54 LF 24" HDPE @ 0.50%IRMH A4STA 15+29.79RIM 4944.1±INV. IN 4934.89 (N)INV. OUT 4934.89 (S)336.00 L F 2 4 " H D P E @ 2 . 3 4 %IRMH A3STA 11+93.79RIM 4939.3±INV. IN 4927.04 (N)INV. OUT 4927.04 (S)98.54 LF 24" HDPE @ 0.50%IRMH A2STA 10+95.25RIM 4939.0±INV. IN 4926.55 (N)INV. OUT 4926.59 (S)95.25 LF 24" HDPE @ 0.50%IR OUTLET A1STA 10+00.00RIM 4937.0±INV. IN 4926.11 (N)PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 36" RCP STORMSTA.= 11+55.30INV.= 4931.018" PVC SANITARYSTA.= 11+45.03T.O.P.= 4922.9418" MIN. SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH IRRIGATION AMATCHLINESTA16+00( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR1 PLAN AND PROFILEIRRIGATION A54 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 CONSTRUCTION SHALL BE PER (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM AND MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV WEEPING WILLOW DRIVESSSSSWWWWWWSSSSSSIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR WWWW WWWW WWW WSSSS SSS SS SS SS SSSSSWSWSW WWWWWWWWG G GGGGGGGG G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGEEEEEEE E EEEE E E E EEEEEEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTVAULTEVAULTVAULTE E E E E E VAULTVAULTEEEEEEEE E E E E E FOHYDELECBRKREXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUWEEPING WILLOW DRIVE IR OUTLET A1 STA 10+00.00 N: 97998.76 E: 203531.00 IRMH A2 STA 10+95.25 N: 98094.01 E: 203531.16 98.54 LF 2 4 " H D P E @ 0 . 5 0 % 95.25 LF 24" HDPE @ 0.50% IRMH A3 STA 11+93.79 N: 98190.05 E: 203509.08 336.00 LF 24" HDPE @ 2.34% IRMH A4 STA 15+29.79 N: 98526.05 E: 203509.64 98.54 L F 2 4 " H D P E @ 0 . 5 0 % WEEPING WILLOW DRIVE STREET G STREET ASTREET BLOT 5 LOT 4 LOT 2 LOT 1 LOT 19 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 8 LOT 1 LOT 2 LOT 4 LOT 3 LOT 5 LOT 1LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 TRACT V DE 10+0011+00 12+0013+0014+0015+00 16+00 17+00 18+00BLOCK 10 BLOCK 9 20' 32' DRAINAGE EASEMENTBLOCK 2BLOCK 8BLOCK 74915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0014+0015+0016+00 4935.994937.754939.444938.964938.534938.444938.924939.474939.994940.504940.974941.434941.714941.924942.184942.484942.794943.094943.404943.734944.074944.314943.854943.9198.54 LF 24" HDPE @ 0.50%IRMH A4STA 15+29.79RIM 4944.1±INV. IN 4934.89 (N)INV. OUT 4934.89 (S)336.00 L F 2 4 " H D P E @ 2 . 3 4 %IRMH A3STA 11+93.79RIM 4939.3±INV. IN 4927.04 (N)INV. OUT 4927.04 (S)98.54 LF 24" HDPE @ 0.50%IRMH A2STA 10+95.25RIM 4939.0±INV. IN 4926.55 (N)INV. OUT 4926.59 (S)95.25 LF 24" HDPE @ 0.50%IR OUTLET A1STA 10+00.00RIM 4937.0±INV. IN 4926.11 (N)PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 36" RCP STORMSTA.= 11+55.30INV.= 4931.018" PVC SANITARYSTA.= 11+45.03T.O.P.= 4922.9418" MIN. SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH IRRIGATION AMATCHLINESTA16+00( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR1 PLAN AND PROFILEIRRIGATION A54 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 CONSTRUCTION SHALL BE PER (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM AND MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV GGS S S S S S S SSSSWWWWWWWWSIRR IRR IRR IRR IRRIRRIRRIRRIRRWWWWWWW WWWWSSSSSS S S S S S SW WWWWWWGG G G G G G G G G G G GGGGGGGGGGGGGGGG G G G GGGGGGGGG GGGGGGGEEEEEEEEEEEEEEEEEE EEEEE EEE EE E E E EEEEEEEE EEVAULT VAULTE EE EEEEEFO HY DX X X X X X X X X XXXXXXXXXX FALCON RIDGE DRIVE WEEPING WILLOW DRIVEIRMH A5 STA 16+28.34 N: 98622.01 E: 203532.05 75.50 LF 24" HDPE @ 0.50% IRMH A6 STA 17+03.84 N: 98697.51 E: 203532.18 176.73 LF 24" HDPE @ 0.54% IR INLET A8 STA 18+94.33 N: 98707.98 E: 203346.17 STREET EWEEPING WILLOW DRIVESTREET GALLEY KSTREET A LOT 5LOT 4 LOT 3 LOT 2LOT 1LOT 19 LOT 6 LOT 7 15+0016+0017+0018+00 LOT 14 LOT 18LOT 17LOT 16 LOT 15 LOT 13 LOT 6 LOT 7LOT 6 LOT 9 LOT 10 LOT 7 BLOCK 9BLOCK 1 TRACT A 20' TRACT B DE BLOCK 10BLOCK 11IRMH A7 STA 18+80.56 N: 98697.80 E: 203355.45 13.77 LF 24" HDPE @ 0.54% 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 16+0017+0018+0019+0019+50 4945.034945.514944.314944.804945.304944.444944.804945.164946.564946.324946.25IR INLET A8STA 18+94.33RIM 4948.5±INV. OUT 4936.78 (SE)176.73 LF 24" HDPE @ 0.54%IRMH A6STA 17+03.84RIM 4944.1±INV. IN 4935.76 (W)INV. OUT 4935.76 (S)IRMH A5STA 16+28.34RIM 4944.4±INV. IN 4935.38 (N)INV. OUT 4935.38 (S)75.50 LF 24" HDPE @ 0.50% PROPOSED GROUND EXISTING GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINEIRMH A7STA 18+80.56RIM 4947.5±INV. IN 4936.71 (NW)INV. OUT 4936.71 (E)13.77 LF 24" HDPE @ 0.54% SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH IRRIGATION A CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. MAT C H LIN E STA 16+ 0 0 STAMATCH LINESEE SHEET16+00IR1( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR2 PLAN AND PROFILEIRRIGATION A55 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 CONSTRUCTION SHALL BE PER (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM AND MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV GGS S S S S S S SSSSWWWWWWWWSIRR IRR IRR IRR IRRIRRIRRIRRIRRWWWWWWW WWWWSSSSSS S S S S S SW WWWWWWGG G G G G G G G G G G GGGGGGGGGGGGGGGG G G G GGGGGGGGG GGGGGGGEEEEEEEEEEEEEEEEEE EEEEE EEE EE E E E EEEEEEEE EEVAULT VAULTE EE EEEEEFO HY DX X X X X X X X X XXXXXXXXXX FALCON RIDGE DRIVE WEEPING WILLOW DRIVEIRMH A5 STA 16+28.34 N: 98622.01 E: 203532.05 75.50 LF 24" HDPE @ 0.50% IRMH A6 STA 17+03.84 N: 98697.51 E: 203532.18 176.73 LF 24" HDPE @ 0.54% IR INLET A8 STA 18+94.33 N: 98707.98 E: 203346.17 STREET EWEEPING WILLOW DRIVESTREET GALLEY KSTREET A LOT 5LOT 4 LOT 3 LOT 2LOT 1LOT 19 LOT 6 LOT 7 15+0016+0017+0018+00 LOT 14 LOT 18LOT 17LOT 16 LOT 15 LOT 13 LOT 6 LOT 7LOT 6 LOT 9 LOT 10 LOT 7 BLOCK 9BLOCK 1 TRACT A 20' TRACT B DE BLOCK 10BLOCK 11IRMH A7 STA 18+80.56 N: 98697.80 E: 203355.45 13.77 LF 24" HDPE @ 0.54% 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 16+0017+0018+0019+0019+50 4945.034945.514944.314944.804945.304944.444944.804945.164946.564946.324946.25IR INLET A8STA 18+94.33RIM 4948.5±INV. OUT 4936.78 (SE)176.73 LF 24" HDPE @ 0.54%IRMH A6STA 17+03.84RIM 4944.1±INV. IN 4935.76 (W)INV. OUT 4935.76 (S)IRMH A5STA 16+28.34RIM 4944.4±INV. IN 4935.38 (N)INV. OUT 4935.38 (S)75.50 LF 24" HDPE @ 0.50% PROPOSED GROUND EXISTING GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINEIRMH A7STA 18+80.56RIM 4947.5±INV. IN 4936.71 (NW)INV. OUT 4936.71 (E)13.77 LF 24" HDPE @ 0.54% SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH IRRIGATION A CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. MAT C H LIN E STA 16+ 0 0 STAMATCH LINESEE SHEET16+00IR1( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR2 PLAN AND PROFILEIRRIGATION A55 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 CONSTRUCTION SHALL BE PER (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM AND MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTVGSW IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRWWSSSSSS2WSSSS2WS2W2WS2W2WGGGGGG G G G G G G G G G GGGG GGGGGGGGGGE E EEEEEEEEEEVAULT VAULT VAULTEEEEEE E E E E E E E E E E E E E E E E E E EEEEEEE WWSS WWSS WWSS WWSS WWSS W SWSS ELEC ELEC ELEC BRKRE VAULT F.O. FOHYDFESXX X X FOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX XCORONA AVENUESTREET ACORONA AVETIMBERLINE ROAD10+0011+0012+0013+0014+0012.34 LF 24" HDPE @ 2.00% IR INLET B4 STA 14+46.50 N: 98707.80 E: 204750.46 IRMH B3 STA 14+34.17 N: 98695.46 E: 204750.44 217.03 LF 24" HDPE @ 3.50% IRMH B2 STA 12+17.14 N: 98695.10 E: 204967.47 217.15 LF 24" HDPE @ 0.50% IR OUTLET B1 STA 10+00.00 N: 98477.95 E: 204967.11 LOT 6LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2 TRACT T DE TRACT U DE LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 2 LOT 3 LOT 1 LOT 14 TRACT D DE TRACT L DE BLOCK 4BLOCK 3 BLOCK 17BLOCK 18ALLEY N30' 15' 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+5010+0011+0012+0013+0014+0015+00 IR INLET B4STA 14+46.50RIM 4941.9±INV. OUT 4937.42 (S)12.34 LF 24" HDPE @ 2.00%IRMH B3STA 14+34.17RIM 4943.0±INV. IN 4937.17 (N)INV. OUT 4937.17 (E)217.0 3 L F 2 4 " H D P E @ 3 . 5 0 %IRMH B2STA 12+17.14RIM 4939.6±INV. IN 4929.57 (W)INV. OUT 4929.57 (S)217.15 LF 24" HDPE @ 0.50%IR OUTLET B1STA 10+00.00RIM 4938.3±INV. IN 4928.49 (N)4937.834938.154938.324934.814933.784936.634936.384936.684937.024937.544938.064939.754940.134940.594941.064941.404941.754942.164942.604942.91PROPOSED GROUND EXISTING GROUND 8" PVC SANITARY STA.=10+93.19 INV.=4926.61 EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH IRRIGATION B CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR3 PLAN AND PROFILEIRRIGATION B56 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 CONSTRUCTION SHALL BE PER (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM AND MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV GS W IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRWWSSSSSS2WSSSS2WS2W2WS2W2WGGGGGG G G G G G G G G G GGGG GGGGGGGGGGE E EEEEEEEEEEVAULT VAULT VAULTEEEEEE E E E E E E E E E E E E E E E E E E EEEEEEE WWSS WWSS WWSS WWSS WWSS W SWSS ELEC ELEC ELEC BRKRE VAULT F.O. FOHYDFESXX X X FOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX XCORONA AVENUESTREET ACORONA AVETIMBERLINE ROAD10+0011+0012+0013+0014+0012.34 LF 24" HDPE @ 2.00% IR INLET B4 STA 14+46.50 N: 98707.80 E: 204750.46 IRMH B3 STA 14+34.17 N: 98695.46 E: 204750.44 217.03 LF 24" HDPE @ 3.50% IRMH B2 STA 12+17.14 N: 98695.10 E: 204967.47 217.15 LF 24" HDPE @ 0.50% IR OUTLET B1 STA 10+00.00 N: 98477.95 E: 204967.11 LOT 6LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2 TRACT T DE TRACT U DE LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 2 LOT 3 LOT 1 LOT 14 TRACT D DE TRACT L DE BLOCK 4BLOCK 3 BLOCK 17BLOCK 18ALLEY N30' 15' 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+5010+0011+0012+0013+0014+0015+00 IR INLET B4STA 14+46.50RIM 4941.9±INV. OUT 4937.42 (S)12.34 LF 24" HDPE @ 2.00%IRMH B3STA 14+34.17RIM 4943.0±INV. IN 4937.17 (N)INV. OUT 4937.17 (E)217.0 3 L F 2 4 " H D P E @ 3 . 5 0 %IRMH B2STA 12+17.14RIM 4939.6±INV. IN 4929.57 (W)INV. OUT 4929.57 (S)217.15 LF 24" HDPE @ 0.50%IR OUTLET B1STA 10+00.00RIM 4938.3±INV. IN 4928.49 (N)4937.834938.154938.324934.814933.784936.634936.384936.684937.024937.544938.064939.754940.134940.594941.064941.404941.754942.164942.604942.91PROPOSED GROUND EXISTING GROUND 8" PVC SANITARY STA.=10+93.19 INV.=4926.61 EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 KEYMAP NORTH IRRIGATION B CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR3 PLAN AND PROFILEIRRIGATION B56 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 CONSTRUCTION SHALL BE PER (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM AND MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTVLINDEN PARKP.D.P., 1ST REPLATLOT 18LOT 17LOT 16LOT 15LOT 14LOT 13LINDEN PARKP.D.P., 1ST REPLATSTA. = 10+00.00 (STREET E) STA. = 12+63.21 (STREET B) SEE SHEET R5 - R6 ∆STREET E LOT 12 LOT 18 LOT 17 LOT 16 LOT 14 LOT 15 LOT 13 LOT 5 LOT 5 LOT 3 LOT 6 LOT 2 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 4LOT 3LOT 2 LOT 6 LOT 1 LOT 4 TRACT A30' FL - FL 59' ROW ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER STOP SIGN w/ STREET NAME 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ ∆ ∆STREET ASEE SHEET R5 - R6 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.784940.684942.144943.604945.064946.524947.104945.674944.174942.674939.594939.954940.324941.054941.414941.784942.514942.874943.244943.964944.334944.694945.424945.794946.154946.884947.144947.214946.804946.424946.054945.304944.924944.554943.804943.424943.054942.324941.974941.622.20% -2.20%-2.00% 2.00% 1.46% -1.50% -1.40%PVI STA = 9+86.17PVI ELEV = 4939.48PVI STA = 10+00.00PVI ELEV = 4939.78PVI STA = 10+13.00PVI ELEV = 4939.49PVI STA = 10+16.00PVI ELEV = 4939.43PVI STA = 10+19.83PVI ELEV = 4939.51PVI STA = 19+02.69PVI ELEV = 4942.63100.0' VC HP ELEV = 4947.21 HP STA = 15+72.13 PVI STA = 15+72.82 PVI ELEV = 4947.58BVCS: 15+22.82BVCE: 4946.85EVCS: 16+22.82EVCE: 4946.83A.D. = 2.96 K = 33.7936" RCP STORMSTA.= 10+10.00INV.= 4933.51PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GROUND EXISTING GROUND 24" HDPE IRRIGATIONSTA.= 18+17.02INV.= 4935.134930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.884940.264941.724943.184944.334945.404946.784945.804944.314942.814939.524939.754939.994940.634940.994941.364942.094942.454942.824943.554943.874944.104944.554944.774945.044945.864946.304946.634946.754946.544946.184945.434945.054944.684943.934943.564943.184942.444942.064941.69-1.50% -1.50% 1.46% 1.29%0.91% -1.38% 0.88% 1.46% 2.06% 1.28%1.59% 0.95%PVI STA = 9+86.17PVI ELEV = 4939.57PVI STA = 10+00.00PVI ELEV = 4939.88PVI STA = 10+13.00PVI ELEV = 4939.59PVI STA = 10+16.00PVI ELEV = 4939.43PVI STA = 10+94.00PVI ELEV = 4940.17PVI STA = 13+25.00PVI ELEV = 4943.55PVI STA = 13+52.55PVI ELEV = 4943.90PVI STA = 13+86.25PVI ELEV = 4944.21PVI STA = 14+61.49PVI ELEV = 4944.87PVI STA = 14+86.49PVI ELEV = 4945.19PVI STA = 15+11.49PVI ELEV = 4945.59PVI STA = 15+36.49PVI ELEV = 4946.10PVI STA = 17+08.25PVI ELEV = 4945.68PVI STA = 19+75.42PVI ELEV = 4941.68100.0' VC HP ELEV = 4946.79 HP STA = 16+08.63 PVI STA = 16+09.31 PVI ELEV = 4947.16BVCS: 15+59.31BVCE: 4946.43EVCS: 16+59.31EVCE: 4946.41A.D. = 2.96 K = 33.7936" RCP STORMSTA.= 10+10.00INV.= 4933.6124" HDPE IRRIGATIONSTA.= 18+57.66INV.= 4935.21PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.684940.264941.724943.184944.784946.404946.384944.874943.374941.894939.344939.644939.944940.634940.994941.364942.094942.454942.824943.554943.914944.284945.314945.674946.044946.674946.764946.664946.004945.624945.254944.504944.124943.754942.994942.624942.244941.544941.194940.831.46%-1.51% 1.21% 1.46% 2.44% -1.50% -1.40% -1.40%PVI STA = 9+86.17PVI ELEV = 4939.38PVI STA = 10+00.00PVI ELEV = 4939.68PVI STA = 10+13.00PVI ELEV = 4939.40PVI STA = 10+16.00PVI ELEV = 4939.23PVI STA = 10+94.00PVI ELEV = 4940.17PVI STA = 13+85.54PVI ELEV = 4944.43PVI STA = 14+16.06PVI ELEV = 4945.18PVI STA = 16+48.53PVI ELEV = 4945.65PVI STA = 18+79.12PVI ELEV = 4942.18PVI STA = 19+14.70PVI ELEV = 4941.68100.0' VC HP ELEV = 4946.76 HP STA = 15+49.20 PVI STA = 15+50.00 PVI ELEV = 4947.13BVCS: 15+00BVCE: 4946.40EVCS: 16+00EVCE: 4946.38A.D. = 2.97 K = 33.71 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND36" RCP STORMSTA.= 10+10.00INV.= 4933.4024" HDPE IRRIGATIONSTA.= 17+89.98INV.= 4935.06IRR IRR IRR IRRIRRIRRIRRLOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9 LOT 8 LINDEN PARK P.D.P., 1ST REPLAT STA. = 16+71.76 (STREET A) STA. = 11+31.50 (WEEPING WILLOW DRIVE) STA. = 19+40.26 (STREET A) STA. = 10+00.00 (STREET G) SEE SHEET SEE SHEETS 5' SIDEWALK STREET A LOT 6 LOT 18LOT 17 LOT 5 BLOCK 1 LOT 1 LOT 5LOT 4LOT 3LOT 2 LOT 6 LOT 7LOT 7 TRACT B DE BLOCK 10BLOCK 9 LOT 19LOT 18 LOT 17 5' SIDEWALK 58' ROW 30' FL - FL 87.4° 92.6° 58' ROW 30' FL - FL ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER ROLL OVER CURB & GUTTER 9' UTILITY EASEMENT 9' UTILITY EASEMENT SEE SHEETS SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 MATCH LINE STA 15+00 STREET E R1 PLAN AND PROFILESTREET E & STREET A57 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE STREET E & STREET A SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET E & STREET A SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET E & STREET A SCALE : 1" = 50' (H) 1" = 5' (V) R2 R3 R1 R1 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. before you dig.Call RMATCHLINESTA15+00MATCHLINESTA20+00STREET A NORTHNORTH LINDEN PARKP.D.P., 1ST REPLATLOT 18LOT 17LOT 16LOT 15LOT 14LOT 13LINDEN PARKP.D.P., 1ST REPLATSTA. = 10+00.00 (STREET E) STA. = 12+63.21 (STREET B) STREET B SEE SHEET R5 - R6 ∆STREET E LOT 12 LOT 18 LOT 17 LOT 16 LOT 14 LOT 15 LOT 13 LOT 5 LOT 5 LOT 3 LOT 6 LOT 2 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 4LOT 3LOT 2 LOT 6 LOT 1 LOT 4 TRACT A30' FL - FL 59' ROW ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER STOP SIGN w/ STREET NAME 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ ∆ ∆STREET ASTREET B SEE SHEET R5 - R6 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.784940.684942.144943.604945.064946.524947.104945.674944.174942.674939.594939.954940.324941.054941.414941.784942.514942.874943.244943.964944.334944.694945.424945.794946.154946.884947.144947.214946.804946.424946.054945.304944.924944.554943.804943.424943.054942.324941.974941.622.20% -2.20%-2.00% 2.00% 1.46% -1.50% -1.40%PVI STA = 9+86.17PVI ELEV = 4939.48PVI STA = 10+00.00PVI ELEV = 4939.78PVI STA = 10+13.00PVI ELEV = 4939.49PVI STA = 10+16.00PVI ELEV = 4939.43PVI STA = 10+19.83PVI ELEV = 4939.51PVI STA = 19+02.69PVI ELEV = 4942.63100.0' VC HP ELEV = 4947.21 HP STA = 15+72.13 PVI STA = 15+72.82 PVI ELEV = 4947.58BVCS: 15+22.82BVCE: 4946.85EVCS: 16+22.82EVCE: 4946.83A.D. = 2.96 K = 33.7936" RCP STORMSTA.= 10+10.00INV.= 4933.51PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GROUND EXISTING GROUND 24" HDPE IRRIGATIONSTA.= 18+17.02INV.= 4935.134930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.884940.264941.724943.184944.334945.404946.784945.804944.314942.814939.524939.754939.994940.634940.994941.364942.094942.454942.824943.554943.874944.104944.554944.774945.044945.864946.304946.634946.754946.544946.184945.434945.054944.684943.934943.564943.184942.444942.064941.69-1.50% -1.50% 1.46% 1.29%0.91% -1.38% 0.88% 1.46% 2.06% 1.28%1.59% 0.95%PVI STA = 9+86.17PVI ELEV = 4939.57PVI STA = 10+00.00PVI ELEV = 4939.88PVI STA = 10+13.00PVI ELEV = 4939.59PVI STA = 10+16.00PVI ELEV = 4939.43PVI STA = 10+94.00PVI ELEV = 4940.17PVI STA = 13+25.00PVI ELEV = 4943.55PVI STA = 13+52.55PVI ELEV = 4943.90PVI STA = 13+86.25PVI ELEV = 4944.21PVI STA = 14+61.49PVI ELEV = 4944.87PVI STA = 14+86.49PVI ELEV = 4945.19PVI STA = 15+11.49PVI ELEV = 4945.59PVI STA = 15+36.49PVI ELEV = 4946.10PVI STA = 17+08.25PVI ELEV = 4945.68PVI STA = 19+75.42PVI ELEV = 4941.68100.0' VC HP ELEV = 4946.79 HP STA = 16+08.63 PVI STA = 16+09.31 PVI ELEV = 4947.16BVCS: 15+59.31BVCE: 4946.43EVCS: 16+59.31EVCE: 4946.41A.D. = 2.96 K = 33.7936" RCP STORMSTA.= 10+10.00INV.= 4933.6124" HDPE IRRIGATIONSTA.= 18+57.66INV.= 4935.21PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.684940.264941.724943.184944.784946.404946.384944.874943.374941.894939.344939.644939.944940.634940.994941.364942.094942.454942.824943.554943.914944.284945.314945.674946.044946.674946.764946.664946.004945.624945.254944.504944.124943.754942.994942.624942.244941.544941.194940.831.46%-1.51% 1.21% 1.46% 2.44% -1.50% -1.40% -1.40%PVI STA = 9+86.17PVI ELEV = 4939.38PVI STA = 10+00.00PVI ELEV = 4939.68PVI STA = 10+13.00PVI ELEV = 4939.40PVI STA = 10+16.00PVI ELEV = 4939.23PVI STA = 10+94.00PVI ELEV = 4940.17PVI STA = 13+85.54PVI ELEV = 4944.43PVI STA = 14+16.06PVI ELEV = 4945.18PVI STA = 16+48.53PVI ELEV = 4945.65PVI STA = 18+79.12PVI ELEV = 4942.18PVI STA = 19+14.70PVI ELEV = 4941.68100.0' VC HP ELEV = 4946.76 HP STA = 15+49.20 PVI STA = 15+50.00 PVI ELEV = 4947.13BVCS: 15+00BVCE: 4946.40EVCS: 16+00EVCE: 4946.38A.D. = 2.97 K = 33.71 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND36" RCP STORMSTA.= 10+10.00INV.= 4933.4024" HDPE IRRIGATIONSTA.= 17+89.98INV.= 4935.06IRR IRR IRR IRRIRRIRRIRRLOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9 LOT 8 LINDEN PARK P.D.P., 1ST REPLAT STA. = 16+71.76 (STREET A) STA. = 11+31.50 (WEEPING WILLOW DRIVE) STA. = 19+40.26 (STREET A) STA. = 10+00.00 (STREET G) STREET G SEE SHEET R10 WEEPING WILLOW DRIVE SEE SHEETS R11 - R12 5' SIDEWALK STREET A LOT 6 LOT 18LOT 17 LOT 5 BLOCK 1 LOT 1 LOT 5LOT 4LOT 3LOT 2 LOT 6 LOT 7LOT 7 TRACT B DE BLOCK 10BLOCK 9 LOT 19LOT 18 LOT 17 5' SIDEWALK 58' ROW 30' FL - FL 87.4° 92.6° 58' ROW 30' FL - FL ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER ROLL OVER CURB & GUTTER 9' UTILITY EASEMENT 9' UTILITY EASEMENT WEEPING WILLOW DRIVE SEE SHEETS R11 - R12 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 MATCH LINE STA 15+00 STREET E R1 PLAN AND PROFILESTREET E & STREET A57 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE STREET E & STREET A SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET E & STREET A SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET E & STREET A SCALE : 1" = 50' (H) 1" = 5' (V) R2 R3 R1 R1 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. before you dig.Call RMATCHLINESTA15+00MATCHLINESTA20+00STREET A NORTHNORTH IRR IRR IRR IRR IRRIRRIRRIRRFE SXSTREET A LINDEN PARK P.D.P., 1ST REPLAT LOT 1 TRACT D DE LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 6 TRACT L DE TIMBERLINE ROADBLOCK 4 BLOCK 4 5' SIDEWALK 5' SIDEWALK TRACT L DE LOT 3 58' ROW30' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT15' UTILITYEASEMENT24" IRRIGATION LATERAL FUTURE CURB & GUTTER 5' SIDEWALKFESCORONA AVENUE ALLEY N SEE SHEET R16 STREET A SEE SHEETS R1 - R3 LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 159' ROW 30' FL-FL LOT 7LOT 6TRACT J AE TRACT K UDA&EAE LOT 2LOT 3LOT 1LOT 6LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 6LOT 4LOT 5BLOCK 16 BLOCK 17 BLOCK 18 LOT 7LOT 1LOT 13 LOT 12 LOT 14 BLOCK 3 LOT 1 LOT 3 LOT 2 BLOCK 4 ROLL OVER CURB & GUTTER TRACT L DE 5' SIDEWALK 5' SIDEWALK 6' CONCRETE PAN STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT STA. = 11+31.50 (STREET J) STA. = 10+00.00 (ALLEY L) STA. = 29+21.76 (STREET A) 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004938.464937.054936.594937.194937.794939.514939.164938.814938.104937.754937.404936.744936.574936.524936.744936.894937.044937.344937.494937.644938.170.60% 2.00% -1.41%PVI STA = 35+08.73PVI ELEV = 4937.85PVI STA = 35+35.61PVI ELEV = 4938.38100.0' VC LP ELEV = 4936.52 LP STA = 32+72.49 PVI STA = 32+52.33 PVI ELEV = 4936.31 BCVS: 32+02.33BVCE: 4937.01ECVS: 33+02.33EVCE: 4936.61A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GROUND EXISTING GROUND 24" RCP STORMSTA.= 32+78.41INV.= 4931.754930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004938.564937.154936.114936.554937.154939.624939.274938.914938.214937.864937.504936.804936.464936.224936.124936.254936.404936.704936.854937.004937.304937.510.60% 2.00% -1.41% 0.60%PVI STA = 35+37.20PVI ELEV = 4937.38PVI STA = 35+45.90PVI ELEV = 4937.43PVI STA = 35+72.78PVI ELEV = 4937.97100.0' VC LP ELEV = 4936.10 LP STA = 33+09.66 PVI STA = 32+89.50 PVI ELEV = 4935.89 BCVS: 32+39.50BVCE: 4936.59ECVS: 33+39.50EVCE: 4936.19A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND INLET D2 (SUMP) INV. IN=4931.67 (N) INV. OUT=4931.67 (S) 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004937.674936.314936.284936.884937.854938.734938.384938.024937.324936.974936.614936.124936.074936.134936.434936.584936.734937.034937.184937.333.11% 0.60% -1.41%PVI STA = 34+85.17PVI ELEV = 4937.39PVI STA = 35+12.08PVI ELEV = 4938.23100.0' VC LP ELEV = 4936.07 LP STA = 32+48.93 PVI STA = 32+28.77 PVI ELEV = 4935.86 BCVS: 31+78.77BVCE: 4936.56ECVS: 32+78.77EVCE: 4936.16A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND INLET D3 (SUMP) INV. IN=4932.57 (N) INV. OUT=4931.82 (S) 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+004944.624943.804942.864942.044941.284940.99-2.41% -2.91 % -3.5 0 % -3.05 % -3.7 5 % -4.0 1 %PVI STA = 9+83.21PVI ELEV = 4945.03PVI STA = 10+00.00PVI ELEV = 4944.62PVI STA = 10+13.88PVI ELEV = 4944.22PVI STA = 11+19.88PVI ELEV = 4940.88PVI STA = 11+33.71PVI ELEV = 4941.18PVI STA = 11+46.71PVI ELEV = 4940.90PVI STA = 10+63.88PVI ELEV = 4942.38PVI STA = 11+16.88PVI ELEV = 4940.76PVI STA = 10+27.22PVI ELEV = 4943.72PVI STA = 10+38.88PVI ELEV = 4943.25PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE BEGIN PROPOSED FLOWLINE STA.=10+00.01 EL. = 4944.690 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+004944.764943.894942.904941.934941.034940.52-3.64% -4.0 1 % -3.3 0 % -3.7 5 % -4.0 1 % -3.6 0 %PVI STA = 9+84.97PVI ELEV = 4945.31PVI STA = 10+00.00PVI ELEV = 4944.76PVI STA = 11+48.93PVI ELEV = 4940.47PVI STA = 11+22.09PVI ELEV = 4940.45PVI STA = 11+35.93PVI ELEV = 4940.76PVI STA = 10+66.09PVI ELEV = 4942.25PVI STA = 10+14.43PVI ELEV = 4944.28PVI STA = 10+29.43PVI ELEV = 4943.72PVI STA = 10+41.09PVI ELEV = 4943.25PVI STA = 11+19.09PVI ELEV = 4940.34PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE BEGIN PROPOSED FLOWLINE STA.=10+00.00 EL. = 4944.864 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+00 PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 4945.084944.144943.144942.144941.134940.83-3.24% -2.00% 2.00% 2.20% -3.7 5 % -4.0 1 %PVI STA = 9+82.39PVI ELEV = 4945.66PVI STA = 9+98.27PVI ELEV = 4945.14PVI STA = 11+14.66PVI ELEV = 4940.61PVI STA = 11+17.66PVI ELEV = 4940.67PVI STA = 11+31.50PVI ELEV = 4940.97PVI STA = 10+25.00PVI ELEV = 4944.14PVI STA = 11+11.66PVI ELEV = 4940.67BEGIN PROPOSED ROAD STA.=9+98.27 EL. = 4945.141 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA30+00STREET A R3 PLAN AND PROFILESTREET A & CORONA AVENUE59 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH CORONA AVENUEFALCON RIDGE DRIVECALL 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. before you dig.Call R CENTERLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) CENTERLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) R2 R3 R1 R1 R3 IRR IRR IRR IRR IRRIRRIRRIRRFE SXSTREET A LINDEN PARK P.D.P., 1ST REPLAT LOT 1 TRACT D DE LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 6 TRACT L DE TIMBERLINE ROADBLOCK 4 BLOCK 4 5' SIDEWALK 5' SIDEWALK TRACT L DE LOT 3 58' ROW30' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT15' UTILITYEASEMENT24" IRRIGATION LATERAL FUTURE CURB & GUTTER 5' SIDEWALKFESCORONA AVENUE ALLEY N SEE SHEET R16 STREET A SEE SHEETS R1 - R3 LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 159' ROW 30' FL-FL LOT 7LOT 6TRACT J AE TRACT K UDA&EAE LOT 2LOT 3LOT 1LOT 6LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 6LOT 4LOT 5BLOCK 16 BLOCK 17 BLOCK 18 LOT 7LOT 1LOT 13 LOT 12 LOT 14 BLOCK 3 LOT 1 LOT 3 LOT 2 BLOCK 4 ROLL OVER CURB & GUTTER TRACT L DE 5' SIDEWALK 5' SIDEWALK 6' CONCRETE PAN STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT STA. = 11+31.50 (STREET J) STA. = 10+00.00 (ALLEY L) STA. = 29+21.76 (STREET A) 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004938.464937.054936.594937.194937.794939.514939.164938.814938.104937.754937.404936.744936.574936.524936.744936.894937.044937.344937.494937.644938.170.60% 2.00% -1.41%PVI STA = 35+08.73PVI ELEV = 4937.85PVI STA = 35+35.61PVI ELEV = 4938.38100.0' VC LP ELEV = 4936.52 LP STA = 32+72.49 PVI STA = 32+52.33 PVI ELEV = 4936.31 BCVS: 32+02.33BVCE: 4937.01ECVS: 33+02.33EVCE: 4936.61A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GROUND EXISTING GROUND 24" RCP STORMSTA.= 32+78.41INV.= 4931.754930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004938.564937.154936.114936.554937.154939.624939.274938.914938.214937.864937.504936.804936.464936.224936.124936.254936.404936.704936.854937.004937.304937.510.60% 2.00% -1.41% 0.60%PVI STA = 35+37.20PVI ELEV = 4937.38PVI STA = 35+45.90PVI ELEV = 4937.43PVI STA = 35+72.78PVI ELEV = 4937.97100.0' VC LP ELEV = 4936.10 LP STA = 33+09.66 PVI STA = 32+89.50 PVI ELEV = 4935.89 BCVS: 32+39.50BVCE: 4936.59ECVS: 33+39.50EVCE: 4936.19A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND INLET D2 (SUMP) INV. IN=4931.67 (N) INV. OUT=4931.67 (S) 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004937.674936.314936.284936.884937.854938.734938.384938.024937.324936.974936.614936.124936.074936.134936.434936.584936.734937.034937.184937.333.11% 0.60% -1.41%PVI STA = 34+85.17PVI ELEV = 4937.39PVI STA = 35+12.08PVI ELEV = 4938.23100.0' VC LP ELEV = 4936.07 LP STA = 32+48.93 PVI STA = 32+28.77 PVI ELEV = 4935.86 BCVS: 31+78.77BVCE: 4936.56ECVS: 32+78.77EVCE: 4936.16A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND INLET D3 (SUMP) INV. IN=4932.57 (N) INV. OUT=4931.82 (S) 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+004944.624943.804942.864942.044941.284940.99-2.41% -2.91 % -3.5 0 % -3.05 % -3.7 5 % -4.0 1 %PVI STA = 9+83.21PVI ELEV = 4945.03PVI STA = 10+00.00PVI ELEV = 4944.62PVI STA = 10+13.88PVI ELEV = 4944.22PVI STA = 11+19.88PVI ELEV = 4940.88PVI STA = 11+33.71PVI ELEV = 4941.18PVI STA = 11+46.71PVI ELEV = 4940.90PVI STA = 10+63.88PVI ELEV = 4942.38PVI STA = 11+16.88PVI ELEV = 4940.76PVI STA = 10+27.22PVI ELEV = 4943.72PVI STA = 10+38.88PVI ELEV = 4943.25PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE BEGIN PROPOSED FLOWLINE STA.=10+00.01 EL. = 4944.690 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+004944.764943.894942.904941.934941.034940.52-3.64% -4.0 1 % -3.3 0 % -3.7 5 % -4.0 1 % -3.6 0 %PVI STA = 9+84.97PVI ELEV = 4945.31PVI STA = 10+00.00PVI ELEV = 4944.76PVI STA = 11+48.93PVI ELEV = 4940.47PVI STA = 11+22.09PVI ELEV = 4940.45PVI STA = 11+35.93PVI ELEV = 4940.76PVI STA = 10+66.09PVI ELEV = 4942.25PVI STA = 10+14.43PVI ELEV = 4944.28PVI STA = 10+29.43PVI ELEV = 4943.72PVI STA = 10+41.09PVI ELEV = 4943.25PVI STA = 11+19.09PVI ELEV = 4940.34PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE BEGIN PROPOSED FLOWLINE STA.=10+00.00 EL. = 4944.864 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+00 PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 4945.084944.144943.144942.144941.134940.83-3.24% -2.00% 2.00% 2.20% -3.7 5 % -4.0 1 %PVI STA = 9+82.39PVI ELEV = 4945.66PVI STA = 9+98.27PVI ELEV = 4945.14PVI STA = 11+14.66PVI ELEV = 4940.61PVI STA = 11+17.66PVI ELEV = 4940.67PVI STA = 11+31.50PVI ELEV = 4940.97PVI STA = 10+25.00PVI ELEV = 4944.14PVI STA = 11+11.66PVI ELEV = 4940.67BEGIN PROPOSED ROAD STA.=9+98.27 EL. = 4945.141 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA30+00STREET A R3 PLAN AND PROFILESTREET A & CORONA AVENUE59 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH CORONA AVENUEFALCON RIDGE DRIVECALL 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. before you dig.Call R CENTERLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) CENTERLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) R2 R3 R1 R1 R3DSTSTSTSTSTSTSTSTSTSTSTSTST STREET ISTREET BSTA. = 25+98.69 (STREET B & I) STA. = 10+00.00 (STREET C) STA. = 28+56.69 (STREET B & I) STA. = 25+83.26 (STREET A) STREET A SEE SHEETS R1 - R3 STREET C SEE SHEET R7 STA. = 23+11.21 (STREET B & I) STA. = 14+31.80 (ALLEY L) ∆ RED WILLOW DRIVE SEE SHEETS R13 - R14 63' ROW 57' ROW 30' FL-FL VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER TRACT C DELOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3LOT 5 LOT 4 LOT 1LOT 2LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 2 BLOCK 19BLOCK 19 BLOCK 3 TRACT O DE BLOCK 13 BLOCK 14 TRACT H UDA 5' SIDEWALK 5' SIDEWALK 36' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED CURB CUT & SIDEWALK CHASE ALLEY L SEE SHEET R15 SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ ∆ ∆ 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504934.444934.614934.704934.654934.454934.204933.984933.944934.094934.424934.794935.164935.544935.914936.284936.664937.034937.414937.784938.154938.534938.854939.084939.284939.484939.684939.97PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.20%-2.20% -1.00%0.70% 1.50% 1.00% 0.80%PVI STA = 28+56.69PVI ELEV = 4940.11PVI STA = 28+70.52PVI ELEV = 4939.81PVI STA = 27+14.03PVI ELEV = 4938.74PVI STA = 27+39.03PVI ELEV = 4938.99PVI STA = 28+43.69PVI ELEV = 4939.8375.0' VC HP ELEV = 4934.70 HP STA = 22+52.96 PVI STA = 22+59.60 PVI ELEV = 4934.86 BVCS: 22+22.10BVCE: 4934.59EVCS: 22+97.10EVCE: 4934.48A.D. = 1.70 K = 44.13 81.0' VC LP ELEV = 4933.93 LP STA = 23+68.36 PVI STA = 23+76.40 PVI ELEV = 4933.69 BCVS: 23+35.92BVCE: 4934.09ECVS: 24+16.88EVCE: 4934.29A.D. = 2.50 K = 32.44 PROPOSED GROUND EXISTING GROUND42" RCP STORMSTA.= 23+74.16INV.= 4926.194925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504933.994934.164934.254934.194934.004933.754933.544933.494933.644934.214934.674935.044935.424935.794936.164936.544936.914937.294937.664938.034938.354938.574938.774938.974939.254939.85-2.20%2.20% 2.46%0.70% 0.00%0.62%-1.00%-0.50% 1.50% 1.50% 1.00%0.80%0.80%2.47%PVI STA = 23+40.97PVI ELEV = 4933.59PVI STA = 23+63.38PVI ELEV = 4933.48PVI STA = 23+73.38PVI ELEV = 4933.48PVI STA = 24+02.74PVI ELEV = 4933.66PVI STA = 24+34.07PVI ELEV = 4934.43PVI STA = 25+72.07PVI ELEV = 4936.49PVI STA = 26+87.41PVI ELEV = 4938.22PVI STA = 27+12.41PVI ELEV = 4938.47PVI STA = 27+40.07PVI ELEV = 4938.69PVI STA = 27+95.07PVI ELEV = 4939.13PVI STA = 28+17.07PVI ELEV = 4939.68PVI STA = 28+30.07PVI ELEV = 4939.96PVI STA = 28+43.91PVI ELEV = 4939.6675.0' VC HP ELEV = 4934.25 HP STA = 22+52.99 PVI STA = 22+59.62 PVI ELEV = 4934.40 BVCS: 22+22.12BVCE: 4934.14EVCS: 22+97.12EVCE: 4934.03A.D. = 1.70 K = 44.13 PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET A3-1 (SUMP) INV. OUT=4928.24 (S) 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504934.024934.194934.274934.204934.004933.764933.544933.414933.454933.644933.874934.104934.364934.744935.204935.584935.964936.334936.714937.084937.454937.834938.204938.464938.664938.974939.404939.874940.13-2.20%2.20% 1.30% 0.70%-1.00%-0.97%-0.50%0.00%0.50%0.91% 1.41%1.81% 1.50% 1.50% 1.80% 1.92% 1.00%0.80%PVI STA = 23+11.29PVI ELEV = 4933.89PVI STA = 23+44.58PVI ELEV = 4933.57PVI STA = 23+78.80PVI ELEV = 4933.39PVI STA = 23+88.80PVI ELEV = 4933.39PVI STA = 24+08.80PVI ELEV = 4933.49PVI STA = 24+93.07PVI ELEV = 4934.27PVI STA = 25+18.07PVI ELEV = 4934.62PVI STA = 25+54.06PVI ELEV = 4935.27PVI STA = 26+35.89PVI ELEV = 4936.49PVI STA = 27+51.23PVI ELEV = 4938.22PVI STA = 27+76.23PVI ELEV = 4938.47PVI STA = 28+03.92PVI ELEV = 4938.69PVI STA = 28+28.81PVI ELEV = 4939.02PVI STA = 28+58.88PVI ELEV = 4939.56PVI STA = 28+80.89PVI ELEV = 4939.98PVI STA = 28+93.89PVI ELEV = 4940.26PVI STA = 29+08.39PVI ELEV = 4939.9575.0' VC HP ELEV = 4934.27 HP STA = 22+51.04 PVI STA = 22+57.67 PVI ELEV = 4934.42 BVCS: 22+20.17BVCE: 4934.16EVCS: 22+95.17EVCE: 4934.05A.D. = 1.70 K = 44.14 PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET A2 (SUMP) INV. IN=4925.33 (NW) INV. OUT=4925.33 (S) SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 MATCH LINE STA 22+00 R6 PLAN AND PROFILESTREET B & STREET I62 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE STREET B & STREET I R5 R6 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. before you dig.Call R CENTERLINE STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V) DSTSTSTSTSTSTSTSTSTSTSTSTSTSTREET ISTREET BSTA. = 25+98.69 (STREET B & I) STA. = 10+00.00 (STREET C) STA. = 28+56.69 (STREET B & I) STA. = 25+83.26 (STREET A) STREET A SEE SHEETS R1 - R3 STREET C SEE SHEET R7 STA. = 23+11.21 (STREET B & I) STA. = 14+31.80 (ALLEY L) ∆ RED WILLOW DRIVE SEE SHEETS R13 - R14 63' ROW 57' ROW 30' FL-FL VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER TRACT C DELOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3LOT 5 LOT 4 LOT 1LOT 2LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 2 BLOCK 19BLOCK 19 BLOCK 3 TRACT O DE BLOCK 13 BLOCK 14 TRACT H UDA 5' SIDEWALK 5' SIDEWALK 36' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED CURB CUT & SIDEWALK CHASE ALLEY L SEE SHEET R15 SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ ∆ ∆ 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504934.444934.614934.704934.654934.454934.204933.984933.944934.094934.424934.794935.164935.544935.914936.284936.664937.034937.414937.784938.154938.534938.854939.084939.284939.484939.684939.97PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.20%-2.20% -1.00%0.70% 1.50% 1.00% 0.80%PVI STA = 28+56.69PVI ELEV = 4940.11PVI STA = 28+70.52PVI ELEV = 4939.81PVI STA = 27+14.03PVI ELEV = 4938.74PVI STA = 27+39.03PVI ELEV = 4938.99PVI STA = 28+43.69PVI ELEV = 4939.8375.0' VC HP ELEV = 4934.70 HP STA = 22+52.96 PVI STA = 22+59.60 PVI ELEV = 4934.86 BVCS: 22+22.10BVCE: 4934.59EVCS: 22+97.10EVCE: 4934.48A.D. = 1.70 K = 44.13 81.0' VC LP ELEV = 4933.93 LP STA = 23+68.36 PVI STA = 23+76.40 PVI ELEV = 4933.69 BCVS: 23+35.92BVCE: 4934.09ECVS: 24+16.88EVCE: 4934.29A.D. = 2.50 K = 32.44 PROPOSED GROUND EXISTING GROUND42" RCP STORMSTA.= 23+74.16INV.= 4926.194925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504933.994934.164934.254934.194934.004933.754933.544933.494933.644934.214934.674935.044935.424935.794936.164936.544936.914937.294937.664938.034938.354938.574938.774938.974939.254939.85-2.20%2.20% 2.46%0.70% 0.00%0.62%-1.00%-0.50% 1.50% 1.50% 1.00%0.80%0.80%2.47%PVI STA = 23+40.97PVI ELEV = 4933.59PVI STA = 23+63.38PVI ELEV = 4933.48PVI STA = 23+73.38PVI ELEV = 4933.48PVI STA = 24+02.74PVI ELEV = 4933.66PVI STA = 24+34.07PVI ELEV = 4934.43PVI STA = 25+72.07PVI ELEV = 4936.49PVI STA = 26+87.41PVI ELEV = 4938.22PVI STA = 27+12.41PVI ELEV = 4938.47PVI STA = 27+40.07PVI ELEV = 4938.69PVI STA = 27+95.07PVI ELEV = 4939.13PVI STA = 28+17.07PVI ELEV = 4939.68PVI STA = 28+30.07PVI ELEV = 4939.96PVI STA = 28+43.91PVI ELEV = 4939.6675.0' VC HP ELEV = 4934.25 HP STA = 22+52.99 PVI STA = 22+59.62 PVI ELEV = 4934.40 BVCS: 22+22.12BVCE: 4934.14EVCS: 22+97.12EVCE: 4934.03A.D. = 1.70 K = 44.13 PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET A3-1 (SUMP) INV. OUT=4928.24 (S) 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504934.024934.194934.274934.204934.004933.764933.544933.414933.454933.644933.874934.104934.364934.744935.204935.584935.964936.334936.714937.084937.454937.834938.204938.464938.664938.974939.404939.874940.13-2.20%2.20% 1.30% 0.70%-1.00%-0.97%-0.50%0.00%0.50%0.91% 1.41%1.81% 1.50% 1.50% 1.80% 1.92% 1.00%0.80%PVI STA = 23+11.29PVI ELEV = 4933.89PVI STA = 23+44.58PVI ELEV = 4933.57PVI STA = 23+78.80PVI ELEV = 4933.39PVI STA = 23+88.80PVI ELEV = 4933.39PVI STA = 24+08.80PVI ELEV = 4933.49PVI STA = 24+93.07PVI ELEV = 4934.27PVI STA = 25+18.07PVI ELEV = 4934.62PVI STA = 25+54.06PVI ELEV = 4935.27PVI STA = 26+35.89PVI ELEV = 4936.49PVI STA = 27+51.23PVI ELEV = 4938.22PVI STA = 27+76.23PVI ELEV = 4938.47PVI STA = 28+03.92PVI ELEV = 4938.69PVI STA = 28+28.81PVI ELEV = 4939.02PVI STA = 28+58.88PVI ELEV = 4939.56PVI STA = 28+80.89PVI ELEV = 4939.98PVI STA = 28+93.89PVI ELEV = 4940.26PVI STA = 29+08.39PVI ELEV = 4939.9575.0' VC HP ELEV = 4934.27 HP STA = 22+51.04 PVI STA = 22+57.67 PVI ELEV = 4934.42 BVCS: 22+20.17BVCE: 4934.16EVCS: 22+95.17EVCE: 4934.05A.D. = 1.70 K = 44.14 PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET A2 (SUMP) INV. IN=4925.33 (NW) INV. OUT=4925.33 (S) SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 MATCH LINE STA 22+00 R6 PLAN AND PROFILESTREET B & STREET I62 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE STREET B & STREET I R5 R6 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. before you dig.Call R CENTERLINE STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V)XSTREET C STA. = 10+00.00 (STREET C) STA. = 25+98.69 (STREET B & I) STA. = 11+30.00 (STREET C) STA. = 12+58.80 (ALLEY M) STA. = 10+00.00 (ALLEY O) STA. = 13+38.50 (STREET C) STA. = 12+58.80 (ALLEY N) STA. = 15+55.68 (ALLEY P) ALLEY M SEE SHEET R16STREET I SEE SHEETS R5 - R6 ALLEY N SEE SHEET R16 ALLEY P SEE SHEET R17 ALLEY O SEE SHEET R17STREET B SEE SHEETS R5 - R6 63' ROW36' FL-FL CURB CUT & SIDEWALK CHASE LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 6 LOT 4 LOT 5 LOT 7 LOT 8 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 8 TRACT I UDA&EAE LOT 8 TRACT JAELOT 7TRACT K UDA&EAE LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 4 LOT 5 LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 4 LOT 5 LOT 7 TRACT MAETRACT O DE LOT 3 LOT 5 LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 TRACT L DE TRACT O DEBLOCK 13BLOCK 14 BLOCK 15 BLOCK 16 BLOCK 18BLOCK 17 BLOCK 19BLOCK 21BLOCK 22TRACT HUDATRACT N UDA&EAE ALLEY L SEE SHEET R15 TIMBERLINE ROAD5' SIDEWALK 5' SIDEWALK STOP SIGN w/ STREET NAMES PROPOSED TYPE 3 BARRICADE 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 4 LOT 3 SIGHT DISTANCE VERTICAL CURB & GUTTER CURB CUT & SIDEWALK CHASE 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004936.994936.584936.424936.254936.094935.934935.774935.614935.454935.284935.124934.964934.804934.644934.484934.314934.154933.994933.924933.994934.19PVI STA = 9+84.00PVI ELEV = 4936.64PVI STA = 10+00.00PVI ELEV = 4936.99PVI STA = 10+16.00PVI ELEV = 4936.64PVI STA = 15+06.14PVI ELEV = 4934.2575.0' VC LP ELEV = 4933.92 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.77 BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65 K = 45.54 75.0' VC LP ELEV = 4933.92 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.77 BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65 K = 45.54 PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE 2.20%-2.20%-0.65% 1.00%30" RCP STORMSTA.= 14+50.69INV.= 4928.522.00% 0.60%1.00%-0.60%PVI STA = 19+58.20PVI ELEV = 4935.50PVI STA = 19+38.74PVI ELEV = 4935.1175.0' VC HP ELEV = 4934.61 HP STA = 15+65.46 PVI STA = 15+56.21 PVI ELEV = 4934.75 BVCS: 15+18.71BVCE: 4934.37EVCS: 15+93.71EVCE: 4934.52A.D. = 1.60 K = 46.75 75.0' VC LOW PT ELEV = 4933.89 LOW PT STA = 17+17.47 PVI STA = 17+17.46 PVI ELEV = 4933.77 BVCS: 16+79.96BVCE: 4934.00EVCS: 17+54.96EVCE: 4934.00A.D. = 1.21 K = 62.06 FUTURE GROUND @ ROAD CENTERLINE 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004937.284935.574934.934934.284933.634933.674936.714936.204935.834935.414935.254935.094934.774934.604934.444934.124933.964933.804933.474933.404933.472.20% -0.65%1.00% -2.20% -2.40 % -1.65% -1.15% -0.65%PVI STA = 9+84.00PVI ELEV = 4936.93PVI STA = 10+00.00PVI ELEV = 4937.28PVI STA = 15+06.14PVI ELEV = 4933.73PVI STA = 10+16.00PVI ELEV = 4936.93PVI STA = 10+38.00PVI ELEV = 4936.40PVI STA = 10+68.00PVI ELEV = 4935.91PVI STA = 10+93.00PVI ELEV = 4935.62PVI STA = 13+38.50PVI ELEV = 4934.0375.0' VC LP ELEV = 4933.40 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.25 BCVS: 14+21.14BVCE: 4933.50ECVS: 14+96.14EVCE: 4933.63A.D. = 1.65 K = 45.54 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE INLET C3 (SUMP) INV. IN=4928.61 (N) INV. OUT=4928.61 (S) 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004936.744935.574934.934934.284933.634933.674936.304936.054935.814935.414935.254935.094934.774934.604934.444934.124933.964933.804933.474933.404933.472.20% -0.65% -0.65%1.00% -2.20% -0.99%PVI STA = 9+84.00PVI ELEV = 4936.39PVI STA = 10+00.00PVI ELEV = 4936.74PVI STA = 13+38.50PVI ELEV = 4934.03PVI STA = 15+06.14PVI ELEV = 4933.73PVI STA = 10+16.00PVI ELEV = 4936.39PVI STA = 10+95.03PVI ELEV = 4935.6175.0' VC LP ELEV = 4933.40 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.25 BCVS: 14+21.14BVCE: 4933.50ECVS: 14+96.14EVCE: 4933.63A.D. = 1.65 K = 45.54 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE INLET C2 (SUMP) INV. IN=4928.43 (N) INV. OUT=4928.43 (S) SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 R7 PLAN AND PROFILESTREET C63 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE STREET C R7 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. before you dig.Call R CENTERLINE STREET C SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET C SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET C SCALE : 1" = 50' (H) 1" = 5' (V) XSTREET C STA. = 10+00.00 (STREET C) STA. = 25+98.69 (STREET B & I) STA. = 11+30.00 (STREET C) STA. = 12+58.80 (ALLEY M) STA. = 10+00.00 (ALLEY O) STA. = 13+38.50 (STREET C) STA. = 12+58.80 (ALLEY N) STA. = 15+55.68 (ALLEY P) ALLEY M SEE SHEET R16STREET I SEE SHEETS R5 - R6 ALLEY N SEE SHEET R16 ALLEY P SEE SHEET R17 ALLEY O SEE SHEET R17STREET B SEE SHEETS R5 - R6 63' ROW36' FL-FL CURB CUT & SIDEWALK CHASE LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 6 LOT 4 LOT 5 LOT 7 LOT 8 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 8 TRACT I UDA&EAE LOT 8 TRACT JAELOT 7TRACT K UDA&EAE LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 4 LOT 5 LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 4 LOT 5 LOT 7 TRACT MAETRACT O DE LOT 3 LOT 5 LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 TRACT L DE TRACT O DEBLOCK 13BLOCK 14 BLOCK 15 BLOCK 16 BLOCK 18BLOCK 17 BLOCK 19BLOCK 21BLOCK 22TRACT HUDATRACT N UDA&EAE ALLEY L SEE SHEET R15 TIMBERLINE ROAD5' SIDEWALK 5' SIDEWALK STOP SIGN w/ STREET NAMES PROPOSED TYPE 3 BARRICADE 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 4 LOT 3 SIGHT DISTANCE VERTICAL CURB & GUTTER CURB CUT & SIDEWALK CHASE 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004936.994936.584936.424936.254936.094935.934935.774935.614935.454935.284935.124934.964934.804934.644934.484934.314934.154933.994933.924933.994934.19PVI STA = 9+84.00PVI ELEV = 4936.64PVI STA = 10+00.00PVI ELEV = 4936.99PVI STA = 10+16.00PVI ELEV = 4936.64PVI STA = 15+06.14PVI ELEV = 4934.2575.0' VC LP ELEV = 4933.92 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.77 BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65 K = 45.54 75.0' VC LP ELEV = 4933.92 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.77 BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65 K = 45.54 PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE 2.20%-2.20%-0.65% 1.00%30" RCP STORMSTA.= 14+50.69INV.= 4928.522.00% 0.60%1.00%-0.60%PVI STA = 19+58.20PVI ELEV = 4935.50PVI STA = 19+38.74PVI ELEV = 4935.1175.0' VC HP ELEV = 4934.61 HP STA = 15+65.46 PVI STA = 15+56.21 PVI ELEV = 4934.75 BVCS: 15+18.71BVCE: 4934.37EVCS: 15+93.71EVCE: 4934.52A.D. = 1.60 K = 46.75 75.0' VC LOW PT ELEV = 4933.89 LOW PT STA = 17+17.47 PVI STA = 17+17.46 PVI ELEV = 4933.77 BVCS: 16+79.96BVCE: 4934.00EVCS: 17+54.96EVCE: 4934.00A.D. = 1.21 K = 62.06 FUTURE GROUND @ ROAD CENTERLINE 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004937.284935.574934.934934.284933.634933.674936.714936.204935.834935.414935.254935.094934.774934.604934.444934.124933.964933.804933.474933.404933.472.20% -0.65%1.00% -2.20% -2.40 % -1.65% -1.15% -0.65%PVI STA = 9+84.00PVI ELEV = 4936.93PVI STA = 10+00.00PVI ELEV = 4937.28PVI STA = 15+06.14PVI ELEV = 4933.73PVI STA = 10+16.00PVI ELEV = 4936.93PVI STA = 10+38.00PVI ELEV = 4936.40PVI STA = 10+68.00PVI ELEV = 4935.91PVI STA = 10+93.00PVI ELEV = 4935.62PVI STA = 13+38.50PVI ELEV = 4934.0375.0' VC LP ELEV = 4933.40 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.25 BCVS: 14+21.14BVCE: 4933.50ECVS: 14+96.14EVCE: 4933.63A.D. = 1.65 K = 45.54 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE INLET C3 (SUMP) INV. IN=4928.61 (N) INV. OUT=4928.61 (S) 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004936.744935.574934.934934.284933.634933.674936.304936.054935.814935.414935.254935.094934.774934.604934.444934.124933.964933.804933.474933.404933.472.20% -0.65% -0.65%1.00% -2.20% -0.99%PVI STA = 9+84.00PVI ELEV = 4936.39PVI STA = 10+00.00PVI ELEV = 4936.74PVI STA = 13+38.50PVI ELEV = 4934.03PVI STA = 15+06.14PVI ELEV = 4933.73PVI STA = 10+16.00PVI ELEV = 4936.39PVI STA = 10+95.03PVI ELEV = 4935.6175.0' VC LP ELEV = 4933.40 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.25 BCVS: 14+21.14BVCE: 4933.50ECVS: 14+96.14EVCE: 4933.63A.D. = 1.65 K = 45.54 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE INLET C2 (SUMP) INV. IN=4928.43 (N) INV. OUT=4928.43 (S) SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 R7 PLAN AND PROFILESTREET C63 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE STREET C R7 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. before you dig.Call R CENTERLINE STREET C SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET C SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET C SCALE : 1" = 50' (H) 1" = 5' (V) GOLDEN WILLOW DRIVE GOLDEN WILLOW DRIVELINDEN PARKP.D.P., 1ST REPLATLOT 19LOT 18LOT 17STA. = 15+62.51 (GOLDEN WILLOW DRIVE) STA. = 10+00.00 (STREET B & I) STREET B SEE SHEETS R5 - R6 59' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER CONNECT TO EXISTING PAVEMENT TRACT E DAE LOT 4 LOT 4LOT 2 LOT 3LOT 1LOT 1 LOT 6LOT 2 LOT 3 LOT 5 LOT 7LOT 5 LOT 6 LOT 8LOT 9LOT 10LOT 11 LOT 1 LOT 2 LOT 6LOT 5 BLOCK 7 6' CONCRETE PAN BLOCK 1 BLOCK 5 BLOCK 6 5' SIDEWALK 5' SIDEWALK LOT 2 LOT 4LOT 3LOT 1 TRACT Q OPEN SPACE LOT 14 89.6°90.4° 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE -2.00% 2.00% 2.20% -2.20% -2.00% 2.00% 1.00% -0.34%-0.65% -2.73 % -1.00% -20.28%PVI STA = 9+86.26PVI ELEV = 4951.04PVI STA = 15+46.51PVI ELEV = 4941.37PVI STA = 15+49.51PVI ELEV = 4941.43PVI STA = 15+62.51PVI ELEV = 4941.71PVI STA = 15+76.35PVI ELEV = 4941.41PVI STA = 15+79.35PVI ELEV = 4941.35PVI STA = 15+82.35PVI ELEV = 4941.41PVI STA = 16+87.99PVI ELEV = 4942.47PVI STA = 10+00.00PVI ELEV = 4950.99PVI STA = 15+43.51PVI ELEV = 4941.43PVI STA = 16+95.47PVI ELEV = 4940.95136.1' VC PVI STA = 10+69.75 PVI ELEV = 4950.54BVCS: 10+01.72BVCE: 4950.98EVCS: 11+37.79EVCE: 4948.69A.D. = 2.08 K = 65.51 75.0' VC PVI STA = 13+23.26 PVI ELEV = 4943.63 BCVS: 12+85.76BVCE: 4944.65ECVS: 13+60.76EVCE: 4943.26A.D. = 1.73 K = 43.45 4950.994949.614946.994944.294942.864941.864941.594950.794950.494950.104949.024948.354947.674946.314945.634944.954943.764943.384943.114942.614942.364942.114941.614941.444941.444941.844942.094942.34PROPOSED GRADE EXISTING GRADE END PROPOSED ROAD STA.=16+87.99 EL. = 4942.466 1.00% 1.00% 110.0' VC HP ELEV = 4942.58 HP STA = 17+05.53 PVI STA = 17+48.30 PVI ELEV = 4943.07BVCS: 16+93.30BVCE: 4942.52A.D. = 8.99 K = 12.23 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004950.474950.224949.824949.264948.584947.904947.224946.544945.854945.174944.494943.844943.324942.944942.684942.434942.184941.934941.674941.414941.164941.054940.994941.164941.414941.674941.93-0.80% -2.20% -2.00% -1.03% 2.00% 2.20% -2.73 % -1.00% -14 .64% 1.03% 1.00%PVI STA = 10+00.00PVI ELEV = 4950.67PVI STA = 15+75.10PVI ELEV = 4940.99PVI STA = 15+78.10PVI ELEV = 4940.93PVI STA = 15+45.17PVI ELEV = 4940.95PVI STA = 15+48.26PVI ELEV = 4941.01PVI STA = 15+61.17PVI ELEV = 4941.30PVI STA = 14+42.08PVI ELEV = 4942.01PVI STA = 16+94.13PVI ELEV = 4940.95PVI STA = 16+81.02PVI ELEV = 4941.99PVI STA = 16+86.65PVI ELEV = 4942.0575.0' VC PVI STA = 10+68.41 PVI ELEV = 4950.12BVCS: 10+30.91BVCE: 4950.42EVCS: 11+05.91EVCE: 4949.10A.D. = 1.93 K = 38.88 75.0' VC PVI STA = 13+21.92 PVI ELEV = 4943.21 BCVS: 12+84.42BVCE: 4944.23ECVS: 13+59.42EVCE: 4942.84A.D. = 1.73 K = 43.45 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE END PROPOSED CURB & GUTTER STA.=16+86.16 EL. = 4941.755 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004950.574950.364950.084949.704949.204948.604947.924947.244946.564945.874945.194944.514943.854943.334942.954942.694942.444942.194941.974941.844941.704941.574941.554941.524941.554941.694941.824941.96-2.20% -2.20% -0.84% 2.00% 2.20% -2.73 % -1.00% -20 .28% -0.53%0.54%1.00%PVI STA = 10+00.00PVI ELEV = 4950.57PVI STA = 15+78.53PVI ELEV = 4941.44PVI STA = 15+75.53PVI ELEV = 4941.51PVI STA = 15+48.70PVI ELEV = 4941.52PVI STA = 15+61.80PVI ELEV = 4941.81PVI STA = 14+42.71PVI ELEV = 4942.01PVI STA = 16+94.75PVI ELEV = 4940.53PVI STA = 15+45.70PVI ELEV = 4941.46PVI STA = 16+81.65PVI ELEV = 4941.99PVI STA = 16+87.28PVI ELEV = 4942.05110.0' VC PVI STA = 10+76.30 PVI ELEV = 4949.93BVCS: 10+21.30BVCE: 4950.39EVCS: 11+31.30EVCE: 4948.43A.D. = 1.89 K = 58.31 75.0' VC PVI STA = 13+22.55 PVI ELEV = 4943.21 BCVS: 12+85.05BVCE: 4944.24ECVS: 13+60.05EVCE: 4942.84A.D. = 1.73 K = 43.39 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE END PROPOSED CURB & GUTTER STA.=16+86.78 EL. = 4941.798 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA18+00R8 PLAN AND PROFILEGOLDEN WILLOW DRIVE64 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R8 R9 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. before you dig.Call R CENTERLINE GOLDEN WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE GOLDEN WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE GOLDEN WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) GOLDEN WILLOW DRIVE GOLDEN WILLOW DRIVE LIDGOLDEN WILLOW DRIVELINDEN PARKP.D.P., 1ST REPLATLOT 19LOT 18LOT 17STA. = 15+62.51 (GOLDEN WILLOW DRIVE) STA. = 10+00.00 (STREET B & I) STREET B SEE SHEETS R5 - R6 59' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER CONNECT TO EXISTING PAVEMENT TRACT E DAE LOT 4 LOT 4LOT 2 LOT 3LOT 1LOT 1 LOT 6LOT 2 LOT 3 LOT 5 LOT 7LOT 5 LOT 6 LOT 8LOT 9LOT 10LOT 11 LOT 1 LOT 2 LOT 6LOT 5 BLOCK 7 6' CONCRETE PAN BLOCK 1 BLOCK 5 BLOCK 6 5' SIDEWALK 5' SIDEWALK LOT 2 LOT 4LOT 3LOT 1 TRACT Q OPEN SPACE LOT 14 89.6°90.4° 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE -2.00% 2.00% 2.20% -2.20% -2.00% 2.00% 1.00% -0.34%-0.65% -2.73 % -1.00% -20.28%PVI STA = 9+86.26PVI ELEV = 4951.04PVI STA = 15+46.51PVI ELEV = 4941.37PVI STA = 15+49.51PVI ELEV = 4941.43PVI STA = 15+62.51PVI ELEV = 4941.71PVI STA = 15+76.35PVI ELEV = 4941.41PVI STA = 15+79.35PVI ELEV = 4941.35PVI STA = 15+82.35PVI ELEV = 4941.41PVI STA = 16+87.99PVI ELEV = 4942.47PVI STA = 10+00.00PVI ELEV = 4950.99PVI STA = 15+43.51PVI ELEV = 4941.43PVI STA = 16+95.47PVI ELEV = 4940.95136.1' VC PVI STA = 10+69.75 PVI ELEV = 4950.54BVCS: 10+01.72BVCE: 4950.98EVCS: 11+37.79EVCE: 4948.69A.D. = 2.08 K = 65.51 75.0' VC PVI STA = 13+23.26 PVI ELEV = 4943.63 BCVS: 12+85.76BVCE: 4944.65ECVS: 13+60.76EVCE: 4943.26A.D. = 1.73 K = 43.45 4950.994949.614946.994944.294942.864941.864941.594950.794950.494950.104949.024948.354947.674946.314945.634944.954943.764943.384943.114942.614942.364942.114941.614941.444941.444941.844942.094942.34PROPOSED GRADE EXISTING GRADE END PROPOSED ROAD STA.=16+87.99 EL. = 4942.466 1.00% 1.00% 110.0' VC HP ELEV = 4942.58 HP STA = 17+05.53 PVI STA = 17+48.30 PVI ELEV = 4943.07BVCS: 16+93.30BVCE: 4942.52A.D. = 8.99 K = 12.23 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004950.474950.224949.824949.264948.584947.904947.224946.544945.854945.174944.494943.844943.324942.944942.684942.434942.184941.934941.674941.414941.164941.054940.994941.164941.414941.674941.93-0.80% -2.20% -2.00% -1.03% 2.00% 2.20% -2.73 % -1.00% -14 .64% 1.03% 1.00%PVI STA = 10+00.00PVI ELEV = 4950.67PVI STA = 15+75.10PVI ELEV = 4940.99PVI STA = 15+78.10PVI ELEV = 4940.93PVI STA = 15+45.17PVI ELEV = 4940.95PVI STA = 15+48.26PVI ELEV = 4941.01PVI STA = 15+61.17PVI ELEV = 4941.30PVI STA = 14+42.08PVI ELEV = 4942.01PVI STA = 16+94.13PVI ELEV = 4940.95PVI STA = 16+81.02PVI ELEV = 4941.99PVI STA = 16+86.65PVI ELEV = 4942.0575.0' VC PVI STA = 10+68.41 PVI ELEV = 4950.12BVCS: 10+30.91BVCE: 4950.42EVCS: 11+05.91EVCE: 4949.10A.D. = 1.93 K = 38.88 75.0' VC PVI STA = 13+21.92 PVI ELEV = 4943.21 BCVS: 12+84.42BVCE: 4944.23ECVS: 13+59.42EVCE: 4942.84A.D. = 1.73 K = 43.45 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE END PROPOSED CURB & GUTTER STA.=16+86.16 EL. = 4941.755 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004950.574950.364950.084949.704949.204948.604947.924947.244946.564945.874945.194944.514943.854943.334942.954942.694942.444942.194941.974941.844941.704941.574941.554941.524941.554941.694941.824941.96-2.20% -2.20% -0.84% 2.00% 2.20% -2.73 % -1.00% -20 .28% -0.53%0.54%1.00%PVI STA = 10+00.00PVI ELEV = 4950.57PVI STA = 15+78.53PVI ELEV = 4941.44PVI STA = 15+75.53PVI ELEV = 4941.51PVI STA = 15+48.70PVI ELEV = 4941.52PVI STA = 15+61.80PVI ELEV = 4941.81PVI STA = 14+42.71PVI ELEV = 4942.01PVI STA = 16+94.75PVI ELEV = 4940.53PVI STA = 15+45.70PVI ELEV = 4941.46PVI STA = 16+81.65PVI ELEV = 4941.99PVI STA = 16+87.28PVI ELEV = 4942.05110.0' VC PVI STA = 10+76.30 PVI ELEV = 4949.93BVCS: 10+21.30BVCE: 4950.39EVCS: 11+31.30EVCE: 4948.43A.D. = 1.89 K = 58.31 75.0' VC PVI STA = 13+22.55 PVI ELEV = 4943.21 BCVS: 12+85.05BVCE: 4944.24ECVS: 13+60.05EVCE: 4942.84A.D. = 1.73 K = 43.39 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE END PROPOSED CURB & GUTTER STA.=16+86.78 EL. = 4941.798 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA18+00R8 PLAN AND PROFILEGOLDEN WILLOW DRIVE64 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R8 R9 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. before you dig.Call R CENTERLINE GOLDEN WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE GOLDEN WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE GOLDEN WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) GOLDEN WILLOW DRIVE IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR STREET G STA. = 10+00.00 (STREET G) STA. = 19+40.26 (STREET A) STA. = 14+31.00 (STREET G) STA. = 17+97.71 (STREET B & I) STREET B SEE SHEETS R5 - R6 ALLEY K SEE SHEET R15 STREET A SEE SHEETS R1 - R3 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 58' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER LOT 1 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 4 LOT 3 LOT 5 LOT 6 LOT 2LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 BLOCK 2 BLOCK 8 BLOCK 10 BLOCK 11 6' CONCRETE PAN 5' SIDEWALK 5' SIDEWALK STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCESIGHT DISTANCE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004942.114941.674941.374941.074940.774940.474940.164939.864939.564939.264938.964938.654938.354938.054937.754937.454937.142.20% -2.20% -2.00%-2.20% 2.00% 2.20% -1.21%PVI STA = 9+86.17PVI ELEV = 4941.80PVI STA = 10+00.00PVI ELEV = 4942.11PVI STA = 10+13.00PVI ELEV = 4941.82PVI STA = 14+15.00PVI ELEV = 4936.94PVI STA = 14+44.83PVI ELEV = 4936.98PVI STA = 14+18.00PVI ELEV = 4937.00PVI STA = 14+31.00PVI ELEV = 4937.29PVI STA = 14+12.00PVI ELEV = 4937.00PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 14+21.00INV.= 4930.354930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004941.894941.434941.064940.694940.354940.054939.754939.444939.144938.844938.544938.244937.934937.634937.364937.124936.872.20% -2.20% 4.00% 2.20%-0.97% -2.20% -1.21% -1.48%PVI STA = 9+86.17PVI ELEV = 4941.59PVI STA = 10+00.01PVI ELEV = 4941.89PVI STA = 10+13.02PVI ELEV = 4941.61PVI STA = 10+88.02PVI ELEV = 4940.50PVI STA = 13+37.02PVI ELEV = 4937.49PVI STA = 14+15.02PVI ELEV = 4936.73PVI STA = 14+18.02PVI ELEV = 4936.85PVI STA = 14+31.02PVI ELEV = 4937.13PVI STA = 14+44.86PVI ELEV = 4936.83PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 14+21.02INV.= 4930.254930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004942.324941.764941.214940.724940.354940.054939.754939.444939.144938.844938.544938.244937.934937.634937.414937.264937.122.20% -2.20% 4.00% 2.20% -2.20% -0.58% -1.21% -2.22% -1.70%PVI STA = 9+86.17PVI ELEV = 4942.01PVI STA = 9+99.99PVI ELEV = 4942.32PVI STA = 10+13.00PVI ELEV = 4942.03PVI STA = 10+62.97PVI ELEV = 4940.92PVI STA = 10+87.97PVI ELEV = 4940.50PVI STA = 13+36.97PVI ELEV = 4937.49PVI STA = 14+14.97PVI ELEV = 4937.03PVI STA = 14+17.97PVI ELEV = 4937.15PVI STA = 14+30.97PVI ELEV = 4937.44PVI STA = 14+44.81PVI ELEV = 4937.13PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE 36" RCP STORMSTA.= 14+20.97INV.= 4930.44SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 R10 PLAN AND PROFILESTREET G66 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE STREET G R10 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. before you dig.Call R CENTERLINE STREET G SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET G SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET G SCALE : 1" = 50' (H) 1" = 5' (V) IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR STREET G STA. = 10+00.00 (STREET G) STA. = 19+40.26 (STREET A) STA. = 14+31.00 (STREET G) STA. = 17+97.71 (STREET B & I) STREET B SEE SHEETS R5 - R6 ALLEY K SEE SHEET R15 STREET A SEE SHEETS R1 - R3 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 58' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER LOT 1 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 4 LOT 3 LOT 5 LOT 6 LOT 2LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 BLOCK 2 BLOCK 8 BLOCK 10 BLOCK 11 6' CONCRETE PAN 5' SIDEWALK 5' SIDEWALK STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCESIGHT DISTANCE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004942.114941.674941.374941.074940.774940.474940.164939.864939.564939.264938.964938.654938.354938.054937.754937.454937.142.20% -2.20% -2.00%-2.20% 2.00% 2.20% -1.21%PVI STA = 9+86.17PVI ELEV = 4941.80PVI STA = 10+00.00PVI ELEV = 4942.11PVI STA = 10+13.00PVI ELEV = 4941.82PVI STA = 14+15.00PVI ELEV = 4936.94PVI STA = 14+44.83PVI ELEV = 4936.98PVI STA = 14+18.00PVI ELEV = 4937.00PVI STA = 14+31.00PVI ELEV = 4937.29PVI STA = 14+12.00PVI ELEV = 4937.00PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 14+21.00INV.= 4930.354930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004941.894941.434941.064940.694940.354940.054939.754939.444939.144938.844938.544938.244937.934937.634937.364937.124936.872.20% -2.20% 4.00% 2.20%-0.97% -2.20% -1.21% -1.48%PVI STA = 9+86.17PVI ELEV = 4941.59PVI STA = 10+00.01PVI ELEV = 4941.89PVI STA = 10+13.02PVI ELEV = 4941.61PVI STA = 10+88.02PVI ELEV = 4940.50PVI STA = 13+37.02PVI ELEV = 4937.49PVI STA = 14+15.02PVI ELEV = 4936.73PVI STA = 14+18.02PVI ELEV = 4936.85PVI STA = 14+31.02PVI ELEV = 4937.13PVI STA = 14+44.86PVI ELEV = 4936.83PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 14+21.02INV.= 4930.254930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004942.324941.764941.214940.724940.354940.054939.754939.444939.144938.844938.544938.244937.934937.634937.414937.264937.122.20% -2.20% 4.00% 2.20% -2.20% -0.58% -1.21% -2.22% -1.70%PVI STA = 9+86.17PVI ELEV = 4942.01PVI STA = 9+99.99PVI ELEV = 4942.32PVI STA = 10+13.00PVI ELEV = 4942.03PVI STA = 10+62.97PVI ELEV = 4940.92PVI STA = 10+87.97PVI ELEV = 4940.50PVI STA = 13+36.97PVI ELEV = 4937.49PVI STA = 14+14.97PVI ELEV = 4937.03PVI STA = 14+17.97PVI ELEV = 4937.15PVI STA = 14+30.97PVI ELEV = 4937.44PVI STA = 14+44.81PVI ELEV = 4937.13PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE 36" RCP STORMSTA.= 14+20.97INV.= 4930.44SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 R10 PLAN AND PROFILESTREET G66 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE STREET G R10 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. before you dig.Call R CENTERLINE STREET G SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET G SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET G SCALE : 1" = 50' (H) 1" = 5' (V) WEEPING WILLOW DRIVE IRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR FOWEEPING WILLOW DRIVE STA. = 11+31.50 (WEEPING WILLOW DRIVE) STA. = 16+71.76 (STREET A) STA. = 15+62.50 (WEEPING WILLOW DRIVE) STA. = 15+29.21 (STREET B & I) STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 CONNECT TO EXISTING PAVEMENT LOT 14LOT 13LOT 12LINDEN PARKP.D.P., 1ST REPLATLOT 11LOT 10LINDEN PARKP.D.P., 1ST REPLAT59' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER LOT 4 LOT 3 LOT 2LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 2 LOT 2 LOT 8 LOT 6 LOT 7 LOT 1 LOT 1 LOT 1 LOT 1 BLOCK 9 BLOCK 10 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 6' CONCRETE PAN 92.6°87.4° LOT 19 LOT 18 BLOCK 1STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.464945.904944.784942.914941.054939.194938.534946.684946.674946.394945.954945.714945.244944.314943.854943.384942.454941.984941.524940.584940.124939.654938.724938.394938.394938.784939.034939.28-2.20% -2.00% -2.00% 2.00%2.20% 2.00% -2.20% 1.00% 2.00%2.20% -1.86% 1.00% -20 .01%PVI STA = 9+97.98PVI ELEV = 4946.44PVI STA = 15+76.33PVI ELEV = 4938.36PVI STA = 15+79.33PVI ELEV = 4938.30PVI STA = 11+11.67PVI ELEV = 4945.67PVI STA = 11+14.67PVI ELEV = 4945.73PVI STA = 11+31.50PVI ELEV = 4946.10PVI STA = 15+82.33PVI ELEV = 4938.36PVI STA = 11+44.50PVI ELEV = 4945.81PVI STA = 15+46.50PVI ELEV = 4938.32PVI STA = 15+49.50PVI ELEV = 4938.38PVI STA = 15+62.50PVI ELEV = 4938.66PVI STA = 15+43.50PVI ELEV = 4938.38PVI STA = 16+86.04PVI ELEV = 4939.39PVI STA = 16+95.14PVI ELEV = 4937.5770.0' VC HP ELEV = 4946.71 HP STA = 10+36.28 PVI STA = 10+47.92 PVI ELEV = 4946.94BVCS: 10+12.92BVCE: 4946.59EVCS: 10+82.92EVCE: 4946.24A.D. = 3.00 K = 23.36 PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE 36" RCP STORMSTA.= 15+52.50INV.= 4931.73PROPOSED GRADE EXISTING GRADE24" HDPE IRRIGATIONSTA.= 10+07.50INV.= 4936.601.00% 120.0' VC HP ELEV = 4939.71 HP STA = 17+24.70 PVI STA = 17+71.38 PVI ELEV = 4940.25 BVCS: 17+11.38BVCE: 4939.65A.D. = 9.01 K = 13.32 1.00% 120.0' VC HP ELEV = 4939.71 HP STA = 17+24.70 PVI STA = 17+71.38 PVI ELEV = 4940.25 BVCS: 17+11.38BVCE: 4939.65A.D. = 9.01 K = 13.32 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.104946.264946.294946.124945.744945.704945.484944.854944.394943.924943.464942.994942.524942.064941.594941.134940.664940.194939.734939.294938.964938.684938.464938.534938.504938.634938.764938.89-2.20% 4.00% 2.20%-1.70% -2.20% -2.00%2.00% 2.20% -1.36% -1.12% -2.74 % -1.86% -1.86% 0.93% 0.50% 1.00% 0.52%1.00%-15 .36%PVI STA = 9+88.41PVI ELEV = 4945.99PVI STA = 10+00.00PVI ELEV = 4946.10PVI STA = 10+11.55PVI ELEV = 4946.15PVI STA = 11+16.68PVI ELEV = 4945.46PVI STA = 11+19.68PVI ELEV = 4945.58PVI STA = 11+33.05PVI ELEV = 4945.87PVI STA = 11+46.05PVI ELEV = 4945.59PVI STA = 11+68.05PVI ELEV = 4944.98PVI STA = 12+23.07PVI ELEV = 4943.96PVI STA = 14+70.07PVI ELEV = 4939.35PVI STA = 14+95.00PVI ELEV = 4939.02PVI STA = 15+48.05PVI ELEV = 4938.42PVI STA = 15+51.05PVI ELEV = 4938.48PVI STA = 15+64.05PVI ELEV = 4938.77PVI STA = 15+77.89PVI ELEV = 4938.46PVI STA = 15+80.89PVI ELEV = 4938.40PVI STA = 16+83.89PVI ELEV = 4938.94PVI STA = 16+87.60PVI ELEV = 4938.98PVI STA = 16+96.69PVI ELEV = 4937.5880.0' VC HP ELEV = 4946.31 HP STA = 10+41.57 PVI STA = 10+51.92 PVI ELEV = 4946.56BVCS: 10+11.92BVCE: 4946.16EVCS: 10+91.92EVCE: 4945.88A.D. = 2.70 K = 29.65 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE24" HDPE IRRIGATIONSTA.= 10+09.02INV.= 4936.5236" RCP STORMSTA.= 15+54.05INV.= 4931.664930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.114946.304946.474946.424946.164946.124945.984945.424944.734944.054943.474943.004942.534942.074941.604941.144940.674940.204939.744939.294938.934938.574938.264938.354938.334938.484938.634938.85-1.42% 0.50% 1.00%-2.20% 4.00% 2.20% 2.00% 2.20%-2.20% -2.00% -1.44% 2.25%-2.13% -2.36% -1.86% -2.75 % 0.61%1.00%-15 .36%PVI STA = 9+86.23PVI ELEV = 4945.80PVI STA = 10+00.00PVI ELEV = 4946.11PVI STA = 10+12.05PVI ELEV = 4946.17PVI STA = 11+17.84PVI ELEV = 4945.91PVI STA = 11+20.84PVI ELEV = 4946.03PVI STA = 11+34.23PVI ELEV = 4946.32PVI STA = 11+46.55PVI ELEV = 4946.05PVI STA = 11+70.17PVI ELEV = 4945.55PVI STA = 12+23.57PVI ELEV = 4944.08PVI STA = 12+48.57PVI ELEV = 4943.49PVI STA = 14+70.57PVI ELEV = 4939.35PVI STA = 15+48.55PVI ELEV = 4938.23PVI STA = 15+51.55PVI ELEV = 4938.29PVI STA = 15+64.55PVI ELEV = 4938.58PVI STA = 15+78.39PVI ELEV = 4938.28PVI STA = 15+81.39PVI ELEV = 4938.22PVI STA = 16+59.39PVI ELEV = 4938.69PVI STA = 16+88.10PVI ELEV = 4938.98PVI STA = 16+97.19PVI ELEV = 4937.5870.0' VC HP ELEV = 4946.48 HP STA = 10+57.25 PVI STA = 10+63.32 PVI ELEV = 4946.68BVCS: 10+28.32BVCE: 4946.33EVCS: 10+98.32EVCE: 4946.19A.D. = 2.42 K = 28.91 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE 36" RCP STORMSTA.= 15+54.55INV.= 4931.8124" HDPE IRRIGATIONSTA.= 10+09.49INV.= 4936.69SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA18+00R11 PLAN AND PROFILEWEEPING WILLOW DRIVE67 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE WEEPING WILLOW DRIVE R11 R12 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. before you dig.Call R CENTERLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) WEEPING WILLOW DRIVE IRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR FOWEEPING WILLOW DRIVE STA. = 11+31.50 (WEEPING WILLOW DRIVE) STA. = 16+71.76 (STREET A) STA. = 15+62.50 (WEEPING WILLOW DRIVE) STA. = 15+29.21 (STREET B & I) STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 CONNECT TO EXISTING PAVEMENT LOT 14LOT 13LOT 12LINDEN PARKP.D.P., 1ST REPLATLOT 11LOT 10LINDEN PARKP.D.P., 1ST REPLAT59' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER LOT 4 LOT 3 LOT 2LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 2 LOT 2 LOT 8 LOT 6 LOT 7 LOT 1 LOT 1 LOT 1 LOT 1 BLOCK 9 BLOCK 10 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 6' CONCRETE PAN 92.6°87.4° LOT 19 LOT 18 BLOCK 1STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.464945.904944.784942.914941.054939.194938.534946.684946.674946.394945.954945.714945.244944.314943.854943.384942.454941.984941.524940.584940.124939.654938.724938.394938.394938.784939.034939.28-2.20% -2.00% -2.00% 2.00%2.20% 2.00% -2.20% 1.00% 2.00%2.20% -1.86% 1.00% -20 .01%PVI STA = 9+97.98PVI ELEV = 4946.44PVI STA = 15+76.33PVI ELEV = 4938.36PVI STA = 15+79.33PVI ELEV = 4938.30PVI STA = 11+11.67PVI ELEV = 4945.67PVI STA = 11+14.67PVI ELEV = 4945.73PVI STA = 11+31.50PVI ELEV = 4946.10PVI STA = 15+82.33PVI ELEV = 4938.36PVI STA = 11+44.50PVI ELEV = 4945.81PVI STA = 15+46.50PVI ELEV = 4938.32PVI STA = 15+49.50PVI ELEV = 4938.38PVI STA = 15+62.50PVI ELEV = 4938.66PVI STA = 15+43.50PVI ELEV = 4938.38PVI STA = 16+86.04PVI ELEV = 4939.39PVI STA = 16+95.14PVI ELEV = 4937.5770.0' VC HP ELEV = 4946.71 HP STA = 10+36.28 PVI STA = 10+47.92 PVI ELEV = 4946.94BVCS: 10+12.92BVCE: 4946.59EVCS: 10+82.92EVCE: 4946.24A.D. = 3.00 K = 23.36 PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE 36" RCP STORMSTA.= 15+52.50INV.= 4931.73PROPOSED GRADE EXISTING GRADE24" HDPE IRRIGATIONSTA.= 10+07.50INV.= 4936.601.00% 120.0' VC HP ELEV = 4939.71 HP STA = 17+24.70 PVI STA = 17+71.38 PVI ELEV = 4940.25 BVCS: 17+11.38BVCE: 4939.65A.D. = 9.01 K = 13.32 1.00% 120.0' VC HP ELEV = 4939.71 HP STA = 17+24.70 PVI STA = 17+71.38 PVI ELEV = 4940.25 BVCS: 17+11.38BVCE: 4939.65A.D. = 9.01 K = 13.32 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.104946.264946.294946.124945.744945.704945.484944.854944.394943.924943.464942.994942.524942.064941.594941.134940.664940.194939.734939.294938.964938.684938.464938.534938.504938.634938.764938.89-2.20% 4.00% 2.20%-1.70% -2.20% -2.00%2.00% 2.20% -1.36% -1.12% -2.74 % -1.86% -1.86% 0.93% 0.50% 1.00% 0.52%1.00%-15 .36%PVI STA = 9+88.41PVI ELEV = 4945.99PVI STA = 10+00.00PVI ELEV = 4946.10PVI STA = 10+11.55PVI ELEV = 4946.15PVI STA = 11+16.68PVI ELEV = 4945.46PVI STA = 11+19.68PVI ELEV = 4945.58PVI STA = 11+33.05PVI ELEV = 4945.87PVI STA = 11+46.05PVI ELEV = 4945.59PVI STA = 11+68.05PVI ELEV = 4944.98PVI STA = 12+23.07PVI ELEV = 4943.96PVI STA = 14+70.07PVI ELEV = 4939.35PVI STA = 14+95.00PVI ELEV = 4939.02PVI STA = 15+48.05PVI ELEV = 4938.42PVI STA = 15+51.05PVI ELEV = 4938.48PVI STA = 15+64.05PVI ELEV = 4938.77PVI STA = 15+77.89PVI ELEV = 4938.46PVI STA = 15+80.89PVI ELEV = 4938.40PVI STA = 16+83.89PVI ELEV = 4938.94PVI STA = 16+87.60PVI ELEV = 4938.98PVI STA = 16+96.69PVI ELEV = 4937.5880.0' VC HP ELEV = 4946.31 HP STA = 10+41.57 PVI STA = 10+51.92 PVI ELEV = 4946.56BVCS: 10+11.92BVCE: 4946.16EVCS: 10+91.92EVCE: 4945.88A.D. = 2.70 K = 29.65 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE24" HDPE IRRIGATIONSTA.= 10+09.02INV.= 4936.5236" RCP STORMSTA.= 15+54.05INV.= 4931.664930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.114946.304946.474946.424946.164946.124945.984945.424944.734944.054943.474943.004942.534942.074941.604941.144940.674940.204939.744939.294938.934938.574938.264938.354938.334938.484938.634938.85-1.42% 0.50% 1.00%-2.20% 4.00% 2.20% 2.00% 2.20%-2.20% -2.00% -1.44% 2.25%-2.13% -2.36% -1.86% -2.75 % 0.61%1.00%-15 .36%PVI STA = 9+86.23PVI ELEV = 4945.80PVI STA = 10+00.00PVI ELEV = 4946.11PVI STA = 10+12.05PVI ELEV = 4946.17PVI STA = 11+17.84PVI ELEV = 4945.91PVI STA = 11+20.84PVI ELEV = 4946.03PVI STA = 11+34.23PVI ELEV = 4946.32PVI STA = 11+46.55PVI ELEV = 4946.05PVI STA = 11+70.17PVI ELEV = 4945.55PVI STA = 12+23.57PVI ELEV = 4944.08PVI STA = 12+48.57PVI ELEV = 4943.49PVI STA = 14+70.57PVI ELEV = 4939.35PVI STA = 15+48.55PVI ELEV = 4938.23PVI STA = 15+51.55PVI ELEV = 4938.29PVI STA = 15+64.55PVI ELEV = 4938.58PVI STA = 15+78.39PVI ELEV = 4938.28PVI STA = 15+81.39PVI ELEV = 4938.22PVI STA = 16+59.39PVI ELEV = 4938.69PVI STA = 16+88.10PVI ELEV = 4938.98PVI STA = 16+97.19PVI ELEV = 4937.5870.0' VC HP ELEV = 4946.48 HP STA = 10+57.25 PVI STA = 10+63.32 PVI ELEV = 4946.68BVCS: 10+28.32BVCE: 4946.33EVCS: 10+98.32EVCE: 4946.19A.D. = 2.42 K = 28.91 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE 36" RCP STORMSTA.= 15+54.55INV.= 4931.8124" HDPE IRRIGATIONSTA.= 10+09.49INV.= 4936.69SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA18+00R11 PLAN AND PROFILEWEEPING WILLOW DRIVE67 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE WEEPING WILLOW DRIVE R11 R12 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. before you dig.Call R CENTERLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) IRR WEEPING WILLOW DRIVE 59' ROW 30' FL-FL LOT 2 LOT 8 LOT 6 LOT 7 LOT 1 BLOCK 7 5' SIDEWALK 5' SIDEWALK ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER STREET B SEE SHEETS R5 - R6 STREET B SEE SHEETS R5 - R6 PROPOSED TYPE 3 BARRICADE 4900 4905 4910 4915 4920 4925 4930 4935 4940 4945 4900 4905 4910 4915 4920 4925 4930 4935 4940 4945 18+00 19+00 20+00 21+00 22+00 22+50 EXISTING GROUND @ ROAD CENTERLINE FUTURE GROUND @ ROAD CENTERLINE 4929.954921.944913.934935.944933.954931.954927.954925.944923.944919.944917.934915.934911.934909.934907.92PROPOSED GRADE EXISTING GRADE -8 . 0 1 %PVI STA = 21+95.14PVI ELEV = 4906.31EVCS: 18+31.38EVCE: 4935.44-8 . 0 1 %PVI STA = 21+95.14PVI ELEV = 4906.31EVCS: 18+31.38EVCE: 4935.44R12 PLAN AND PROFILEWEEPING WILLOW DRIVE68 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft.STAMATCH LINESEE SHEET18+00R11KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) WEEPING WILLOW DRIVE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA16+00R11 R12 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. before you dig.Call R IRR WEEPING WILLOW DRIVE 59' ROW 30' FL-FL LOT 2 LOT 8 LOT 6 LOT 7 LOT 1 BLOCK 7 5' SIDEWALK 5' SIDEWALK ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER STREET B SEE SHEETS R5 - R6 STREET B SEE SHEETS R5 - R6 PROPOSED TYPE 3 BARRICADE 4900 4905 4910 4915 4920 4925 4930 4935 4940 4945 4900 4905 4910 4915 4920 4925 4930 4935 4940 4945 18+00 19+00 20+00 21+00 22+00 22+50 EXISTING GROUND @ ROAD CENTERLINE FUTURE GROUND @ ROAD CENTERLINE 4929.954921.944913.934935.944933.954931.954927.954925.944923.944919.944917.934915.934911.934909.934907.92PROPOSED GRADE EXISTING GRADE -8 . 0 1 %PVI STA = 21+95.14PVI ELEV = 4906.31EVCS: 18+31.38EVCE: 4935.44-8 . 0 1 %PVI STA = 21+95.14PVI ELEV = 4906.31EVCS: 18+31.38EVCE: 4935.44R12 PLAN AND PROFILEWEEPING WILLOW DRIVE68 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft.STAMATCH LINESEE SHEET18+00R11KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) WEEPING WILLOW DRIVE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA16+00R11 R12 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. before you dig.Call R UD UD UD UDRED WILLOW DRIVE ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST RED WILLOW DRIVE STA. = 11+31.50 (RED WILLOW DRIVE) STA. = 23+24.26 (STREET A) STA. = 15+62.50 (RED WILLOW DRIVE) STA. = 21+81.71 (STREET B & I) STREET A SEE SHEETS R2 - ## STREET B SEE SHEETS R5 - R6 ALLEY L SEE SHEET R15 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R2 - ##LINDEN PARKP.D.P., 1ST REPLATLOT 6LOT 563' ROW 36' FL-FL VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER CONNECT TO EXISTING PAVEMENT ROLL OVER CURB & GUTTER EXISTING STORM DRAIN EXISTING STORM DRAIN MANHOLE TRACT O DELOT 2 LOT 10 LOT 10TRACT C DELOT 1 LOT 3 BLOCK 3 LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 LOT 6 LOT 6 LOT 1LOT 2LOT 3 BLOCK 14 BLOCK 13 TRACT H UDA 6' CONCRETE PAN 6' CONCRETE PAN 6' CONCRETE PAN 5' SIDEWALK 10' SIDEWALK 5' SIDEWALK 10' SIDEWALK LOT 9TRACT B DESTOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT LOT 9 SIGHT DISTANCE SIGHT DISTANCE 5' ACCESS EASEMENT 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.384939.634937.884938.764938.894936.894934.904934.224939.594939.404938.934938.404937.794937.764938.264939.174939.334939.234938.394937.894937.394936.404935.904935.404934.404934.044934.044934.524934.824935.12PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.00% -2.00% -2.00% 0.88% -2.11% -2.20% -2.00% 2.00% 2.20% 2.00% 2.00% -2.00% 2.00% 2.20%-2.20% -2.00% 1.20% -20.44%PVI STA = 15+82.33PVI ELEV = 4934.01PVI STA = 15+46.50PVI ELEV = 4933.97PVI STA = 11+14.67PVI ELEV = 4937.57PVI STA = 11+11.67PVI ELEV = 4937.63PVI STA = 15+76.33PVI ELEV = 4934.01PVI STA = 15+79.33PVI ELEV = 4933.95PVI STA = 15+49.50PVI ELEV = 4934.03PVI STA = 15+62.50PVI ELEV = 4934.31PVI STA = 11+47.50PVI ELEV = 4937.71PVI STA = 15+43.50PVI ELEV = 4934.03PVI STA = 11+17.67PVI ELEV = 4937.63PVI STA = 11+31.50PVI ELEV = 4937.93PVI STA = 11+41.50PVI ELEV = 4937.71PVI STA = 11+44.50PVI ELEV = 4937.65PVI STA = 16+86.92PVI ELEV = 4935.26PVI STA = 16+94.74PVI ELEV = 4933.6669.5' VC HP ELEV = 4939.65 HP STA = 9+91.31 PVI STA = 10+05.65 PVI ELEV = 4939.86 BVCS: 9+70.90BVCE: 4939.56EVCS: 10+40.39EVCE: 4939.13A.D. = 2.98 K = 23.30 100.0' VC HP ELEV = 4939.33 HP STA = 12+53.29 PVI STA = 12+53.31 PVI ELEV = 4939.83 BVCS: 12+03.31BVCE: 4938.83EVCS: 13+03.31EVCE: 4938.83A.D. = 4.00 K = 25.01 36" RCP STORMSTA.= 15+52.49INV.= 4928.08PROPOSED GRADE EXISTING GRADE 1.20%HP ELEV = 4935.63HP STA = 17+34.25BVCS: 17+01.36BVCE: 4935.441.20% 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.124937.904938.314938.384936.384934.574934.174938.934938.614938.254937.944937.714938.014938.624938.824938.744937.884937.384936.884935.884935.384934.914934.304934.164934.164934.324934.474934.631.21% 2.20%-2.20% -2.20%-4.0 0 % 3.21%2.20% -1.50% -2.00% 0.04%-0.50%-1.00% -1.43% -1.00%-1.33% -16 .03% 1.20% 0.59%0.70%PVI STA = 9+82.31PVI ELEV = 4939.12PVI STA = 9+99.73PVI ELEV = 4939.13PVI STA = 10+10.10PVI ELEV = 4939.07PVI STA = 10+35.10PVI ELEV = 4938.82PVI STA = 11+14.78PVI ELEV = 4937.68PVI STA = 11+17.77PVI ELEV = 4937.78PVI STA = 11+31.61PVI ELEV = 4938.09PVI STA = 11+44.60PVI ELEV = 4937.80PVI STA = 11+47.61PVI ELEV = 4937.68PVI STA = 14+68.61PVI ELEV = 4935.01PVI STA = 14+93.60PVI ELEV = 4934.63PVI STA = 15+18.60PVI ELEV = 4934.38PVI STA = 15+46.60PVI ELEV = 4934.01PVI STA = 15+49.60PVI ELEV = 4934.15PVI STA = 15+62.61PVI ELEV = 4934.44PVI STA = 15+75.90PVI ELEV = 4934.14PVI STA = 15+78.90PVI ELEV = 4934.04PVI STA = 16+57.03PVI ELEV = 4934.51PVI STA = 16+82.03PVI ELEV = 4934.68PVI STA = 16+87.03PVI ELEV = 4934.74PVI STA = 16+94.85PVI ELEV = 4933.4970.0' VC HP ELEV = 4938.83 HP STA = 12+55.66 PVI STA = 12+64.24 PVI ELEV = 4939.09 BVCS: 12+29.24BVCE: 4938.67EVCS: 12+99.24EVCE: 4938.39A.D. = 3.21 K = 21.79 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 15+52.60INV.= 4927.994925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.194937.684938.364938.374936.384934.524934.014938.944938.574938.134937.644937.444937.904938.734938.854938.734937.884937.384936.884935.884935.384934.914934.144933.934933.934934.224934.424934.63-1.53% -2.00% 2.20%-2.20% -2.20%2.20% 1.85% -0.45%-0.95%-1.45% -1.79% - 1 0 . 2 2% 0.82%1.20%PVI STA = 9+82.12PVI ELEV = 4939.29PVI STA = 9+97.73PVI ELEV = 4939.22PVI STA = 10+22.73PVI ELEV = 4938.98PVI STA = 10+47.73PVI ELEV = 4938.62PVI STA = 11+14.63PVI ELEV = 4937.42PVI STA = 11+17.63PVI ELEV = 4937.48PVI STA = 11+31.46PVI ELEV = 4937.78PVI STA = 11+44.46PVI ELEV = 4937.50PVI STA = 11+47.46PVI ELEV = 4937.39PVI STA = 14+68.46PVI ELEV = 4935.01PVI STA = 15+46.46PVI ELEV = 4933.81PVI STA = 15+49.46PVI ELEV = 4933.92PVI STA = 15+62.46PVI ELEV = 4934.20PVI STA = 15+76.10PVI ELEV = 4933.90PVI STA = 15+79.10PVI ELEV = 4933.84PVI STA = 16+81.88PVI ELEV = 4934.68PVI STA = 16+86.88PVI ELEV = 4934.74PVI STA = 16+94.70PVI ELEV = 4933.95100.0' VC HP ELEV = 4938.85 HP STA = 12+50.33 PVI STA = 12+52.27 PVI ELEV = 4939.33 BVCS: 12+02.27BVCE: 4938.40EVCS: 13+02.27EVCE: 4938.33A.D. = 3.85 K = 25.98 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 15+52.45INV.= 4928.17SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA18+00R13 PLAN AND PROFILERED WILLOW DRIVE69 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE RED WILLOW DRIVE R13 R14 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. before you dig.Call R CENTERLINE RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) UD UD UD UDRED WILLOW DRIVE DDDST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST RED WILLOW DRIVE STA. = 11+31.50 (RED WILLOW DRIVE) STA. = 23+24.26 (STREET A) STA. = 15+62.50 (RED WILLOW DRIVE) STA. = 21+81.71 (STREET B & I) STREET A SEE SHEETS R2 - ## STREET B SEE SHEETS R5 - R6 ALLEY L SEE SHEET R15 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R2 - ##LINDEN PARKP.D.P., 1ST REPLATLOT 6LOT 563' ROW 36' FL-FL VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER CONNECT TO EXISTING PAVEMENT ROLL OVER CURB & GUTTER EXISTING STORM DRAIN EXISTING STORM DRAIN MANHOLE TRACT O DELOT 2 LOT 10 LOT 10TRACT C DELOT 1 LOT 3 BLOCK 3 LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 LOT 6 LOT 6 LOT 1LOT 2LOT 3 BLOCK 14 BLOCK 13 TRACT H UDA 6' CONCRETE PAN 6' CONCRETE PAN 6' CONCRETE PAN 5' SIDEWALK 10' SIDEWALK 5' SIDEWALK 10' SIDEWALK LOT 9TRACT B DESTOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT LOT 9 SIGHT DISTANCE SIGHT DISTANCE 5' ACCESS EASEMENT 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.384939.634937.884938.764938.894936.894934.904934.224939.594939.404938.934938.404937.794937.764938.264939.174939.334939.234938.394937.894937.394936.404935.904935.404934.404934.044934.044934.524934.824935.12PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.00% -2.00% -2.00% 0.88% -2.11% -2.20% -2.00% 2.00% 2.20% 2.00% 2.00% -2.00% 2.00% 2.20%-2.20% -2.00% 1.20% -20.44%PVI STA = 15+82.33PVI ELEV = 4934.01PVI STA = 15+46.50PVI ELEV = 4933.97PVI STA = 11+14.67PVI ELEV = 4937.57PVI STA = 11+11.67PVI ELEV = 4937.63PVI STA = 15+76.33PVI ELEV = 4934.01PVI STA = 15+79.33PVI ELEV = 4933.95PVI STA = 15+49.50PVI ELEV = 4934.03PVI STA = 15+62.50PVI ELEV = 4934.31PVI STA = 11+47.50PVI ELEV = 4937.71PVI STA = 15+43.50PVI ELEV = 4934.03PVI STA = 11+17.67PVI ELEV = 4937.63PVI STA = 11+31.50PVI ELEV = 4937.93PVI STA = 11+41.50PVI ELEV = 4937.71PVI STA = 11+44.50PVI ELEV = 4937.65PVI STA = 16+86.92PVI ELEV = 4935.26PVI STA = 16+94.74PVI ELEV = 4933.6669.5' VC HP ELEV = 4939.65 HP STA = 9+91.31 PVI STA = 10+05.65 PVI ELEV = 4939.86 BVCS: 9+70.90BVCE: 4939.56EVCS: 10+40.39EVCE: 4939.13A.D. = 2.98 K = 23.30 100.0' VC HP ELEV = 4939.33 HP STA = 12+53.29 PVI STA = 12+53.31 PVI ELEV = 4939.83 BVCS: 12+03.31BVCE: 4938.83EVCS: 13+03.31EVCE: 4938.83A.D. = 4.00 K = 25.01 36" RCP STORMSTA.= 15+52.49INV.= 4928.08PROPOSED GRADE EXISTING GRADE 1.20%HP ELEV = 4935.63HP STA = 17+34.25BVCS: 17+01.36BVCE: 4935.441.20% 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.124937.904938.314938.384936.384934.574934.174938.934938.614938.254937.944937.714938.014938.624938.824938.744937.884937.384936.884935.884935.384934.914934.304934.164934.164934.324934.474934.631.21% 2.20%-2.20% -2.20%-4.0 0 % 3.21%2.20% -1.50% -2.00% 0.04%-0.50%-1.00% -1.43% -1.00%-1.33% -16 .03% 1.20% 0.59%0.70%PVI STA = 9+82.31PVI ELEV = 4939.12PVI STA = 9+99.73PVI ELEV = 4939.13PVI STA = 10+10.10PVI ELEV = 4939.07PVI STA = 10+35.10PVI ELEV = 4938.82PVI STA = 11+14.78PVI ELEV = 4937.68PVI STA = 11+17.77PVI ELEV = 4937.78PVI STA = 11+31.61PVI ELEV = 4938.09PVI STA = 11+44.60PVI ELEV = 4937.80PVI STA = 11+47.61PVI ELEV = 4937.68PVI STA = 14+68.61PVI ELEV = 4935.01PVI STA = 14+93.60PVI ELEV = 4934.63PVI STA = 15+18.60PVI ELEV = 4934.38PVI STA = 15+46.60PVI ELEV = 4934.01PVI STA = 15+49.60PVI ELEV = 4934.15PVI STA = 15+62.61PVI ELEV = 4934.44PVI STA = 15+75.90PVI ELEV = 4934.14PVI STA = 15+78.90PVI ELEV = 4934.04PVI STA = 16+57.03PVI ELEV = 4934.51PVI STA = 16+82.03PVI ELEV = 4934.68PVI STA = 16+87.03PVI ELEV = 4934.74PVI STA = 16+94.85PVI ELEV = 4933.4970.0' VC HP ELEV = 4938.83 HP STA = 12+55.66 PVI STA = 12+64.24 PVI ELEV = 4939.09 BVCS: 12+29.24BVCE: 4938.67EVCS: 12+99.24EVCE: 4938.39A.D. = 3.21 K = 21.79 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 15+52.60INV.= 4927.994925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.194937.684938.364938.374936.384934.524934.014938.944938.574938.134937.644937.444937.904938.734938.854938.734937.884937.384936.884935.884935.384934.914934.144933.934933.934934.224934.424934.63-1.53% -2.00% 2.20%-2.20% -2.20%2.20% 1.85% -0.45%-0.95%-1.45% -1.79% - 1 0 . 2 2% 0.82%1.20%PVI STA = 9+82.12PVI ELEV = 4939.29PVI STA = 9+97.73PVI ELEV = 4939.22PVI STA = 10+22.73PVI ELEV = 4938.98PVI STA = 10+47.73PVI ELEV = 4938.62PVI STA = 11+14.63PVI ELEV = 4937.42PVI STA = 11+17.63PVI ELEV = 4937.48PVI STA = 11+31.46PVI ELEV = 4937.78PVI STA = 11+44.46PVI ELEV = 4937.50PVI STA = 11+47.46PVI ELEV = 4937.39PVI STA = 14+68.46PVI ELEV = 4935.01PVI STA = 15+46.46PVI ELEV = 4933.81PVI STA = 15+49.46PVI ELEV = 4933.92PVI STA = 15+62.46PVI ELEV = 4934.20PVI STA = 15+76.10PVI ELEV = 4933.90PVI STA = 15+79.10PVI ELEV = 4933.84PVI STA = 16+81.88PVI ELEV = 4934.68PVI STA = 16+86.88PVI ELEV = 4934.74PVI STA = 16+94.70PVI ELEV = 4933.95100.0' VC HP ELEV = 4938.85 HP STA = 12+50.33 PVI STA = 12+52.27 PVI ELEV = 4939.33 BVCS: 12+02.27BVCE: 4938.40EVCS: 13+02.27EVCE: 4938.33A.D. = 3.85 K = 25.98 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 15+52.45INV.= 4928.17SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98MATCHLINESTA18+00R13 PLAN AND PROFILERED WILLOW DRIVE69 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE RED WILLOW DRIVE R13 R14 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. before you dig.Call R CENTERLINE RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V)DST ST ST ST ST ST ST ST ST ST ST ST GGGGGG G G G GGGGGGGGGGGGGGG G G G G G GGGGGGGGEEEEEEEEEEEEEEEVAULTEEVAULTVAULTVAULTEEE E E E E EEEEEEEEEEEEEEEEEE E ALLEY L STREET I SEE SHEETS R5 - R6 STREET C SEE SHEET R7 RED WILLOW DRIVE SEE SHEETS R13 - R14 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R1 - R3 20' EOC-TBC 10' CL-TBC EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 6 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 TRACT H UDA TRACT O DEBLOCK 3 BLOCK 13 BLOCK 14 SIDEWALK CHASE & CURB CUT ROLL OVER CURB & GUTTER 8' UTILITY EASEMENT 8' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE ∆∆ 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4939.364939.104938.714938.334937.944937.564937.174936.794936.404936.024935.634935.254934.944934.714934.544934.524934.088.33% 2.20% 0.60% -2.15% -8.33%7.76% 2.00% -2.00% -7.82% -1.54% -0.60%PVI STA = 10+00.00PVI ELEV = 4939.12PVI STA = 10+13.00PVI ELEV = 4938.84PVI STA = 10+15.00PVI ELEV = 4938.67PVI STA = 10+23.50PVI ELEV = 4939.33PVI STA = 10+28.50PVI ELEV = 4939.43PVI STA = 13+89.39PVI ELEV = 4934.46PVI STA = 14+03.30PVI ELEV = 4934.54PVI STA = 14+08.30PVI ELEV = 4934.44PVI STA = 14+16.80PVI ELEV = 4933.78PVI STA = 14+18.80PVI ELEV = 4933.94PVI STA = 14+31.80PVI ELEV = 4934.2375.0' VC PVI STA = 13+26.69 PVI ELEV = 4934.83 BCVS: 12+89.19BVCE: 4935.41ECVS: 13+64.19EVCE: 4934.61A.D. = 0.94 K = 79.60 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4940.094940.334940.114939.774939.444939.104938.764938.424938.094937.754937.414937.084936.754936.474936.264936.114936.124935.684935.894935.98-2.20% -8.33% 8.33% 2.20% 7.83% 2.00% -2.00% -7.82% 0.60%0.34% -1.35% -0.60%PVI STA = 10+00.00PVI ELEV = 4940.09PVI STA = 10+13.00PVI ELEV = 4939.80PVI STA = 10+15.00PVI ELEV = 4939.63PVI STA = 10+23.50PVI ELEV = 4940.30PVI STA = 10+28.50PVI ELEV = 4940.40PVI STA = 13+86.50PVI ELEV = 4936.04PVI STA = 14+03.30PVI ELEV = 4936.14PVI STA = 14+08.30PVI ELEV = 4936.04PVI STA = 14+16.80PVI ELEV = 4935.38PVI STA = 14+18.80PVI ELEV = 4935.54PVI STA = 14+31.80PVI ELEV = 4935.83PVI STA = 14+81.80PVI ELEV = 4936.0075.0' VC PVI STA = 13+24.04 PVI ELEV = 4936.41 BCVS: 12+86.54BVCE: 4936.92ECVS: 13+61.54EVCE: 4936.19A.D. = 0.75 K = 100.17 G G G G G G G GGGGGGGGGGGGGGGG G G G G G GGGGGGGGEEEEEEE EEEEEEEEEEEEEEEE VAULTEEVAULTEVAULTEEEEEESTREET B SEE SHEETS R5 - R6 STREET G SEE SHEET R10 STREET A SEE SHEETS R1 - R3 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 ALLEY K 20' EOC-TBC 10' CL-TBC LOT 6 TRACT G DAE LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 2 LOT 7 LOT 6 LOT 5 LOT 8 LOT 7 LOT 5 LOT 6 LOT 8 LOT 6 LOT 10 LOT 10 BLOCK 8 BLOCK 11 BLOCK 12 BLOCK 2 ROLL OVER CURB & GUTTER SIDEWALK CHASE & CURB CUT TRACT P DETRACT B DE LOT 7 8' UTILITY EASEMENT 8' UTILITY EASEMENT 30' TRACT SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 R15 PLAN AND PROFILESALLEY K & ALLEY L71 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ALLEY LALLEY K PROFILE SCALE: R13 R13 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. before you dig.Call R DST ST ST ST ST ST ST ST ST ST ST ST GGGGGG G G G GGGGGGGGGGGGGGG G G G G G GGGGGGGGEEEEEEEEEEEEEEEVAULTEEVAULTVAULTVAULTEEE E E E E EEEEEEEEEEEEEEEEEE E ALLEY L STREET I SEE SHEETS R5 - R6 STREET C SEE SHEET R7 RED WILLOW DRIVE SEE SHEETS R13 - R14 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R1 - R3 20' EOC-TBC 10' CL-TBC EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 6 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 TRACT H UDA TRACT O DEBLOCK 3 BLOCK 13 BLOCK 14 SIDEWALK CHASE & CURB CUT ROLL OVER CURB & GUTTER 8' UTILITY EASEMENT 8' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE ∆∆ 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4939.364939.104938.714938.334937.944937.564937.174936.794936.404936.024935.634935.254934.944934.714934.544934.524934.088.33% 2.20% 0.60% -2.15% -8.33%7.76% 2.00% -2.00% -7.82% -1.54% -0.60%PVI STA = 10+00.00PVI ELEV = 4939.12PVI STA = 10+13.00PVI ELEV = 4938.84PVI STA = 10+15.00PVI ELEV = 4938.67PVI STA = 10+23.50PVI ELEV = 4939.33PVI STA = 10+28.50PVI ELEV = 4939.43PVI STA = 13+89.39PVI ELEV = 4934.46PVI STA = 14+03.30PVI ELEV = 4934.54PVI STA = 14+08.30PVI ELEV = 4934.44PVI STA = 14+16.80PVI ELEV = 4933.78PVI STA = 14+18.80PVI ELEV = 4933.94PVI STA = 14+31.80PVI ELEV = 4934.2375.0' VC PVI STA = 13+26.69 PVI ELEV = 4934.83 BCVS: 12+89.19BVCE: 4935.41ECVS: 13+64.19EVCE: 4934.61A.D. = 0.94 K = 79.60 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4940.094940.334940.114939.774939.444939.104938.764938.424938.094937.754937.414937.084936.754936.474936.264936.114936.124935.684935.894935.98-2.20% -8.33% 8.33% 2.20% 7.83% 2.00% -2.00% -7.82% 0.60%0.34% -1.35% -0.60%PVI STA = 10+00.00PVI ELEV = 4940.09PVI STA = 10+13.00PVI ELEV = 4939.80PVI STA = 10+15.00PVI ELEV = 4939.63PVI STA = 10+23.50PVI ELEV = 4940.30PVI STA = 10+28.50PVI ELEV = 4940.40PVI STA = 13+86.50PVI ELEV = 4936.04PVI STA = 14+03.30PVI ELEV = 4936.14PVI STA = 14+08.30PVI ELEV = 4936.04PVI STA = 14+16.80PVI ELEV = 4935.38PVI STA = 14+18.80PVI ELEV = 4935.54PVI STA = 14+31.80PVI ELEV = 4935.83PVI STA = 14+81.80PVI ELEV = 4936.0075.0' VC PVI STA = 13+24.04 PVI ELEV = 4936.41 BCVS: 12+86.54BVCE: 4936.92ECVS: 13+61.54EVCE: 4936.19A.D. = 0.75 K = 100.17 G G G G G G G GGGGGGGGGGGGGGGG G G G G G GGGGGGGGEEEEEEE EEEEEEEEEEEEEEEE VAULTEEVAULTEVAULTEEEEEESTREET B SEE SHEETS R5 - R6 STREET G SEE SHEET R10 STREET A SEE SHEETS R1 - R3 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 ALLEY K 20' EOC-TBC 10' CL-TBC LOT 6 TRACT G DAE LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 2 LOT 7 LOT 6 LOT 5 LOT 8 LOT 7 LOT 5 LOT 6 LOT 8 LOT 6 LOT 10 LOT 10 BLOCK 8 BLOCK 11 BLOCK 12 BLOCK 2 ROLL OVER CURB & GUTTER SIDEWALK CHASE & CURB CUT TRACT P DETRACT B DE LOT 7 8' UTILITY EASEMENT 8' UTILITY EASEMENT 30' TRACT SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 R15 PLAN AND PROFILESALLEY K & ALLEY L71 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ALLEY LALLEY K PROFILE SCALE: R13 R13 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. before you dig.Call RLINDEN PARKP.D.P., 1ST REPLATLOT 4LOT 3LOT 2STREET I SEE SHEETS R5 - R6 ALLEY O SEE SHEET R17ALLEY M STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ## STREET A SEE SHEETS R2 - ## LOT 13 LOT 12 LOT 14 LOT 8LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 7 LOT 6 LOT 11 LOT 8 LOT 9 LOT 10 TRACT J AE LOT 8LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT M AE LOT 3LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1LOT 2LOT 5TRACT O DE BLOCK 19BLOCK 15 BLOCK 16 TRACT C DEBLOCK 3 TRACT N UDA&EAELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 6BLOCK 19 BLOCK 21LOT 5LOT 1LOT 2TRACT I UDA&EAE ROLL OVER CURB & GUTTER STOP SIGN w/ STREET NAMES 8' UTILITY EASEMENT 8' UTILITY EASEMENT SIDEWALK CHASE & CURB CUT SIGHT DISTANCESIGHT DISTANCE SIGHT DISTANCE ∆∆ 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 13+50 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4941.164940.474939.604938.724937.844936.974936.354936.084936.054935.62-2.17% -8.33% 3.10% 2.00% 8.33% 2.20% -2.00% -7.77% 0.60% -3.5 1 % -0.60%PVI STA = 10+00.00PVI ELEV = 4941.31PVI STA = 10+13.01PVI ELEV = 4941.03PVI STA = 10+15.01PVI ELEV = 4940.86PVI STA = 10+23.51PVI ELEV = 4941.13PVI STA = 10+28.51PVI ELEV = 4941.23PVI STA = 12+15.40PVI ELEV = 4935.99PVI STA = 12+27.30PVI ELEV = 4936.06PVI STA = 12+32.30PVI ELEV = 4935.96PVI STA = 12+40.80PVI ELEV = 4935.30PVI STA = 12+42.80PVI ELEV = 4935.47PVI STA = 12+58.80PVI ELEV = 4935.8250.0' VC PVI STA = 11+70.17 PVI ELEV = 4936.26 BCVS: 11+45.17BVCE: 4937.14ECVS: 11+95.17EVCE: 4936.11A.D. = 2.91 K = 17.21IRRFESALLEY N LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 1CORONA AVENUE SEE SHEET ## ALLEY P SEE SHEET R17 STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ##STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ## LOT 1 LOT 3 LOT 2 TRACT L DE LOT 7LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 6LOT 3LOT 5LOT 1LOT 2LOT 1LOT 2LOT 5LOT 4TRACT O DE BLOCK 21 BLOCK 22 BLOCK 17 BLOCK 18 TRACT D DEBLOCK 4 TRACT M AE LOT 3LOT 1LOT 2LOT 5LOT 13 LOT 12 LOT 14 LOT 8TRACT J AE LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT C DEBLOCK 3 BLOCK 18 TRACT N UDA&EAETRACT K UDA&EAE ROLL OVER CURB & GUTTER SIDEWALK CHASE & CURB CUT STOP SIGN w/ STREET NAMES 8' UTILITY EASEMENT 8' UTILITY EASEMENT LOT 4LOT 3SIGHT DISTANCE SIGHT DISTANCE ∆∆ 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 13+50 EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4940.594939.794938.784937.774936.764935.754935.034934.744934.704934.282.37% 2.00% -2.00% -7.76% 8.33% 2.20% -2.20% -8.33% 0.60% -4.0 4 % -0.60%PVI STA = 10+00.00PVI ELEV = 4940.81PVI STA = 10+13.01PVI ELEV = 4940.53PVI STA = 10+15.01PVI ELEV = 4940.36PVI STA = 10+23.50PVI ELEV = 4940.56PVI STA = 10+28.50PVI ELEV = 4940.66PVI STA = 12+15.40PVI ELEV = 4934.65PVI STA = 12+27.30PVI ELEV = 4934.72PVI STA = 12+32.30PVI ELEV = 4934.62PVI STA = 12+40.80PVI ELEV = 4933.96PVI STA = 12+42.80PVI ELEV = 4934.13PVI STA = 12+58.80PVI ELEV = 4934.4850.0' VC PVI STA = 11+70.53 PVI ELEV = 4934.92 BCVS: 11+45.53BVCE: 4935.93ECVS: 11+95.53EVCE: 4934.77A.D. = 3.44 K = 14.51 PROPOSED GRADE @ ALLEY FLOWLINE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 ALLEY N R16 PLAN AND PROFILEALLEY M & ALLEY N72 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ALLEY M PROFILE SCALE: R16 R16 20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC 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. before you dig.Call R LINDEN PARKP.D.P., 1ST REPLATLOT 4LOT 3LOT 2STREET I SEE SHEETS R5 - R6 ALLEY O SEE SHEET R17ALLEY M STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ## STREET A SEE SHEETS R2 - ## LOT 13 LOT 12 LOT 14 LOT 8LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 7 LOT 6 LOT 11 LOT 8 LOT 9 LOT 10 TRACT J AE LOT 8LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT M AE LOT 3LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1LOT 2LOT 5TRACT O DE BLOCK 19BLOCK 15 BLOCK 16 TRACT C DEBLOCK 3 TRACT N UDA&EAELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 6BLOCK 19 BLOCK 21LOT 5LOT 1LOT 2TRACT I UDA&EAE ROLL OVER CURB & GUTTER STOP SIGN w/ STREET NAMES 8' UTILITY EASEMENT 8' UTILITY EASEMENT SIDEWALK CHASE & CURB CUT SIGHT DISTANCESIGHT DISTANCE SIGHT DISTANCE ∆∆ 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 13+50 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4941.164940.474939.604938.724937.844936.974936.354936.084936.054935.62-2.17% -8.33% 3.10% 2.00% 8.33% 2.20% -2.00% -7.77% 0.60% -3.5 1 % -0.60%PVI STA = 10+00.00PVI ELEV = 4941.31PVI STA = 10+13.01PVI ELEV = 4941.03PVI STA = 10+15.01PVI ELEV = 4940.86PVI STA = 10+23.51PVI ELEV = 4941.13PVI STA = 10+28.51PVI ELEV = 4941.23PVI STA = 12+15.40PVI ELEV = 4935.99PVI STA = 12+27.30PVI ELEV = 4936.06PVI STA = 12+32.30PVI ELEV = 4935.96PVI STA = 12+40.80PVI ELEV = 4935.30PVI STA = 12+42.80PVI ELEV = 4935.47PVI STA = 12+58.80PVI ELEV = 4935.8250.0' VC PVI STA = 11+70.17 PVI ELEV = 4936.26 BCVS: 11+45.17BVCE: 4937.14ECVS: 11+95.17EVCE: 4936.11A.D. = 2.91 K = 17.21IRRFESALLEY N LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 1CORONA AVENUE SEE SHEET ## ALLEY P SEE SHEET R17 STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ##STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ## LOT 1 LOT 3 LOT 2 TRACT L DE LOT 7LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 6LOT 3LOT 5LOT 1LOT 2LOT 1LOT 2LOT 5LOT 4TRACT O DE BLOCK 21 BLOCK 22 BLOCK 17 BLOCK 18 TRACT D DEBLOCK 4 TRACT M AE LOT 3LOT 1LOT 2LOT 5LOT 13 LOT 12 LOT 14 LOT 8TRACT J AE LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT C DEBLOCK 3 BLOCK 18 TRACT N UDA&EAETRACT K UDA&EAE ROLL OVER CURB & GUTTER SIDEWALK CHASE & CURB CUT STOP SIGN w/ STREET NAMES 8' UTILITY EASEMENT 8' UTILITY EASEMENT LOT 4LOT 3SIGHT DISTANCE SIGHT DISTANCE ∆∆ 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 13+50 EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4940.594939.794938.784937.774936.764935.754935.034934.744934.704934.282.37% 2.00% -2.00% -7.76% 8.33% 2.20% -2.20% -8.33% 0.60% -4.0 4 % -0.60%PVI STA = 10+00.00PVI ELEV = 4940.81PVI STA = 10+13.01PVI ELEV = 4940.53PVI STA = 10+15.01PVI ELEV = 4940.36PVI STA = 10+23.50PVI ELEV = 4940.56PVI STA = 10+28.50PVI ELEV = 4940.66PVI STA = 12+15.40PVI ELEV = 4934.65PVI STA = 12+27.30PVI ELEV = 4934.72PVI STA = 12+32.30PVI ELEV = 4934.62PVI STA = 12+40.80PVI ELEV = 4933.96PVI STA = 12+42.80PVI ELEV = 4934.13PVI STA = 12+58.80PVI ELEV = 4934.4850.0' VC PVI STA = 11+70.53 PVI ELEV = 4934.92 BCVS: 11+45.53BVCE: 4935.93ECVS: 11+95.53EVCE: 4934.77A.D. = 3.44 K = 14.51 PROPOSED GRADE @ ALLEY FLOWLINE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 ALLEY N R16 PLAN AND PROFILEALLEY M & ALLEY N72 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ALLEY M PROFILE SCALE: R16 R16 20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC 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. before you dig.Call R ALLEY M SEE SHEET R16 STREET B SEE SHEETS R5 - R6 ALLEY N SEE SHEET R16 STREET C SEE SHEET R7 STREET I SEE SHEETS R5 - R6 ALLEY OALLEY PTRACT N UDA&EAE LOT 6 TRACT MAETRACT O DE LOT 3 LOT 5 LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 LOT 10 LOT 9 LOT 8 LOT 7 LOT 5 LOT 4 LOT 2 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 19BLOCK 20BLOCK 21BLOCK 22TRACT I UDA&EAE TRACT JAETRACT K UDA&EAE TRACT O DE TRACT L DE BLOCK 14 STREET C SEE SHEET R7 5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENTSIGHT DISTANCE LOT 4 LOT 3 ∆∆∆ ∆ 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4935.964935.994935.984935.664935.354935.034934.724934.414934.094933.784933.464933.294933.374933.524933.674933.824933.974934.124934.274934.424934.574934.704934.358.32% 2.20%0.60% -2.20% -8.31% -1.26% -0.60% 7.82% 2.00% -2.00% -7.77%PVI STA = 10+00.00PVI ELEV = 4935.96PVI STA = 10+15.99PVI ELEV = 4935.61PVI STA = 10+17.99PVI ELEV = 4935.45PVI STA = 10+26.50PVI ELEV = 4936.11PVI STA = 10+31.50PVI ELEV = 4936.21PVI STA = 12+53.17PVI ELEV = 4933.42PVI STA = 12+78.17PVI ELEV = 4933.27PVI STA = 12+83.17PVI ELEV = 4933.27PVI STA = 15+24.18PVI ELEV = 4934.72PVI STA = 15+29.18PVI ELEV = 4934.62PVI STA = 15+37.68PVI ELEV = 4933.96PVI STA = 15+39.68PVI ELEV = 4934.13PVI STA = 15+55.68PVI ELEV = 4934.48INLET E2 (SUMP) INV. OUT=4927.45 (S) SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 R17 PLAN AND PROFILEALLEY O & ALLEY P73 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ALLEY O & ALLEY P R17 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. before you dig.Call R ALLEY M SEE SHEET R16 STREET B SEE SHEETS R5 - R6 ALLEY N SEE SHEET R16 STREET C SEE SHEET R7 STREET I SEE SHEETS R5 - R6 ALLEY OALLEY PTRACT N UDA&EAE LOT 6 TRACT MAETRACT O DE LOT 3 LOT 5 LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 LOT 10 LOT 9 LOT 8 LOT 7 LOT 5 LOT 4 LOT 2 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 19BLOCK 20BLOCK 21BLOCK 22TRACT I UDA&EAE TRACT JAETRACT K UDA&EAE TRACT O DE TRACT L DE BLOCK 14 STREET C SEE SHEET R7 5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENTSIGHT DISTANCE LOT 4 LOT 3 ∆∆∆ ∆ 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4935.964935.994935.984935.664935.354935.034934.724934.414934.094933.784933.464933.294933.374933.524933.674933.824933.974934.124934.274934.424934.574934.704934.358.32% 2.20%0.60% -2.20% -8.31% -1.26% -0.60% 7.82% 2.00% -2.00% -7.77%PVI STA = 10+00.00PVI ELEV = 4935.96PVI STA = 10+15.99PVI ELEV = 4935.61PVI STA = 10+17.99PVI ELEV = 4935.45PVI STA = 10+26.50PVI ELEV = 4936.11PVI STA = 10+31.50PVI ELEV = 4936.21PVI STA = 12+53.17PVI ELEV = 4933.42PVI STA = 12+78.17PVI ELEV = 4933.27PVI STA = 12+83.17PVI ELEV = 4933.27PVI STA = 15+24.18PVI ELEV = 4934.72PVI STA = 15+29.18PVI ELEV = 4934.62PVI STA = 15+37.68PVI ELEV = 4933.96PVI STA = 15+39.68PVI ELEV = 4934.13PVI STA = 15+55.68PVI ELEV = 4934.48INLET E2 (SUMP) INV. OUT=4927.45 (S) SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 R17 PLAN AND PROFILEALLEY O & ALLEY P73 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ALLEY O & ALLEY P R17 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. before you dig.Call R A B G W LOT GRADING NOTES LEGEND 505 TYPICAL LOT GRADING PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "G" (GARDEN LEVEL) LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "B" LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN 500 TYPE "A" LOT GRADING PLAN 501 TYPE "B" LOT GRADING PLAN 503 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN 504 TYPE "W" (WALKOUT LEVEL) LOT GRADING PLAN OVERLOT GRADING NOTES: 1.OVERLOT GRADING WILL UTILIZE FINISHED FRONT AND BACK LOT CORNERS AS SHOWN ON THESE GRADING PLANS. INTERIOR FINISHED LOT GRADES SHOWN ON THESE PLANS ARE EXPECTED TO BE ACHIEVED UTILIZING MATERIAL FROM THE BASEMENT EXCAVATIONS; THEREFORE, ONLY THE LOT CORNER ELEVATIONS NEED TO BE ESTABLISHED PRIOR TO ISSUANCE OF BUILDING PERMITS. INTERIOR AND SIDE LOT ELEVATIONS WILL NOT BE ACHIEVED UNTIL THE HOME IS CONSTRUCTED. INDIVIDUAL LOT GRADING CERTIFICATIONS WILL VERIFY ALL PERTINENT ELEVATIONS AFTER THE HOME HAS BEEN CONSTRUCTED. 2.THESE OVERLOT TEMPLATES DO NOT GUARANTEE AN EARTHWORK BALANCE. IMPORT AND/OR EXPORT MAY BE REQUIRED. THE INTENT OF THESE OVERLOT TEMPLATES IS TO PROVIDE GENERAL GUIDANCE FOR OVERLOT GRADING. THESE TEMPLATES MAY NOT APPLY TO ALL LOTS. FIELD CHANGES CAN BE MADE SO LONG AS LOT CORNERS AND DRAINAGE PATTERNS REMAIN PER PLAN. 3.TYPICAL OVERLOT GRADING SHALL BE AT THE DEVELOPER'S DISCRETION. THE TYPE OF FOUNDATION SHOULD BE CONSIDERED WHEN DETERMINING OVERLOT EXTENTS. TEMPLATES SHOWN ARE SUGGESTED GRADING. CONTRACTOR/DEVELOPER MAY ADJUST AS NECESSARY TO BALANCE GRADING. LOT CORNER ELEVATIONS AS SHOWN ON THESE PLANS MAY NOT BE MODIFIED WITHOUT PRIOR APPROVAL OF THE CITY AND ENGINEER. 502 TYPICAL OVERLOT GRADING LOT GRADING RECOMMENDATIONS: PLAN VIEW OVERLOT TEMPLATE "A" LOT OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 D1 GRADING DETAILS83 A B G W LOT GRADING NOTES LEGEND 505 TYPICAL LOT GRADING PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "G" (GARDEN LEVEL) LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "B" LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN 500 TYPE "A" LOT GRADING PLAN 501 TYPE "B" LOT GRADING PLAN 503 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN 504 TYPE "W" (WALKOUT LEVEL) LOT GRADING PLAN OVERLOT GRADING NOTES: 1.OVERLOT GRADING WILL UTILIZE FINISHED FRONT AND BACK LOT CORNERS AS SHOWN ON THESE GRADING PLANS. INTERIOR FINISHED LOT GRADES SHOWN ON THESE PLANS ARE EXPECTED TO BE ACHIEVED UTILIZING MATERIAL FROM THE BASEMENT EXCAVATIONS; THEREFORE, ONLY THE LOT CORNER ELEVATIONS NEED TO BE ESTABLISHED PRIOR TO ISSUANCE OF BUILDING PERMITS. INTERIOR AND SIDE LOT ELEVATIONS WILL NOT BE ACHIEVED UNTIL THE HOME IS CONSTRUCTED. INDIVIDUAL LOT GRADING CERTIFICATIONS WILL VERIFY ALL PERTINENT ELEVATIONS AFTER THE HOME HAS BEEN CONSTRUCTED. 2.THESE OVERLOT TEMPLATES DO NOT GUARANTEE AN EARTHWORK BALANCE. IMPORT AND/OR EXPORT MAY BE REQUIRED. THE INTENT OF THESE OVERLOT TEMPLATES IS TO PROVIDE GENERAL GUIDANCE FOR OVERLOT GRADING. THESE TEMPLATES MAY NOT APPLY TO ALL LOTS. FIELD CHANGES CAN BE MADE SO LONG AS LOT CORNERS AND DRAINAGE PATTERNS REMAIN PER PLAN. 3.TYPICAL OVERLOT GRADING SHALL BE AT THE DEVELOPER'S DISCRETION. THE TYPE OF FOUNDATION SHOULD BE CONSIDERED WHEN DETERMINING OVERLOT EXTENTS. TEMPLATES SHOWN ARE SUGGESTED GRADING. CONTRACTOR/DEVELOPER MAY ADJUST AS NECESSARY TO BALANCE GRADING. LOT CORNER ELEVATIONS AS SHOWN ON THESE PLANS MAY NOT BE MODIFIED WITHOUT PRIOR APPROVAL OF THE CITY AND ENGINEER. 502 TYPICAL OVERLOT GRADING LOT GRADING RECOMMENDATIONS: PLAN VIEW OVERLOT TEMPLATE "A" LOT OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 D1 GRADING DETAILS83 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 D6 DRAINAGE DETAILS88 CC A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND OUTLET STRUCTURE DETAIL600 INLET SCHEDULE603 CONCRETE CHANNEL DETAIL601 FG 0.5' 2' 0.5' #4@6" O.C. #4L@12" O.C.3"CLR.#4@12" O.C.#4L@12" O.C. 1 4932.00 5031.00 5029.5 75 4 EMERGENCY OVERFLOW WEIR604 CONCRETE CHANNEL w/ SIDEWALK DETAIL602 0.5' 2' 0.5' #4@6" O.C. #4L@12" O.C.3"CLR.#4@12" O.C.#4L@12" O.C. 8' FG 4" SLOPE SIDEWALK TO CURB Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Outlet B2 Pond Outlet Per Detail SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 D6 DRAINAGE DETAILS88I:\StmWtr\Criteria Manual\D46.dwg4/7/11CC A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND OUTLET STRUCTURE DETAIL600 INLET SCHEDULE603 CONCRETE CHANNEL DETAIL601 FG 0.5' 2' 0.5' #4@6" O.C. #4L@12" O.C.3"CLR.#4@12" O.C.#4L@12" O.C. EMERGENCY OVERFLOW WEIR SUMMARY TABLE Pond No.Top of Weir Elevation (ft) Notch Elevation (ft) Bottom Elevation (ft) Notch Width, W, ft Length, L (ft) 1 4932.00 5031.00 5029.5 75 4 EMERGENCY OVERFLOW WEIR604 CONCRETE CHANNEL w/ SIDEWALK DETAIL602 0.5' 2' 0.5' #4@6" O.C. #4L@12" O.C.3"CLR.#4@12" O.C.#4L@12" O.C. 8' FG 4" SLOPE SIDEWALK TO CURB INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per DetailSTSTSTST STSTSTSTST IRR IRR IRRIRRIRR IRRIRRDETENTION POND SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFBLOCK 8 BLOCK 12BLOCK 11BLOCK 10BLOCK 10BLOCK 9BLOCK 1BLOCK 1 BLOCK 5 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 21 BLOCK 22BLOCK 20BLOCK 19 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 18 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 4 BLOCK 13 BLOCK 14 BLOCK 7 UNDERGROUND CHAMBERS SF IP W1 CWA MU RS VTC RP OP IP IP IP IP IPIP IPIPIPIPIPIPIP IPIP IP RP RP IP RP W1 W1 OP RP W1 W1 SF SF SFSF SF W1W1 W1 IP IP IP IP RS RS RS RS RS MU MUWEEPING WILLOWDRIVECORONAAVEGOLDENWILLOW DRIVERED WILLOWDRIVEFALCON RIDGE DRIVE FOSSIL CREEK CIRCLEFOSSIL CREEK PARKWAY FOSSIL CREEK CIRCLEFALCON RIDGE DRIVE FOSSIL CREEK PARKWAY TIMBERLINE ROADSTREET CGOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET GSTREET ICORONAAVENUEALLEY KALLEY LALLEY MALLEY NALLEY OALLEY PSTREET B STREET A STREET A RED WILLOW DRIVESheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 EC1 EROSION CONTROL PLAN94 KEYMAP PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE DRAINAGE REPORT BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 6.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 7.SEE SHEET EC2 FOR ADDITIONAL EROSION CONTROL NOTES. 8.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. GENERAL NOTES: LEGEND: OUTLET PROTECTION SF IPINLET PROTECTION W1WATTLE OPTION 1 SILT FENCE VEHICLE TRACKING PAD SF CWA W2WATTLE OPTION 2 RSROCK SOCK CONCRETE WASHOUT AREA VTC RP BOP SEEDING AND MULCHING MU EROSION CONTROL NOTES: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Protection * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Trap Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Under slope stabilization rolled products. Reseeding may be required. 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 TO 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.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 7.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. 8.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 9.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.) 10.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. 11.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. 12.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. 13.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. 14.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 15.CONTRACTOR SHALL KEEP ALL PUBLIC STREETS SURROUNDING THE PROJECT CLEAN FROM ANY CONSTRUCTION TRACK OUT AND WILL CLEAN IT WITHIN 24 HOURS, SHOULD ANY TRACK OUT OCCUR. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT UNDERGROUND STORMTECH CHAMBERS FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SEDIMENT, SAW CUTTINGS, CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM ENTERING STORM SEWER AT ALL TIMES. DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES SHALL NOT BE TRACKED ON TO CITY STREETS AND ALLEYS, AND THE SITE SHALL BE CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. IF DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES IS TRACKED INTO CITY RIGHT-OF-WAYS, THE DIRT, DEBRIS, AND MUD SHALL BE IMMEDIATELY CLEANED UP BY THE CONTRACTOR. 18.THE CONTRACTOR SHALL COMPLY WITH THESE NOTES AND ADDITIONAL EROSION CONTROL NOTES ON SHEETS EC2. IF THERE IS A CONFLICT, THE MORE RESTRICTIVE NOTE SHALL APPLY. LID D DD FE SSTSTSTSTSTSTSTST DST IRR IRR IRRIRRIRR IRRIRRDETENTION POND SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFBLOCK 8 BLOCK 12BLOCK 11BLOCK 10BLOCK 10BLOCK 9BLOCK 1BLOCK 1 BLOCK 5 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 21 BLOCK 22BLOCK 20BLOCK 19 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 18 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 4 BLOCK 13 BLOCK 14 BLOCK 7 UNDERGROUND CHAMBERS SF IP W1 CWA MU RS VTC RP OP IP IP IP IP IPIP IPIPIPIPIPIPIP IPIP IP RP RP IP RP W1 W1 OP RP W1 W1 SF SF SFSF SF W1W1 W1 IP IP IP IP RS RS RS RS RS MU MUWEEPING WILLOWDRIVECORONAAVEGOLDENWILLOW DRIVERED WILLOWDRIVEFALCON RIDGE DRIVE FOSSIL CREEK CIRCLEFOSSIL CREEK PARKWAY FOSSIL CREEK CIRCLEFALCON RIDGE DRIVE FOSSIL CREEK PARKWAY TIMBERLINE ROADSTREET CGOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET GSTREET ICORONAAVENUEALLEY KALLEY LALLEY MALLEY NALLEY OALLEY PSTREET B STREET A STREET A RED WILLOW DRIVESheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 98 NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 EC1 EROSION CONTROL PLAN94 KEYMAP PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE DRAINAGE REPORT BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 6.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 7.SEE SHEET EC2 FOR ADDITIONAL EROSION CONTROL NOTES. 8.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. GENERAL NOTES: LEGEND: OUTLET PROTECTION SF IPINLET PROTECTION W1WATTLE OPTION 1 SILT FENCE VEHICLE TRACKING PAD SF CWA W2WATTLE OPTION 2 RSROCK SOCK CONCRETE WASHOUT AREA VTC RP BOP SEEDING AND MULCHING MU EROSION CONTROL NOTES: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Protection * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Trap Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Under slope stabilization rolled products. Reseeding may be required. 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 TO 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.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 7.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. 8.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 9.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.) 10.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. 11.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. 12.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. 13.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. 14.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 15.CONTRACTOR SHALL KEEP ALL PUBLIC STREETS SURROUNDING THE PROJECT CLEAN FROM ANY CONSTRUCTION TRACK OUT AND WILL CLEAN IT WITHIN 24 HOURS, SHOULD ANY TRACK OUT OCCUR. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT UNDERGROUND STORMTECH CHAMBERS FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SEDIMENT, SAW CUTTINGS, CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM ENTERING STORM SEWER AT ALL TIMES. DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES SHALL NOT BE TRACKED ON TO CITY STREETS AND ALLEYS, AND THE SITE SHALL BE CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. IF DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES IS TRACKED INTO CITY RIGHT-OF-WAYS, THE DIRT, DEBRIS, AND MUD SHALL BE IMMEDIATELY CLEANED UP BY THE CONTRACTOR. 18.THE CONTRACTOR SHALL COMPLY WITH THESE NOTES AND ADDITIONAL EROSION CONTROL NOTES ON SHEETS EC2. IF THERE IS A CONFLICT, THE MORE RESTRICTIVE NOTE SHALL APPLY. TABLE OF CALCULATIONS TOTAL DISTURBED AREA 35.32 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 35.32 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0 ACRES TOTAL STORAGE/STAGING AREA ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 92% EXT. PERCENT VEGETATIVE COVER ~90% EXISTING SOIL TYPE 39.0% TYPE C LOAM 3.7% TYPE B LOAM 57.4% TYPE C CLAY LOAM GROUNDWATER DEPTH 33.3 FT NUMBER PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (-)5961 CU. YDS. TOTAL AREA OF STOCKPILING OF ILL OR BORROW AREAS OFF SITE 100 SQ. FEET STEEPEST SLOPE 4:01 H:V DISTANCE FROM A RIPARIAN OR SENSTIVE AREA 1000 FT