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Mustang Ridge Preliminary Plat

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Mustang Ridge Preliminary Plat MUSTANG RIDGE PRELIMINARY PLAT SITE SHEET INDEX: C0.1 COVER SHEET 3501 104th Street C2.1 LAYOUT PLAN Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 C3.1 GRADING PLAN C4.1 UTILITY PLAN VICINITY MAP SCALE: 1" = 1500' Civil Engineering & Land Surveying Established 1959 "Planning Your Successful Development" Bishop Engineering ADJACENT OWNERS LIST CURVE TABLE OWNER / PREPARED FOR: CURVE LENGTH RADIUS CHORD BEARING DELTA MUSTANG RIDGE LLC LUTHERAN CHURCH OF HOPE C1 12.05 9.00 11.17 N51°39'34.40"W 76°40'51" 1360 NW 121ST ST. SUITE A CHRIS GUNNARE 1 CLIVE, IA 50325 925 JORDAN CREEK PKWY C2 43.11 160.00 42.98 S21°02'18.61"E 15°26'20" WEST DES MOINES, IA 50266 C3 51.29 520.00 51.27 N25°55'55.23"W 5°39'06" PROPOSED ZONING: R-1: SINGLE FAMILY DWELLING GREYSTONE HOMES LC C4 25.73 34.50 25.14 N01°44'28.29"W 42°43'47" BUILDING SETBACKS: 2 AND 3 1910 SW PLAZA SHOPS LN ANKENY, IA 50023 C5 2.84 34.50 2.84 N21°58'42.73"E 4°42'35" FRONT YARD = 35 FEET SIDE YARD = 7 FEET ONE SIDE, 14 FEET COMBINED TOTAL C6 88.12 55.00 78.99 S21°33'53.55"E 91°47'47" JOHN A WILCOX REAR YARD = 35 FEET 4 7852 NW 114TH ST C7 77.49 55.00 71.24 N72°10'35.99"E 80°43'14" GRIMES, IA 50111 BENCHMARKS: C8 91.26 55.00 81.15 N15°43'11.55"W 95°04'21" CITY BENCHMARK G5M-005: BURY BOLT ON FIRE HYDRANT LOCATED ON THE EAST SIDE OF NORTH JAMES POLK COUNTY C9 24.63 34.50 24.11 N42°47'45.35"W 40°54'41" SECONDARY ROADS STREET BY THE NW CORNER OF LOT ADDRESS 1605. ELEVATION = 924.41 (USGS DATUM) 5 AND 6 5885 NE 14TH ST C10 64.55 580.00 64.52 N25°31'43.32"W 6°22'37" DES MOINES, IA 50313 CITY BENCHMARK CHISELED SQUARE IN NORTHWEST END OF REINFORCED CONCRETE BOX CULVERT FOR C11 19.79 100.00 19.76 S23°05'15.75"E 11°20'25" LITTLE CREEK AT JAMES STREET. ELEVATION = 926.60 (USGS DATUM) JODY ARMENT C12 26.93 100.00 26.85 S07°55'44.20"E 15°25'57" 7 8050 NW 114TH ST CITY BENCHMARK ARROW ON FIRE HYDRANT LOCATED AT NORTHEAST CORNER OF N. 11TH STREET AND GRIMES, IA 50111 C13 155.03 105.00 141.33 S42°05'06.63"W 84°35'45" JAMES STREET. ELEVATION = 937.06 (USGS DATUM) C14 100.30 670.00 100.21 S88°40'18.82"W 8°34'39" BEAVERBROOKE NORTH NO I LLC C15 12.10 34.50 12.04 N76°59'23.79"W 20°05'55" 8 TO 11 PO BOX 542016 OMAHA, NE 68154 C16 15.97 34.50 15.83 N53°40'46.62"W 26°31'19" C17 85.70 55.00 77.29 S85°10'23.00"E 89°16'33" PROPERTY DESCRIPTION: CITY OF GRIMES C18 60.41 55.00 57.42 N18°51'09.61"E 62°56'06" 12 101 NE HARVEY ST C19 50.40 55.00 48.66 N38°52'06.78"W 52°30'27" AN IRREGULAR SHAPED PORTION OF THE SOUTHEAST QUARTER OF LEGEND: GRIMES, IA 50111 FIRE HYDRANT SAN SANITARY SEWER H SECTION 29, TOWNSHIP 80 NORTH, RANGE 25 WEST OF THE 5TH P.M., Y D C20 60.49 55.00 57.48 S83°14'13.12"W 63°00'43" WV POLK COUNTY, IOWA IS DESCRIBED AS FOLLOWS: BEGINNING AT THE ST STORM SEWER WATER VALVE C21 25.00 34.50 24.45 N72°40'30.33"E 41°30'47" BEAVERBROOKE NORTH NO I LLC W WATER LINE PROPERTY CORNER - FOUND AS NOTED SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST 13 TO 36 PO BOX 542016 C22 27.06 730.00 27.06 N87°37'49.34"W 2°07'26" QUARTER OF SAID SECTION 29; THENCE N00°12'46”W ALONG THE WEST G GAS LINE PROPERTY CORNER- PLACED 3/4" IRON PIPE OMAHA, NE 68154 WITH YELLOW PLASTIC CAP ID #14775 C23 88.22 730.00 88.17 S87°50'43.27"W 6°55'28" LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF D STORM MANHOLE SECTION CORNER - FOUND AS NOTED C24 82.29 165.00 81.44 S63°09'17.00"W 28°34'32" SAID SECTION 29, A DISTANCE OF 1332.10 FEET TO THE SOUTHWEST CURB INTAKE ALL SIDE YARD SETBACKS ARE INTENDED TO BE USED TO CITY OF GRIMES C25 88.30 165.00 87.25 S33°32'07.93"W 30°39'46" CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF CONVEY STORM WATER FROM THE SUBJECT LOT AND 37 101 NE HARVEY ST SURFACE INTAKE ANY ADJACENT LOTS. SAID SECTION 29; THENCE N00°03'35”W ALONG THE WEST LINE OF THE GRIMES, IA 50111 C26 53.04 165.00 52.81 S08°59'44.44"W 18°25'01" FLARED END SECTION SEE LAYOUT PLAN NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID C27 14.17 9.00 12.75 N44°53'37.08"E 90°12'46" S SANITARY MANHOLE SECTION 29, A DISTANCE OF 443.97 FEET; THENCE S89°41'01”E, A C28 43.11 160.00 42.98 S21°02'18.61"E 15°26'20" CO CLEANOUT DISTANCE OF 1049.34 FEET TO THE WEST RIGHT OF WAY LINE OF IOWA SEE LAYOUT PLAN HIGHWAY 141 AS IT IS PRESENTLY ESTABLISHED; THENCE S20°16'01”E ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 571.06 FEET; THENCE S82°21'57”W, A DISTANCE PRELIMINARY PLAT - COVER OF 427.97 FEET; THENCE S48°47'12”W, A DISTANCE PL 60' ROW PL OF 284.68 FEET; THENCE S13°16'51”E, A DISTANCE OF 382.80 FEET; THENCE S89°29'32”E, A DISTANCE 30' 30' OF 431.68 FEET ; THENCE S00°13'38”E, A DISTANCE OF 623.86 FEET TO PRELIMINARY PLAT 1' 5' 9.5' 29' B/B 9.5' 5' 1' MUSTANG RIDGE - GRIMES, IOWA THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST 14.5' 14.5' QUARTER OF SAID SECTION 29; THENCE N89°29'10”W ALONG SAID 7.5' 7' 7' 7.5' 1.5% 4% 1.5% 4% 4% PROFILE GRADE SOUTH LINE, A DISTANCE OF 1125.51 FEET TO THE POINT OF BEGINNING. 6" CURB 6" CURB 4% 2% 2% SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND 2' 2' ALL EASEMENTS OF RECORD. 5" PCC WALK 6/8/2018 8:18:56 AM 7" PCC PAVING 12" COMPACTED SUBGRADE SAID TRACT OF LAND CONTAINS 40.24 ACRES. TO BE DONE IN 2-6" LIFTS 29' B-B STREET TYPICAL CROSS SECTION NOT TO SCALE PRELIMINARY SHEETS 1 & 2 160408 IOWA UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING PRELIMINARY ONE CALL PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACT LOCATIONS OF ALL 1-800-292-8989 UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BE THE DUTY OF THE C0.1 811 CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN www.iowaonecall.com Know what's below. SHEETS 1 & 2 Call dig. you before PRELIMINARY- NOT FOR CONSTRUCTION THOSE SHOWN ON THE PLANS MAY BE PRESENT. M:\LAND PROJECTS 2016\160408\DWG\PRELIM PLAT - C0.1 COVER.DWG G G F/O F/O F/O F/O F/O F/O GG F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O TT F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O FOFO F/O F/O F/O F/O F/O F/O F/O O/E O/E F/O 5 F/O F/O 4 6 F/O F/O 3 O/EO/E F/O F/O 357.19' 3501 104th Street U/E Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 LOT 2 U/EU/E 7A Civil Engineering & Land Surveying Established 1959 "Planning Your Successful Development" 96888 SF Bishop Engineering 2.22 AC S77°23'07"W 433.80' EX GAXEBOEX GAXEBO 100 YEAR FLOOD U/EU/E ELEVATION SS 6A SS 201495 SF 4.63 AC U/EU/E BUILDINGBUILDING EX 2 STORYEX 2 STORY EMEM 133.57' ON CONCRETE SLABON CONCRETE SLAB 173.64' EX MACHINE SHEDEX MACHINE SHED S01°54'36"W EXEX GARAGEGARAGE GMGM 137.20' U/EU/E S35°12'06"W N27°13'55"W ON CONCRETE SLABON CONCRETE SLAB 160.68' EX SHEDSEX SHEDS U/E U/E U/E U/E U/E U/E N39°40'47"W 40.97' 111.04' 490.10' 7 30860 SF S77°23'07"W 0.71 AC 193.31' 6 32864 SF EMEM 140.24' N71°36'50"W 0.75 AC N39°40'47"W193.67' 8A S65°47'24"W 184.13' 11813 SF 11A S75°15'37"W 231.06' N60°02'43"W 0.27 AC 103.46' 41438 SF C18 15 0.95 AC 245.95' D 701984 SF C19 Y H 16.12 AC S03°45'24"W 191.85' S 8 S03°45'24"W D 26461 SF R39.5' C17 0.61 AC EX MACHINE SHEDEX MACHINE SHED N06°10'31"W N12°16'49"E C20 56.49' 117.43' 116.79' S88°04'34"W R=700.02' Δ=13°54'36" R55' 53.14' 115.52' L=169.94'M CH=169.53'M S10°42'59"E 5A N88°39'43"W S10°42'59"E 29872 SF 5 C16 170.85' 7 LAYOUT PLAN 0.69 AC 21596 SF C21 418.19' 0.50 AC S10°42'46"E C15 53321 SF 250.06' C22 S75°15'37"W LOT 1 200.54' LOT B 212.45' S01°18'27"W S01°18'27"W D 11 S74°44'14"W 30158 SF 197.67' N60°02'43"W 2 246.37' 0.69 AC STORM SEWER EASEMENT C14 S88°04'34"W 60' ROW 119.37' 29' C23 10 24609 SF 4A 4 0.56 AC 22727 SF 12 31923 SF 54229 SF 0.73 AC 0.52 AC SANITARY SEWER EASEMENT 9 S 1.24 AC D 48812 SF Y C8 H 1.12 AC S 203.07' R=135.00' Δ=84°35'45" 254.88' C13 L=199.32'M CH=181.71'M R=130.00' Δ=28°32'43" L=64.77'M CH=64.10'M C7 S01°56'45"E S42°05'07"W PRELIMINARY PLAT S01°56'45"E R39.5' S14°29'07"E C9 MUSTANG RIDGE - GRIMES, IOWA 693.68' STORM & SANITARY SEWER EASEMENT C10 C24 SANITARY SEWER EASEMENT D D 15' WATER MAIN EASEMENT Y C11 H D GRAPHIC SCALE 121.49' C12 R55' N07°01'36"E 29' S 189.59' 60 0 30 60 120 S 3 ROW 60' S66°02'04"W 28086 SF D 1 216.93' C4 0.64 AC S00°12'46"E C6 C25 121.49'M C3 C5 D D R25' WV Y D WV H Y R25' H C28STORM SEWER EASEMENT C27 WV C26 81.79' D N61°14'50"E C2 S 201.32' C1 156.37' 310' DRAINAGE S41°08'33"E R=550.00' Δ=12°32'09" 3A L=120.33'M CH=120.09'M 30' DRAINAGE EASEMENT EASEMENT 89167 SF 4 x 8 PAD FOR NE 21ST STREET S22°29'24"E 2.05 AC POST OFFICE 60' ROW CLUSTER BOX 13 203.87' 50940 SF 231.19' S71°48'57"E 1.17 AC 180.44' 1 SANITARY SEWER EASEMENT 175.97' 14 2 32734 SF 11262 SF 36792 SF 42906 SF LOT A 0.75 AC EASEMENT CONSTRUCTION TEMPORARY 0.84 AC 167.03' 0.98 AC S41°08'33"E 90.00' EASEMENT N90°00'00"E 125' DRAINAGE 30' DRAINAGE EASEMENT STORM SEWER & DRAINAGE EASEMENT NE STATION CROSSING 229.91'M N90°00'00"E D D M:\LAND PROJECTS 2016\160408\DWG\PRELIM PLAT - C2.1 LAYOUT.DWG D 623.74' 160408 218.72'218.72' 225.24' 206.61' 193.50' 186.99' D 10' PUE 10' 10' PUE 10' 10' PUE 10' S 9 D 15' STORM SEWER & DRAINAGE EASEMENT DRAINAGE & SEWER STORM 15' 8 10 EASEMENT DRAINAGE & SEWER STORM 15' D LOT A LOT 1 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 C2.1 10' PUE PRELIMINARY- NOT FOR CONSTRUCTION 6/7/2018 3:10:26 PM 13341 SF 20' STORM SEWER & DRAINAGE EASEMENT G G F/O F/O F/O G F/O F/O F/O F/O F/O 955 F/O 967 F/O F/O T F/O 960 966 F/O 965 F/O F/O F/O F/O F/O FO F/O 965 F/O F/O F/O O/E F/O F/O 970 GRADING LEGEND: F/O GRAPHIC SCALE EXISTING CONTOUR 150 60 0 30 60 120 PROPOSED CONTOUR 150 F/O FINISHED GROUND ELEVATION 150.50 TOP OF CURB ELEVATION 150.50T/C F/O 971 GUTTER ELEVATION 150.50G EDGE OF WALK ELEVATION 150.50E/W O/E F/O 970 NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.
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