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Hutchinson Corner Subdivision PUD Mylar
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Hutchinson Corner Subdivision PUD Mylar
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Entry Properties
Last modified
1/19/2021 5:39:03 PM
Creation date
5/1/2017 4:20:02 PM
Metadata
Fields
Template:
CITYWIDE
Doc Type
Mylar
Ord/Res - Year
2014
Ord/Res - Number
68
Recordation Number
3438244
Subdivision Name
Hutchinson Corner
Signed Date
4/8/2015
Parcel Identification Number
157508496001, 157508496002, 157508496003, 157508496004, 157508496005, 157508496006 to 6008
Cross-Reference
PC Res 2014-20
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
5/2/2017
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Hutchinson Corner <br />w <br />co2 <br />LOZ <br />Q <br />0 <br />00 <br />O <br />M <br />uJ <br />z <br />4- <br />SAFCO PRODUCTS <br />REORDER BY PART NUMBER 6552 <br />REORDER BY PART NUMBER 6552 <br />1 <br />REORDER BY PART NUMBER 6552 <br />1 <br />-- - FOUND %" DIA. IRON PIPE <br />UNDER LANDSCAPING ROCK <br />LOCATED BY PREVIOUS SURVEY <br />SEE NOTE #12 <br />EXISTING SANITARY MANHOLE <br />RIM ELEV: 5349.26' <br />INV IN (S): 5340.91'(TO BE ABANDONED) — — ..........._,...I <br />INV IN (N): 5338.89' <br />INV OUT (N): 8338.69' I <br />TRUE POINT )F - <br />BEtGINNING LeJ <br />126.37 (AM) <br />FOUND %" DIA. IRON PIPE <br />UNDER LANDSCAPING ROCK <br />LOCATED BY PREVIOUS SURVEY <br />- -,SEE NOTE #12 <br />EXISTING, <br />STRUCTURE <br />OWN;; <br />EXISTING <br />STRUCTURE <br />EXISTING <br />STRUCTURE <br />-- 5349 <br />1- 111111116 . Vii„ <br />PROPOSED <br />WATER <br />SERVICE (TYP) <br />CURB STOP <br />VALVE (TYP) <br />- <br />w <br />w <br />< <br />w <br />CD o <br />CID <br />w <br />EXISTING <br />STRUCTURE <br />*NOTE: AN EDGE AND MILL ASPHALT OVERLAY <br />ALONG THE SITE FRONTAGE OF HUTCHINSON <br />STREET WILL BE PERFORMED BEFORE <br />............. <br />CONSTRUCTION ACCEPTANCE <br />HUTCHINSON STREET <br />(60' ROW)...._. <br />,- PROPOSEC <br />SANITARY <br />LATERAL <br />(TYP) <br />LIGHT TO BE <br />FEPLACED <br />r <br />PROPOSED <br />SANITARY <br />MANHOLE <br />1NNL OUT=5340.71_ <br />• <br />IIIA 11111111 '-....ice,.. <br />HE <br />5' S/W <br />S8 <br />40'27 <br />EXISTING <br />HYDRAN <br />TO BE <br />RELOCAT <br />5' S/W <br />5350�� <br />LOT 1 <br />8,263 SF <br />�T EXISTING POWER POLE T <br />BE REMOVED AND ALL <br />POWER TO BE RELOCA-D <br />\ UNDERGROUND <br />30'x30' <br />VISION <br />CLEARA <br />AREA <br />LOT 2 <br />8,264 SF <br />LOT 3 <br />8,264 SF <br />LOT 5 <br />7,003 SF <br />LOT 6 <br />8,005 SF <br />r <br />r <br />INVERT OUT-. <br />=3342.55 <br />0 <br />LIC <br />0 <br />C0 <br />4' <br />GRASS <br />STRIP <br />4' STORM <br />MANHOLE <br />(TYP) <br />5349 <br />EXISTING POWER POLE TO <br />BE REMOVED AND ALL <br />POWER TO BE RELOCATED <br />UNDERGROUND <br />3.5 LF; 2b" RCP <br />15'x15' <br />3 SIGHT <br />TRIANGLE <br />1 <br />,X.,• <br />INVERT OUT <br />=5345.28 <br />FOUND #5 REBAR WITH 1Yz" <br />ALUMINUM CAP, STAMPED <br />"FLATIRONS SURV 16406" <br />-13 <br />rrl <br />2'x/' RISER �` <br />STRUCTURE <br />W/ORIFICE <br />PLATE <br />15'x15' <br />SIGHT <br />TRIANal <br />TRACT A <br />x <br />PE@0.67% <br />BASIS OF BEARINGS N89'39'45"W 330.30' <br />r11.,.,.rrr. R <br />FENCE 12.3 <br />SOUTH OF LINE <br />EXISTING I <br />I STRUCTURE <br />Cad file name : P:\020100 - Hutchinson Corner\020100-01-001 (ENG) - Hutchinson Corner PUD\Engineering\Engineering Plans\PUD\020100-01-001-PUD.dwg <br />x <br />EXISTING <br />STRUCTURE <br />FENCE 10. <br />SOUTH OF LINE <br />-RELOCATED <br />PUMP <br />HOUSE <br />EXISTING <br />STRUCTURE <br />PARCEL ID NC. <br />...F ..... <br />A.. <br />WATER QUALITY <br />POND <br />FOUND 5 REBAR WtT}-I 1;i"---1 <br />ALUMI UM CAP, STAMPED <br />"FLATIRONS SURV 16406" <br />EXISTING <br />--- 350, -. <br />- 352-- <br />.1.1116 0111111111. <br />OHE <br />w <br />EXISTING POWER POLE <br />TO BE REMOVED AND <br />ALL POWER TO BE <br />RELOCATED <br />UNDERGROUND <br />x <br />OHE <br />LEGEND <br />DESCRIPTION <br />INDEX CONTOUR <br />INTERMEDIATE CONTOUR <br />CURB AND GUTTER <br />PROPERTY LINE <br />DEPARTING PROPERTY LINE <br />LOT LINE <br />RIGHT-OF-WAY <br />FENCE LINE <br />CONCRETE SIDEWALK <br />PROPOSED <br />35O - <br />352f' <br />OVERHEAD ELECTRIC LINE <br />WATERLINE <br />WATER SERVICE LINE <br />SANITARY SEWER LINE <br />SANITARY SEWER LATERAL <br />SWALE <br />x <br />OHE <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />( IN FEET) <br />1 inch = 20 ft. <br />w <br />e <br />x <br />OHE <br />> — <br />i- <br />0 <br />z <br />N <br />(5; • <br />■ <br />■ <br />0 II <br />• <br />• <br />o <br />0 <br />CCI IP <br />0) <br />.> <br />L <br />co 0 <br />c <br />o• <br />a <br />cD <br />L d <br />cM� <br />E ms• ) <br />m'Dcn <br />Phone: (303) 674-7355 <br />Fax: (303) 674-3263 <br />.bowmanvisionland.com <br />LOUISVILLE, CO <br />Bowman Consulting Group, Ltd. <br />0 <br />COUNTY PROJECT NUMBER <br />PLAN STATUS <br />07/31/14 PUD 2ND SUBMISSION <br />09/15/14 PUD 3RD SUBMISSION <br />09/25/14 PUD 4TH SUBMISSION <br />DATE DESCRIPTION <br />JJ JJ CD <br />DESIGN DRAWN CHKD <br />SCALE H: 1 "=20' <br />V: <br />JOB No. 020100-01-001 <br />DATE : 7/31/14 <br />FILE No. 020029 -D -CP -001 <br />SHEET C 3. 0 <br />
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