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07/13/2016 P&Z Packet
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07/13/2016 P&Z Packet
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6/17/2022 3:58:11 PM
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7/12/2016 12:16:19 PM
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P&Z
P&Z Document Type
P&Z Packet
Meeting Date
07/13/2016
P&Z Meeting Type
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DRAWN BY: DESIGN BY: <br />A.G. A.G. <br />CHCKD BY: PROD. NO. <br />C.W.P. 16-1604 <br />C ARWAT R CREEK BUSINESS PARK <br />TITLE SHEET, NOTES & LEGEND <br />LINO LAKES, MN <br />H <br />Know what's below. <br />Call before you dig. <br />dn�8 S1H8171 N <br />F-- <br />L— — <br />N. <br />L <br />F <br />L <br />VICINITY MAP <br />e w <br />� <br />Z <br />x <br />Carbone'% <br />Main 56 <br />Gizzena a <br />Wiseguys Pizza <br />", <br />fiesta <br />Cancun Grill <br />. <br />m <br />a <br />L <br />vl <br />Eag4P� <br />,Q <br />c <br />q <br />a <br />CGRYIIMC! ()1 <br />N <br />Miller <br />Mobile AL <br />Marine <br />?Ilcipi Rd <br />Perk <br />ter St � <br />V <br />❑ <br />Fairview St <br />Partridge PI <br />` <br />��1�¢ <br />W Cedar 5? <br />f Cedar it <br />o <br />.OHw <br />EXISTING <br />OVERHEAD ELECTRIC <br />-E <br />EXISTING <br />UNDERGROUND ELECTRIC <br />-TEL <br />EXISTING <br />UNDERGROUND TELEPHONE <br />CBL <br />EXISTING <br />UNDERGROUND CABLE <br />0TCS <br />EXISTING <br />TRAFFIC CONTROL SIGN <br />GP <br />EXISTING <br />GUARD POST <br />MBA <br />EXISTING <br />MAIL BOX <br />[ICBX <br />EXISTING <br />CONTROL BOX <br />O PP <br />EXISTING <br />UTILITY POLE <br />;o LP <br />EXISTING <br />LIGHT POLE <br />-» <br />EXISTING <br />STORM SEWER <br />- <br />EXISTING <br />WATER MAIN <br />-> <br />EXISTING <br />SANITARY SEWER <br />O <br />EXISTING <br />STORM MANHOLE <br />g <br />EXISTING <br />GATE VALVE <br />EXISTING <br />HYDRANT <br />• EXISTING SANITARY SEWER MANHOLE <br />-----930---- EXISTING CONTOUR <br />-----928---- <br />xg2099 EXISTING SPOT ELEVATION <br />X EXISTING FENCE <br />o- - - --••-••- -0 DELINEATED WETLAND EDGE <br />LEGEND <br />11- <br />PROPOSED <br />WATER PIPE <br />>- <br />PROPOSED <br />SANITARY SEWER PIPE <br />-> <br />PROPOSED <br />STORM SEWER PIPE <br />c«<------- 0 <br />PROPOSED <br />DRAINTILE AND CLEAN -OUT <br />O <br />PROPOSED <br />STORM MANHOLE <br />❑ <br />PROPOSED <br />CATCH BASIN <br />Q <br />PROPOSED <br />FLARED -END SECTION <br />PROPOSED <br />GATE VALVE <br />� <br />PROPOSED <br />HYDRANT <br />Q <br />PROPOSED <br />SANITARY SEWER MANHOLE <br />928 <br />PROPOSED <br />CONTOUR <br />930 <br />X24.60 <br />PROPOSED <br />SPOT ELEVATION <br />(GUTTERLINE, BITUMINOUS SURFACE, OR GROUND <br />SURFACE UNLESS OTHERWISE INDICATED) <br />PROPOSED <br />SILT FENCE <br />PROPOSED <br />DIRECTION OF DRAINAGE <br />PROPOSED <br />RIP -RAP <br />PROPOSED <br />INLET PROTECTION <br />SHEET INDEX <br />Co TITLE SHEET, NOTES & LEGEND <br />C1.1 <br />GRADING, DRAINAGE & EROSION CONTROL PLAN <br />C1.2 <br />GRADING, DRAINAGE & EROSION CONTROL PLAN <br />C1.3 <br />WETLAND IMPACTS & SITE CONSTRUCTION ENTRANCE <br />C1.4 <br />CURBING & PAVING PLAN <br />C2.1 <br />UTILITY PLAN <br />C2.2 <br />UTILITY PLAN <br />C3.1 <br />PLAN PROFILE - 21 STAVE S <br />C3.2 <br />PLAN PROFILE - 21 STAVE S <br />C4.1 <br />DETAILS <br />C4.2 <br />DETAILS <br />C4.3 <br />DETAILS <br />C5.1 <br />STORMWATER POLLUTION PREVENTION PLAN <br />C5.2 <br />STORMWATER POLLUTION PREVENTION PLAN <br />C6 FLOODPLAIN PLAN (FILL & MITIGATION) <br />BL OVA/dI�Y.(dM�O1F 1.1' ITVd ��� SL avdd! Avm \\ \\ <br />ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE <br />LAND SURVEYING (DATED 4/25/2016) - VERIFY PRIOR TO ANY <br />INSTALLATIONS - NAVD 88 DATUM <br />BENCH MARK #3 <br />TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF <br />CEDAR STREET, 600+/- FEET EAST OF 21 ST AVENUE <br />(ELEVATION = 924.83) <br />BENCH MARK #4 <br />TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF <br />FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE <br />CUL-DE-SAC (ELEVATION = 907.69) <br />ORIGINAL DATE: <br />MAY 16, 2016 <br />O <br />(L _jJ <br />Q <br />V <br />U) c <br />W L <br />0 m � <br />Z fN <br />o N W <br />N G � <br />W V <br />Er oC U <br />m <br />W <br />> <br />M <br />3 LLJ L J N <br />m <br />zpoMW <br />IL <br />O <br />11 z <br />a�gz— <br />z <br />LL <br />cn Lij Z LL <br />�a LLJ0 <br />U <br />QzxQ� <br />Y <br />Z <br />I-000 <br />c <br />�WaN= <br />zW <br />WmNoo <br />J <br />0 <br />°a <br />}W>aco <br />W <br />r <br />WQWWa <br />Wa a <br />O <br />N� <br />= a N W 2 <br />a <br />Q <br />U� <br />p <br />J <br />W Y <br />o <br />a <br />N <br />W <br />va <br />W <br />Z <br />W <br />� N <br />Z <br />LU <br />� <br />W ♦^ <br />N <br />W <br />Q W <br />N <br />= <br />Z <br />W <br />N <br />NLU <br />a � <br />~ <br />J m <br />Z <br />J <br />~ <br />V <br />PREPARED FOR: <br />RJ RYAN <br />CONSTRUCTION <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361 -8210 <br />FAX: (651) 361 -8701 <br />0 60 120 <br />SCALE: 1 " = 120' <br />CO <br />
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