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Home My WebLink About2001-civil plans"a E 0 40 80 120 SCALE IN FEET LEGEND -c------- a DENOTES EXISTING CONTOUR (1 denotes DENOTES DUSTING STORM SEINER deciduous tree. Denotes shrub. Denotes 8' _wry"_N, DENOTES EXISTING WATERMAIN, HYDRANT do GATE VALVE AV DENOTES EXISTING SANITARY SEWER -- ...,...... -- . -- DENOTES POTENTIAL WETLAND Number following abbreviation denotes estimated diameter in inches. three feet above ground level. The second number if any) denotes the number of trunks at that location (1 denotes a dead tree). Number following shrubs denotes it's diameter in feet. ODenotes deciduous tree. Denotes shrub. Denotes coniferous tree.Denotes tree line. A Denotes Ash Example: AV Denotes Arbor Vitae BF Denotes Bolsom Fir � BE -8.2 BA Denotes Basswood 81 Denotes Birch BE Denotes Box Elder BN Denotes Butternut BU Denotes Bush CA Denotes Catalpa CR Denotes Cedar CH Denotes Cherry CN Denotes Cottonwood DG Denotes Dogwood EL Denotes Elm FR Denotes fruit GN Denotes Gingko H Denotes Hackberry HC Denotes Horse Chestnut IR Denotes Ironwood JU Denotes Juniper ICC Denotes Kentucky Coffee LI Denotes Uloc LO Denotes Locust M Denotes Maple MP Denotes Mugo Pine 0 Denotes Oak P1 Denotes Pine PO Denotes Poplar RO Denotes Russian Olive SM Denotes Silver Maple SP Denotes Spruce TD Denotes Tree Deciduous TE Denotes Tree Evergreen WA Denotes Walnut W1 Denotes Willow BENCHMARK: CHISELED "X" IN CONCRETE BASE OF LIGHT STANDARD AS SHOWN. ELEVATION a 1010.85 (N.G.V.D. 1929) tl 1 i1 1 CR XGS {Q3a, 034 � MEsma MW TD001 C Is= 'foo a T64fi � • � �yE t .l.., ME$ { S X ca ware J IM&I Inst 1626.1. €@f x4s W.W x as€C234 > ll..._` Apeow tDTe i IM2.2 xaS R .?? 3.p6 k tt m MaLLS 1CM4 5 : V Ct its VMS iQ, T,$ 1 r. X 101" p� X as tIC{� 100 sOW { 3 ,Am ,,,,a,,,,, X Gomm N IVI&Arc MCC X (K Tma. f 0 a te{ ApCc A' 74 {ILL `.€+` o.5 ,M x Agot s x,•. e ' 1101, 01, 101, % , araoT: r/ ,cTs. XGS 7 x= GS x,�< I =1014 t tiTTs.T3 � isi X as i A T O k tS x !• - bl 00 A tam 3 X2s X1'_ xa s WM 004 WM_ x X too �a x ,0Q.- ' • Tocx3.� CL t. EX. C8 N r k RIAS= Z €110.St?` NV;� t Db4.45 S s,tt= v. t x os )Cc-_ ti 7gQg., y o f tow - tLpg.G + X ��y t • / Y i,�rtr; � X CL or .�t t �.,ty{e.cs+nc�fvue•rteacs�nttfne a.� ntre•ain.e�s.•n.a.e.a ._._ tp:Q,S WARNING X0 THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES. MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALT. REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. CONTACT GOPHER STATE ONE—CALL AT: (651)-454-0002 I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: REG. NO. REVIEWED BY: DATE X65 €tls,1 n �r� S Tic c }� 1 UST P�1 � XC IES €tL` to -0" X C riwLEc UMPC TOTT.< XG�ir t� 11 x Er Te, CL or ,eT0.5 l 1 ,ora. s= x a. ar• TTEcte.- X � E' tCC�,t 0 X & 3 c; 7) lLloal) TOPOGRAPHIC SURVEY BY SCHOELL & MADSON, INC. I SCHOELL do MADSON, INC. ENGINEERS * SURVEYORS* PLANNING SOIL TESTING * ENVIRONMENTAL SERVICES --' 105W WAYZATA BOULEVARD, SUITE 1 MINNETONKA, MN 35305 (952) 346-7601 FAX: (952)-546-9065 www.sch"Irnodsomcom S.M.I. PROJECT NO. 63106-005 SHEET 1 OF 4 SHEETS 1 ARCHNET THE ARCHITECTURAL NETWORK, INC. �T� il I 12�, 4`1 �Xml ; ".1 HOM FURNITURE Project : NOM FURNITURE LAKEVILLE, MN RECEIVED NiAY 2 3 2001 Date : DEC. 18, 2000 Revisions : Item Date ADDED POTENTIAL WETLAND 1-3-01 CITY SUBMITTAL REVISIONS 2-14-01 FINAL PLANS 4-16-01 Sheet Title EXISTING CONDITIONS PLAN in n 0 e 0 40 80 120 SCALE IN FEET CONSTRUCTION NOTES 1- REFER TO ARCHITECTS SITE PLAN FOR BUILDING LAYOUT, DIMENSIONS AND LOCATIONS. 2- PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. WATERMAIN SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21.11, BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE ':IINNESOTA DEPARTMENT OF HEALTH. 5. SANITARY SEWER SHALL BE PVC -SDR -35 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM 0478. CASTING SHALL BE NEENAH R-1730 WITH TYPE 'B' COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. 6. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) OR HIGH DENSITY POLYETHYLENE PIPE (HDPE) AS NOTED. CATCH BASINS SHALL BE 2'X 3' PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R -306N WITH CURB BOX OR APPROVED EQUAL MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM 0478. CASTING SHALL BE NEENAH R-1642-8. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A YWIMUM OF 4 ADJUSTMENT RINGS. 7. UTILITY TRENCHES SHAHit wv BE rMum.®AC� TO 95.. STA,`:DARD P'3wTrR �.r v MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 10OX STANDARD PROCTOR IN THE UPPER THREE FEET, S. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF LAKEVILLE. 9. PUBLIC INFRASTRUCTURE WITHIN THE PLATTED RIGHT-OF-WAY FOR KENYON AVENUE WILL BE CONSTRUCTED BY OTHERS. 10. INSTALL CLEANOUTS WITH RISERS ON SANITARY SEWER ACCORDING TO CITY REQUIREMENTS.. 11. ALL HYDRANTS MUST BE BLOCKED AND MEGA -LUGGED. LEGEND -� DENOTES EXISTING STORM SEWER 12- STM SEWER DENOTES PROPOSED STORM SEWER r WATER"N DENOTES EXISTING WATERMAIN PIP WATLRMAON DENOTES PROPOSED WATERMAIN �hRY A14DENOTES EXISTING SANITARY SEWER w DENOTES PROPOSED SANITARY SEWER •- , + ._. DENOTES PROPOSED HYDRANT W/ VALVE -0- , - DENOTES PROPOSED GATE VALVE BENCHMARK: CHISELED "X" IN CONCRETE BASE OF LIGHT STANDARD AS SHOWN. ELEVATION = 1010.86 (N.G.V.D. 1929) j r j 1 id24.E j ,Pau N CW 1 140a.� ' EXTEND EXISTING {/ I 12" WATER UNE i AND 8 SANITARY 1 g ,•- 1 , SEWER TO N. I- CORN fTT-n I M TT I I I PROPOSED PAD E L EV. =1012.0 ; o ': 210 8 RCP + I O UTLOT 0 0.4oX n I I{ I I I I) n rP +fr x, C8 1014.40 Z 009.87 G 0 G Z AIn ` 1 • L \ �YDF 6r' G 7, ° M \cs a pdM 010. G fw.= 004.45 hN%010.7c6 R 1 004.0 cot s 1 N CASTM AND STRUCTURE ECHMX LE STRUCTURE • STRUCTURE TYPE AND DESIGN NEENAH CASTING NO. CB 1 48" DIAM. CBMH R-3015 CB 2 48" DIAM. CBMH R-3015 CB 4 48" DIAM. CBMH R-2573 CB 6 48" DIAM. CBMH R-2573 CB 7 27" DEAD END CB R-2573 CB 10 60" DIAM CBMH R-3015 MH 9 48• DIAM. MH R-1730 CASTING AND STRUCTURE SCHEDULE WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES. MANHOLES, VALVES. OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUE:T ON AT NO COST TO OWNER. CONTACT GOPHER STATE ONE -CALL AT: (651)-454-0002 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, DATE: ft REG. NO. l g C REVIEWED BY: DATE I 0 4 0%0 STOtEWER 0 �,,DITCHCIT`& 1 o � STA. 10+00 RIM -1006.81 INV. -1003,30 44' 15' RCP 0 O.7OX MH f RIM -1007.0 INV, -1001.6 MH RIM -1007.90 INV. -1001.18 270' 8" PVC 0 0,4OX (BY CITY) r / ' cs (BY C" / RIM -1009.0 INV. -1005.36 I 40' 12'RCP 0 0.482 l (BY C" / WN NOTE: SANITARY SEWER AND WATERMAIN IN NEW KENYON AVE. WILL BE CONSTRUCTED BY THE CITY OF LAKEVILLE SCHOELL & MADSON, INC. ENGINEERS • SURVEYORS • PLANNING SOIL TESTING • ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD, SUITE 1 MINNETONKA. MN 55305 (952) 546-7601 FAX: (952)-546-9065 www.schoolimadson.com S.M.I. PROJECT NO. 63106-005 SHEET 3 OF 4 SHEETS ARCHNET THE ARCHITECTURALNETWORK, ARCHMMIME s PM40 1961 GFHM SIRIll SOUTH STLLJV %ISI 55082 pHOW 661/�3o-a6o6 FAX 651/430-4180 HOM FURNITURE F Project HOM FURNITURE LAKEVILLE, MN Project No 99-394 Drawn By : C.T. Checked By : H.E. Date : DEC. 18, 2000 Revisions : Item Date REVISED WATERMAIN 1-4-01 REVISED WATERMAIN, STORM SEWER AND FFE 1-15-01 CITY SUBMITTAL REVISIONS 2-14-01 FINAL PLANS 4-16-01 GRADES do SAN. SEWER 5-8-01 RIM OF CS 1 5-15-01 SEWER SIZE & INVERTS 8-18-01 CITY COMMENTS 6-25-01 P.L. & C.O. 8-8-01 Sheet Title UTILITY PLAN Sheet Number C-3 W n INA e 0 40 80 120 SCALE IN FEET EROSION CONTROL NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES CNAI I BE INSTAI I FO PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, WATERSHED DISTRICT AND MINNESOTA POLLUTION CONTROL (NPDES) PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES, DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. NEAR A CURB LINE, DENOTES GUTTER ELEVATION DENOTESDENOTES ROCK CONSTRUCTION ENTRANCE OUT ST -3 DENOTES APPROXIMATE LOCATION OF SOIL BORINGS y FROM BRAUN INTERTEC REPORT (PROJECT BODX- 00-092) DATED: MAY 19, 2000 DENOTES EXISTING TREE TO BE REMOVED T =t S DENOTES EXISTING TREE TO BE SAVED r— NORTH LINE OF NE 1/4, I j ---(499-75 PER DESC, I 155.16 (MEA S ) (153.06 PER DESC. ) NW 1/4, SEC 12 1 501.97 (MEAS)--- - 196.18 CONSTRUCTION NOTES: 1. REFER TO ARCHITECTS SITE PLAN FOR BUILDING AND PARKING VYOU; 'JONS AND COORDINATES. 2. PLACE AND COMPACT A MINIMUM OF 4" CL 5 AGGREGATE UNDER CURB & GUTTER. 3. ALL CURBING ON SITE SHALL BE TYPE B-612 CONCRETE CURB AND GUTTER (SEE SHEET 4). BENCHMARK: CHISELED 'Y' IN CONCRETE BASE OF LIGHT STANDARD AS SHOWN. ELEVATION = 1010.86 (N.G.V.D• 1929) E.X. CB EXISTING LEGEND �?4--- DENOTES EXISTING CONTOUR SIZE (INCH) DENOTES PROPOSED CONTOUR 1.0% DENOTES PERCENT OF GRADE — DENOTES DRAINAGE ARROW 16 DENOTES EXISTING STORM SEWER 12" STM SE6 DENOTES PROPOSED STORM SEWER -0000000000000 DENOTES EROSION CONTROL SILT FENCE X 900.5 DENOTES SPOT ELEVATION. WHEN SHOWN NEAR A CURB LINE, DENOTES GUTTER ELEVATION DENOTESDENOTES ROCK CONSTRUCTION ENTRANCE OUT ST -3 DENOTES APPROXIMATE LOCATION OF SOIL BORINGS y FROM BRAUN INTERTEC REPORT (PROJECT BODX- 00-092) DATED: MAY 19, 2000 DENOTES EXISTING TREE TO BE REMOVED T =t S DENOTES EXISTING TREE TO BE SAVED r— NORTH LINE OF NE 1/4, I j ---(499-75 PER DESC, I 155.16 (MEA S ) (153.06 PER DESC. ) NW 1/4, SEC 12 1 501.97 (MEAS)--- - 196.18 CONSTRUCTION NOTES: 1. REFER TO ARCHITECTS SITE PLAN FOR BUILDING AND PARKING VYOU; 'JONS AND COORDINATES. 2. PLACE AND COMPACT A MINIMUM OF 4" CL 5 AGGREGATE UNDER CURB & GUTTER. 3. ALL CURBING ON SITE SHALL BE TYPE B-612 CONCRETE CURB AND GUTTER (SEE SHEET 4). BENCHMARK: CHISELED 'Y' IN CONCRETE BASE OF LIGHT STANDARD AS SHOWN. ELEVATION = 1010.86 (N.G.V.D• 1929) E.X. CB EXISTING TREES TO BE REMOVED QUANTITY TYPE SIZE (INCH) 3 OAK w 12 1 OAK 14 1 OAK 16 OAK 18 1 OAK 20 2 OAK 24 MAPLE 14 1 ASH 14 1 DECIDOUS DECIDOUS 12 14 1 1 2OXELDER _ 12.2 1 BOXELDER _ 18 EXISTING TREES TO BE SAVED QUANTITY TYPE SIZE (INCH) 1 OAK 18 1 OAK 24 — MAPLE 10 MAPLE 24 0 OAK 20 u'Vl�l>•ll�l THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STFRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. CONTACT GOPHER STATE ONE -CALL AT: (651)-454-0002 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, DATE: CPLZ5;ZQ1 REG. NO. l REVIEWED BY: DATE SCHOELL & MADSON, INC. ENGINEERS * SURVEYORS * PLANNING SOIL TESTING * ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD, SUITE 1 MINNETONKA, MN 55305 (952) 54.6-7601 FAX: (952)-546-9065 J www.schoellmodson.com S.M.I. PROJECT NO. 63106-005 SHEET 2 OF 4 SHEETS 1961 GREELEY STREET SOUTH GREELEY SQUARE STILLWATER, MN 55062 PHONE 651/430-M FAX 651/430-0180 Project : HOM FURNITURE LAKEVILLE, MN Project No 99-394 Drawn By : C.T. Checked By : H.E. Date : DEC. 18, 2000 Revisions : Item REVISED FFE & GRADE CITY SUBMITTAL REVISIONS FINAL PLANS GRADES ADDED TRANSFORMER PAD CITY COMMENTS Sheet Title GRADING, DRAINAGE AND EROSION CONTROL PLAN Sheet Number c-2 Date 1-1; 2-1j 4-1 E 5-8- 5-1 r -8-5-1: 6-2: