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Home My WebLink About1999-civil plance - Top 952.35 �\ CB 7 Inv. 947.75 1 � o 9.j2,65 N Top ',52_36 `� Top 951.34 952.65 5245 952.33 C5 Inv. 947.64 r X X CB ( Inv. . J6 48 \ CB ) 953- �__.- __ _- -- �{ 953.55 953.45 --._�. __.__ -__.- _-•---"�----.._--- T._._� r -- - r ___ r - - - r --- --- r -- -- r --- - r --- - r - r -_ r _-- -- r --- r r - --- - r - ---___._ - r� . r Fi'iSTIN0 LSI iU l 100 : I ;H 953.3 95 8 �-953.71. X 953.6_ _ - --- -... -- ,7 ... -- - -- --- - - -__ K:__...- - - .... ....... _.------tJ .7.. _. Tl - _ - --- -- --- X 952.80 LP 952.72 �4 \ Cl C`ioi: � k fence - „ X er-yfecn / I 95405 „� \ /953.00 I . 9S l --- - - r -.- _ - --T- ------ T -- - T I 1 , \ 1 951.53 1 I x I � I y 9,54.05 953.40 53i� -- I 1 TOP 921.00 952.77 I� i INV 9 0.00 EL �? 1952.05 F1 51 953.00 952.so 24jX 36 BART ' X I R�=3067V CASTING �f� ;IX 7 j % ® II BREAK INTO EX. MH 9. , 53.4 0� `INV 949.60 _ ___. __ -_--- _- ---- II CLEAN OUT 1: - j Hyd.R-1974A CASTING ,r,r, . .�" . WH '� I 953.30 953.25 --_ ___--_ _ a . Top 952..57 ! 954.8[ LP �5a.t3 Inv. 942-03 52.`0 CIA BENCHMARK r TOP NUT OF HYD i f,.(, ELEV = 955.64 _, III , I i r1' • �t � Ih l li t� Y 7 i. g NN^ `�" 0 10 20 40 60 2-21 . q �_... Scab in Feet 1 C1 R=0.5" SILT FENCE NO SCALE PAVEMENT BASE FACE OF CURB 6" R=3" 1 ' R=0.5" R=3" - - 3 D11-1 l I 0 75"/FT 1 III -I I1 -I I1 ; • • ., I�'II��-�IIIi-FII II�I1111I1�1 ll.,I- 12" ---1 8" 1 TOOLED CONTROL JOINT 0 5''MAX HARD SURFACE PAVEMENT UNLESS NOTED OTHERVjISF, °. PUBLIC ROAD S0, APPROVED JOINT SEALANTr t CONCRETE t� R= 1-1/2" \1 a r'- ,* `• II I( --t I =lid j'; 50' - I I _ITf-1 I III I 11= z 1.5" CLEAR ROCK � N 10• z _ 1/2" PRE -FORMED EXPANSION JOINT 30' OC MAXIMUM OR AS OTHERWISE SHOWN ON PLANS. ALSO INSTALL D CTS. - - WHERE WALK ABUTS FIXE OBJECTS. - - - - - - - RANULA ASE - - - G RB - 1111 I I -IIT -III -III -I I I -I I I -I I I -I I I -TI I I I I -I 11 I I I -I I I I l i III III I I I I J -I COMPACTED SUBGRADE 3 AL CURB',, Z ROCK CONSTRUCTION ENTRANCE SIDEWALK INTEGR B NO SCALE C1 NO SCALE C1 " CO 1.5" - BITUMINOUS WEAR COURSE, MnDOT 2331 -TYPE 41A TACK COAT, MnDOT 2357 1.5" - BITUMINOUS BASE COURSE, MnDOT 2331.-TIPW 'tsj a 6" - CLASS 5, 100X, CRUSHED LIMESTONE APPROVED SUBGRADE 36" •o , N \91, Y Y \ V V T SECTION WITH -20"-� Note: Curb type 8612 shown; similar for other curb types. NOTE: VERIFY ADEQUACY OF PAVEMEN ENGINEER AFTER SUBGRADE SOILS ARE EXPOSED ' te: Where contours indicate, ignore 0.75"/ft slope indicated above AND BEFORE BITUMINOUS PAVEMENT IS PLACED. d match adjoining pavement slope to prevent gutter from "ponding". 4 C1 B612 CONCRETE CURB &GUTTER CURB & GUTTER BEAVERTAIL 6 STANDARD DUTY PAVEMENT SECTION NO SCALE n 1 NO SCALE C 1 NO SCALE SPECIFICATIONS 1. All grading, paving, sidewalk, and turf establishment shall be in accordance with r MN/DOT Specifications (1988 Edition). ` 2. Remove all black dirt and unsuitable material from under drives and roadways within 80UNDARYIROW/BLOCK LINE STM I ti I LEGEND 0 PROPOSED MANHOLE ® PROPOS�D CATCH BASIN -4- PROPOSED HYDRANT ►� i PROPOS D GATE VALVE rl PROPOSED FLARED END SOIL BORING PROPOSD STORM SEWER Sediment shall be removed from roads by shoveling or sweeping and be transported to PROPOSED SANITARY SEWER III PROPOSED WATERMAIN 0 PROPOS�D CONCRETE [� PROPOSED STD. DUTY BITUMINOUS site will not be allowed. PROPOS D HEAVY DUTY BIT0141NOUS -��- PROPOS 'D CONTOUR • 1023.54 PROPOS D ELEVATION E - - -- EXISTING BURIED ELECTRIC LINEeco SILT FENCE • • e CONSTRUCTION LIMITS n 1 NO SCALE C 1 NO SCALE SPECIFICATIONS 1. All grading, paving, sidewalk, and turf establishment shall be in accordance with r MN/DOT Specifications (1988 Edition). ` 2. Remove all black dirt and unsuitable material from under drives and roadways within 80UNDARYIROW/BLOCK LINE STM 3 feet of firai pavement subgrade. curb radius, at every 10 foot intervals in the and 3. All erosion r, >ntrol measures shown on the plans including silt fence, hay bales and - -- - - - EASEMENT sedim,ntatio-i ponds must be: installed prior to commencement of grading operations tV` and maintained until all areas altered on the site have been rastored. ------------- LOT LINE 4. Place hay bales around catch basins after they are constructed and maintain until the completed subgrade and/or aggregate base for soft spots .prior to bituminous placenas[11" " all areas disturbed have been restored. 28. Contractor shall verify locations of utility connections at the building, with 5. Wherever construction vehicle access routes intersect paved public roads, provisions " - - --- BUILDING PARKING SETBACK LINE. must be made to minimize the transport .of sediment (mud) by runoff or vehicle ". ;• � ��'�;'" ' �°k'�"" tracking onto the paved road surface. Where sediment is transported onto a public SOIL BORING read surface, the roads shall be cleaned thoroughly at the end of each day. 30. All services to be extended to within. 5 .feetof building. Plug ends and mark by Sediment shall be removed from roads by shoveling or sweeping and be transported to -i►- DRAINAGE ARROW a sediment controlled disposal area. Street washing shall be allowed only after sediment is removed in this manner. w -- EXISTING WATERMAIN 6. All areas altered because of construction must be restored with seed and disced mulch, sod, wood fiber blanket, or be hard surfaced within two weeks after ---- s EXISTING SANITARY SEWER XIS completion of construction. 7. Trees and stumps shall be hauled from the site. Burial of trees or stumps on the construction.''' site will not be allowed. ---- ST - - - EXISTING STORM SEWER B. Topsoil shall be salvaged and stockpiled for future use. A minimum of four inches of topsoil shall be placed on all areas disturbed by the constructipn. - - --- EXISTING BURIED GAS LINE 9. All embankment construction shall be compacted to 95% Stcndord Proctor density Com action shall be obtained in lifts so .that no ort of the lift will p p have lest E - - -- EXISTING BURIED ELECTRIC LINEeco than 95% density. 10. FIII under buildings shall be compacted to meet, Soil Engineers recommendations. - ---- T - -- EXISTING BURIED TELEPHONE LINE 11. The concrete curb and gutter shall be B-612. 12. Field verify all existing sewer and watermain elevations and locations: Notify GRADING & UTILITY PLA�I.� NORTHLAND COLLISION CITY nc' A�` `IL�e CITY lJf /"1 V G Engineer of any discrepancies. ----- Tv ----- EXISTING BURIED TELEVISION LINE 13. Compact trenches beyond the building limits to 95% and 1OOX Standard Proctor Density 2-8-99 subgradefor p p respectively. tcontact eealloutlty ---980-- EXISTING CONTOUR ave said companies locate and have sat 14. The Cotratorbshall companies and all utilities (public and private) before any. constructioni egin. x 9295.50 EXISTING ELEVATION 15. Standard Utilities Specification by City Engineers Association of Minnesota (1988 Edition) shall prevail. 16. Sanitary Sewer pipe shall be PVC SDR 35. --- PRQ_rECT NO.: 991-0508.033 DRAWING FILE: 050833.DWG SH SHEET' C1 17. PVC sewer pipe shall be bedded in accordance with ASTM -D-2321, "Recommended Practice :• for underground installation of Flexible Thermoplastic Sewer Pipe". 18. Maximum allowable pipe deflection of 5.070 at 30 days after installation. Contractor , shall provide test equipment to check for deflection. S 19. Watermain shall be Ductile Iron Pipe Class 52, push -on joints.' 20. All valves shown on the drawings as 12 Inches or less shall be CRS valves in accordance with the AWWA C509 (latest' revision) Specific aticns. Valves shall be either American or approved equal. Gate valves AWWA C500 Specification will not be allowed. Valve boxes shall be Tyler 6860-G Series screw type 5 ? inch valve box with #6 base, cast iron, American made with cover marked "WATER"'. Box shall be adjustable from 74 to 94 inches. 21. All bends and stubs shall be rodded to the watermain using inch tie rods c 7s 1 It fl d U TILT I TES 22. Storm sewer pipe shall be reinforced concrete, Class 4, A , w h con rubber o -ring gasket (R-4). . r 0 - All servi es extend to a point 5' from proposed building. 23. Catch Basins/Manholes shall be precast where the depth is greater than 5 feet . Manholes less than 5 feet may be constructed from concrete block' and mortar. - Verify all ser e locations and inverts with mechanical engineer before construction. 24. Portland cement concrete for curb and gutter and sidewalk shalt be 3900 psi minimum " 3O - 28 days compressive strength with 5.076 air entraining. Concrete aggregates shall be All Ovate mai �o have a minimum of 7.5' of cover. free of organic impurities, chert, shale or other deleterious substances. , I hereby certify that this plan was ;•repare by Issued me or under my direct supervision _ A tho I am a duly Licensed Professional Eni,,oeer u der - SITE PLAN REVISIONS the laws of the State of Minnesota. - Date _.3-30+-99 FINAL Name John A. Krausert Reg, f o.__16 r525 25. Preformed expansion joints using 1/2 Inch thickness shell be placed at, each and of, intersections and approximately 200 feet. curb radius, at every 10 foot intervals in the and 26. Contraction joints shall be spaced at curb gutter: 14 to °check tV` 27. The Contractor shall furnish a tandem truck loaded with a minimum of tons « r; the completed subgrade and/or aggregate base for soft spots .prior to bituminous placenas[11" " :4 28. Contractor shall verify locations of utility connections at the building, with r 4 '. architectural and mechanical plans: ED29. The Contractor shall be responsible for arranging all required Inspections with .the ;• � ��'�;'" ' �°k'�"" governing authority who has jurisdiction over the work that Is to be performed. 0APPROA] 30. All services to be extended to within. 5 .feetof building. Plug ends and mark by C BY C extending a 2" x 2" wood board from plugged end to 4 feet out of the ground. DATE31. " Existing Topography Survey provided by Rehder & Associates, Inc.' 32. No soil borings provided. Subgrade soils assumed to be adequate for proposed construction.''' Rehder and Associates, Inc. CIVIL ENGINEERS AND LAND SURVEYORS 3440 Federal Drive • Suite 240 •Eagan, Minnesota 55122 Phone 651-452-5051 • Fax 651-452-9797 GRADING & UTILITY PLA�I.� NORTHLAND COLLISION CITY nc' A�` `IL�e CITY lJf /"1 V G a , _ 7,1.. , 1-28-99 2-8-99 2 -2s -ss 3-1-99 a fi w r 3-30-99 rq --- PRQ_rECT NO.: 991-0508.033 DRAWING FILE: 050833.DWG SH SHEET' C1 ✓ S (t C J A N LQ r T— LP _LP �,b Top 952 17 160TH Top 952.21 Top 952,35 Inv. 947.75 r Top 952.36 Inv. 948.76 r r r 0 15 30 60 90 Scale in Feet MH( Top 952.57 Inv. 942.03 4 Gas Meter 69.4 �— Existing 1—Story o block building °j First floor = 954.16 feet 1.946 Square feet In 69.4 Hyd. BENCHMARK STREET —_SK ----42" -ST — T T T T T T--- X-7� x n� n X —�— x -7L -- S+ x Chain link fence x k Q x C" J �0 x x C Q X x k L x�X 950.90 MH Top 951.33 CB Top 951.10 CB r Top 951-34 Inv. 947,64 / T-,— T T T T. T— T T- '-1 '-1 LT c c \ yv w� T l�T - c� 1 x ti. ij c Top ,951.92 Inv. '949.37 CB ' LP Sin 1 0 i — T- - 1 LEGEND S —Sanitary Sewer —ST— Storm Sewer _W— Watermain Hyd.� Hydrant GV • Gate Valve MHO Manhole CBO Catch Basin LSO Lift Station coo Cleanout > Flared End Inv. Invert Elevation • Guard Post s+ Sign PP -& Power Pole LP -3�- Light Pole ® Electrical Transformer T a Telephone Pedestal Concrete Surface Bituminous Surface —G Buried Gas T Buried Telephone —E-- utility companies failed to respond. Contact Gopher State One Call- at 454-0002 for precise utility locations before any construction shall begin. Benchmark: Top of Hydrant located in the SW corner of of the site as labeled on the survey as BENCHMARK. Elevation = 955.64 feet. Zoning of property:- B-4 (Genera! Business) Setbacks are as follows: Building Any street side: 30 feet There are no requirements for side or rear yard setback. Maximum building height: 35 feet Note: The zoning and setback requirements are for the current site usage. This information may change, depending on the proposed site usage. Please contact the City of Lakeville Planning Department. This property is located in Flood Zone C (area of minimal flooding) per Flood Zone Panel No. 270107 0005 B, dated May 1, 1979. Building setbacks, zoning and flood zone information obtained from the City of Lakeville. Buried Electric —TV Buried Television Topographic and Location Survey For: MR. DUANE MAREK of Lot 2, Block 1, DAKOTA PLAZA, Lakeville, MN. NOTES Utilities shown are from information furnished by the City of Lakeville, Minnegasco and U.S. West in response to Gopher State One Call Ticket No. 619005. All other PROPERTY DESCRI PT1ON Lot 2, Block 1, DAKOTA PLAZA, according to the recorded .plat thereof, Dakota County, Minnesota. 1 hereby certify that this topographic and location survey was prepared by me or under my direct supervision and that 1 am a duly Registered Land Surveyor under the laws of the State of Minnesota. Dated this 5th day of January, 1999. REHDER &ASSOCIATES, INC. Alvin R. Rehder, Land Surveyor Minnesota Registration No. 13295 Rehder and Associates, Inc. CIVIL ENGINEERS AND LAND SURVEYORS 3440 Federal Drive Suite 240 Eagan, Minnesota Phone (651) 452-5051 JOB: 984-1583.010 FILE: 98— 183 proposed site usage. Please contact the City of Lakeville Planning Department. This property is located in Flood Zone C (area of minimal flooding) per Flood Zone Panel No. 270107 0005 B, dated May 1, 1979. Building setbacks, zoning and flood zone information obtained from the City of Lakeville. PROPERTY DESCRI PT1ON Lot 2, Block 1, DAKOTA PLAZA, according to the recorded .plat thereof, Dakota County, Minnesota. 1 hereby certify that this topographic and location survey was prepared by me or under my direct supervision and that 1 am a duly Registered Land Surveyor under the laws of the State of Minnesota. Dated this 5th day of January, 1999. REHDER &ASSOCIATES, INC. Alvin R. Rehder, Land Surveyor Minnesota Registration No. 13295 Rehder and Associates, Inc. CIVIL ENGINEERS AND LAND SURVEYORS 3440 Federal Drive Suite 240 Eagan, Minnesota Phone (651) 452-5051 JOB: 984-1583.010 FILE: 98— 183