04/13/2005 P&Z Packet - Laserfiche WebLink

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/ / / / / / / / / / / / / O . • 4 f J * I / ,`t>; / I I ( / 4D • 1 ti. / r 4 } I ) / f * 'iC `I �i , A�.� I I l /* • ,. 1 1 (412- 1 C1 / / / // / / / ) /I / )/O / (' / 3 / / / +80000 +800.00 1000 LEGEND BGIEL PLACE BOTTOM EDGE OF FENCE INTO 6" DEEP TRENCH AND BACKFILL IMMEDIATELY. FILE COPY PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION EXISTING CONTOURS PROPOSED CONTOURS TREE LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN PROPOSED STORM SEWER HAY BALE CHECK DAM PROPOSED SILT FENCE EXISTING ASPHALT SURFACE TEMPORARY ROCK CONSTRUCTION ENTRANCE POSTS or ON CENTER POSTS SHALL BE 2"X2" HARDWOOD. PINE OR STANDARD STEEL FENCE POSTS. POSTS SHALL BE DRIVEN 24" INTO THE GROUND. _• irra GENERAL O 80180 NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN VAACH THE WORK I5 LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICAT0N5 FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2. IT 15 THE RESPONSBIUTY OF 114E CONTRACTOR TO UTUZE THE "GOPHER STATE ORE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 2160, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651 -454 -0002 IN THE TWIN CITIES METRO AREA CR TOLL FREE 1- B00- 252 - 1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE 'WITH ALL OSHA REQUIREMENTS 5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT. 6. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WI41CH MAY INCLUDE SILT FENCE. SEDIMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS. SHALL 8E CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED, AND IN COMPLIANCE WITH PART 10 OF THE MPG* GENERAL STORM WATER PERMIT (SEE "NPDES REQUIREMENTS"). a ROCK CONSTRUCTOR ENTRANCES. 9.. SILT FENCE. TEMPORARY CULVERTS. d. TEMPORARY SEDIMENTATION BASINS AND OU1FALL FAOUTES. e. STORM WATER POND CONSTRUCTION. T. COMMON EXCAVATION ANO EMBANKMENT (GRADING CONSTRUCTION). 9. SEED AND MULCH (SEE NOTE 14). h. STRAW BALE BARRIERS IN FINISHED GRADED MEAS. 1. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER CONSTRUCTION. 7. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON TIHESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 6. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE GRADING CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACIUTIES WHICH ARE TO BE REMOVED AS CALLED FCR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY 116E GRADING CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 9. IT I5 THE RESPONSIBIUTY OF THE GRADING CONTRACTOR TO DISPOSE OFF -STE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS 114AT EMSTS WITHIN THE CONSTRUCTION AREAS; DISPOSAL SHALL BE IN COMPLIANCE WITH .MPCA REQUIREMENTS TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 10. THE GRADING CONTRACTOR SHALL SCHEDULE THE S0.5 ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED' FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. 11. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS TRAVEL WAYS OR PARKING LOTS WITHIN THE UPPER 3 FEET OF STREET SUB GRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTOR TO A MINIMUM OF 10061 OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF TIE STREETS, TRAVEL WATS OR PARKING LOTS THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER TIE SOILS STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND THAT COMPACTOR TO A MINIMUM OF 95X OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1'3. 12. LOT GRADING AND /OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE 'WITH THESE PLANS AND SPEOFICATONS THE GRADING TOLERANCE SHALL BE 0.25'3. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH 144E HUD -FHA DATA SHEET 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK ", PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO- TECHNICAL ENGINEER. 13. BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAO FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT THE MINIMUM SIDE YARD SETBACKS (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAO THAT CANNOT BE CORRECTED OR REMOVED, IT 15 THE RESPSONSIBIUTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE UNITS OF THE UNSUITABLE AREAS. 14. UNLESS OTMERVA5E SPECIFICALLY NOTED, 114E 0001011ING SITE RE- VEGETATION TECHNIQUES SHALL BE IMPLEMENTED. ALL DISTURBED AREAS, EXCEPT STREETS SHALL BE COVERED WITH A MINIMUM OF 6" TOPSOIL AND SHALL BE SEEDED WITH Mn00T j250 (GENERAL SEED) MIX AT 70 LBS. /ACRE SEEDED AREAS SHALL BE MULCHED 68114 MnOOT TYPE 1 AT 2 TONS/ACRE AND DISC ANCHORED. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN 2 WEEKS AFTER EARTH MOWING OPERATIONS ARE COMPLETED. ALL SLOPES THAT EXCEED 3(14):1(8) SHALL BE SEEDED WITH A WOOD FIBER BLANKET. FERTUZER SHALL BE 22 -5-10 BOX W.I.N. 0% CI OR EQUIVALENT AND APPLIED AT 350 POUNDS PER ACRE FERTUZER 15 TO BE INCORPORATED INTO THE TOP 3 TO 4 INCHES BY DI5UTNG OR SOME 01ER SUITABLE MEANS. WHEN SEEDING AFTER NOVEMBER 1, OR WHEN TEMPERATURES DO NOT EXCEED 40 DEGREES FAHRENHEIT. THE CONTRACTOR SHALL DORMANT SEED ALONG ALL DISTURBED AREAS DORMANT SEED BED PREPARATION, SEEDING RATES, AND MULCH REQUIREMENTS SHALL BE THE SAME AS THOSE DESCRIBED IN THIS 50CT0N EXCEPT THAT NO SEED SHALL BE PLACED ON SNOW OR ICE WHICH 15 GREATER THAN 2 INCHES IN DEPTH. ANY SEEDED AREAS WHICH DO NOT BECOME ESTABUSHEO SHALL BE RE- SEEDED AT 114E CONTRACTOR'S EXPENSE. 15. IT I5 THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP PUBLIC STREETS. TRAVEL WAYS. PARKING LOTS AND TRAILS FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID GRADING CONSTRUCTION. SPFOFIC CRATING 80505; 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 03/07/05. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN I5 EQUAL TO 3 ONE HALF TIE CONTOUR INTERVAL i1A R 1 2005 EROSION CONTRO F N TIVE19U.M0 rµ 0 SCALE IN FEET 30 60 1 inch = 30 feet 90 VI = n N Z N 3 � m� CC W m < W os A Cr) 2 n z ° Z W J n o Y W _, U z U DRAWN BY TDL DATE 03/10/05 REVISIONS CAD FILE 21804G PROJECT NO. 21804 SHEET 1 OF 1