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HomeMy WebLinkAbout1998-civil planI 0 I � LACE C & WOVEN REF N I , I I xi' 11H(; I WIVI WA'( I I I � I WI Io� A M ti I I I� I II I� I ,IIIJ�; 1)MVI Wi, i r I 1 1 -7c' 40" nuo w n AOX PLUS FLARED ENDS (REMOVE OLD CULVERT) NOTE: CONTOURS AS SHOWN ARE FROM DAKOTA COUNTY DATUM, SUPPLEMENTED WITH FIELD SHOTS TAKEN 2/10/93 BENCHMARK: R.R. SPIKE HEST FACE OF POWER POLE 4.0' HIGH EAST SIDE OF KENRICK AVE +/- MIDDLE OF HEST PROPERTY LINE ELEV. = 1088.88 1 4- HIGH EVERGREEN4 SPACED AT 20' OC l Y rnvn 1jr-MICV AT 20' ON CENTER. 1W VI,\GV I -F/\ VI\I\II\/1V 4. TO GRAVEL PARKING LOT Lf .01 ALL GRADING, PAVING, SIDEWALX, AND TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH MNOOT SPECIFICATIONS. (1988 EDITION) .02 INDIVIDUAL SEWAGE TREATMENT SYSTEM SHALL BE DONE IN ACCORDANCE WITH CITY APPROVED ISIS DESIGN AND MN RULES 7060. .03 ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING AND MAIN— TAINED UNTIL ALL AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. 04 PLACE SILT FENCE AROUND CATCH BASINS AFTER THEY ARE CONSTRUCTED AND MAINTAIN UNTIL ALL AREAS DISTURBED HAVE BEEN RESTORED. .05 ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCED MULCH, SOD WOOD FIBER BLANKET OR BE FARO SURFACED WITHIN TWO WEEKS AFTER COMPLETION OF CONSTRUCTION. (WEATHER PERMITTING) 06 BURIAL OF TREES OR STUMPS ON THE SITE WILL NOT BE ALLOWED UNLESS SPECIFICALLY PERMITTED BY OWNER. .07 TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR FUTURE USE. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE IMPORTED AND PLACED EVENLY ON ALL AREAS DISTURBED BY THE CONSTRUCTION WHICH WILL BE SEEDED. .08 FIELD VERIFY ALL EXISTING ELEVATIONS AND LOCATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES. .09 THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND HAVE SAID COMPANIES LOCATE ALL UTILITIES(PUBUC AND PRIVATE) BEFORE ANY CONSTRUCTION SHALL BEGIN. ,10 STANDARD UTILITIES SPECIFICATION BY CITY ENGINEERS ASSOCIATION OF MINNESOTA (1988 EDITION)SHALL PREVAIL. .11 STORM SEWER PIPE SMALL BE REINFORCED CONCRETE PIPE (CL 4). .12 PRIOR TO PLACEMENT OF AGGREGATE BASE AND PAVEMENT, THE CONTRACTOR SHALL FURNISH A TANDEM TRUCK LOADED WITH A MINIMUM OF 14 TONS AND TEST ROLL TO CHECK THE COMPLETED SUBGRADE AND/OR BASE FOR SOFT SPOTS. SOFT AREAS MUST BE REMOVED AND REPLACED WITH SATISFACTORY MATERIAL BEFORE COMPLETING SUBGRADE OR BASE PREPARATION. .13 NO SOIL BORINGS PROVIDED. eUBGRADE SOILS ASSUMED TO BE ADEQUATE FOR THE PROPOSED CONSTRUCTION, ALL FILL SHALL BE COMPACTED TO 95X MODIFIED PROCTOR DENSITY, �5j 3 FVC ® 1.09. WITM 2/CU YDS RIPRAP AN j.SYNTHETIC FILTER FABRIC ,.,—SEED, FERTILIZE, AND DISC MULCH ALL DISTURBED TURF AREAS. SEED WITH 75# PER ACRE MNDOT SEED MIX 0500 AND 1800# MULCH PER ACRE. SILT FENCE OF BERM 1063,0 FLARED END PLUS 2 CU CU YDS RIPRAP & SYN- THETIC FILTER FABRIC -ui iv DRAINAGE EASEMENT 1172.5 TOOLED CONTROL JOINT O 5' MAX. UNLESS NOTED OTHERWISE APPROVED JOINT SEALANT CONCRETE 3/4" CHAMFER �� /�" n 1 1 1 TI' i 1 1: II 1/2" PRE -FORMED EXPANSION JOINT 30' OC MAXIMUM OR AS OTHERWISE SHOWN ON PLANS. ALSO INSTALL WHERE WALK ABUTS FIXED OBJECTS. GRANULAR BASE COMPACTED SUBGRADE 6 5' C1 I hereby certify that this plan was prepared by me or under my direct supervision and that I I am a duly Registered Engineer under the laws RENIS of the State of Minnesota. Date Registration No. 12783 GREGORY R. HALLING NO SCALE Issued I H P i 14 1.5" CLEAR ROCK 2 -IJ-:_ I I:. I, ROCK CONSTRU ION ENTRMCE C NO SCALE LACE AT CONSTRUCTION ENTRANCES 2.5" — BITUMINOUS WEAR COURSE, 2331—TYPE 41B 6" — CLASS 5, 100X CRUSHED LIMESTONE APPROVED SUBGRADE 3 C1 NO SCALE USE IN PARKING LOT 1.5" - BITUMINOUS WEAR COURSE, 2331 -TYPE 418 TACK COAT, 3151 3,0" - BITUMINOUS BASE COURSE, 2331 -TYPE 31 8" - CLASS 5, 100% CRUSHED LIMESTONE APPROVED SUBGRADE I 2-15-9; 2-22-91 3/8" NO SCALE PtJUSE FOR NORTH DRIVEWAY ENTRANCE FACE OF CURB 1_10 N FLARED SIDE OBSTRUCTION (WALL, CURB OR OR EDGE OF PAVED SURFACE) BACK OF CURB 1:10 FLARED SIDE -VARIABLE, 38" MINT 1. Total rise in pedestrian curb romp with 1:12 slope not to exceed 30 2. If X. as indicated above, is less than 48", then flared side slope shall not exceed 1:12. 3. See sidewalk detail for required concrete and base thicknesses and Joint details. _ PEDESTRIAN CURB RAMP NO SCALE C1 Halling Engineering CIVIL ENGINEERS 3727 255th Street East • Webster, Minnesota 55088 Phone 612-461-3320 9 Fax 612-461-3310 PROJECT NO.: 97-0043.01 DRAWING FILE: 0043.01.DWG SUPPORT POST A 4' O.C. FILTER FABRIC COMPACTED BACKFILL OVER FILTER FABRIC FLOW 2 SILT FENCI C1 NO SCALE 0 20 40 80 120 Scale in Feet R •�•��. a �:�R: �•�R: � �•��: �•��• •. NII N►. NI• • i• .�i• �.��; 2. � Nr. PROPOSED CATCH BASIN HYD PROPOSED HYDRANT GV 9 PROPOSED GATE VALVE FE 4 PROPOSED FLARED END _4mI _ PROPOSED CONTOUR ©HEAVY DUTY PAVEMENT " • 2-15-9; 2-22-91 3/8" NO SCALE PtJUSE FOR NORTH DRIVEWAY ENTRANCE FACE OF CURB 1_10 N FLARED SIDE OBSTRUCTION (WALL, CURB OR OR EDGE OF PAVED SURFACE) BACK OF CURB 1:10 FLARED SIDE -VARIABLE, 38" MINT 1. Total rise in pedestrian curb romp with 1:12 slope not to exceed 30 2. If X. as indicated above, is less than 48", then flared side slope shall not exceed 1:12. 3. See sidewalk detail for required concrete and base thicknesses and Joint details. _ PEDESTRIAN CURB RAMP NO SCALE C1 Halling Engineering CIVIL ENGINEERS 3727 255th Street East • Webster, Minnesota 55088 Phone 612-461-3320 9 Fax 612-461-3310 PROJECT NO.: 97-0043.01 DRAWING FILE: 0043.01.DWG SUPPORT POST A 4' O.C. FILTER FABRIC COMPACTED BACKFILL OVER FILTER FABRIC FLOW 2 SILT FENCI C1 NO SCALE 0 20 40 80 120 Scale in Feet GRADING. EROSION CONTROL SEWER, AND SITE PLAN DEVELOPER: MIKE GILES CITY OF LAKEVILLE SHEET C1 1v F?ECEIYED APR 1 3 LEGEND MH PROPOSED MANHOLE Ce ■ PROPOSED CATCH BASIN HYD PROPOSED HYDRANT GV 9 PROPOSED GATE VALVE FE 4 PROPOSED FLARED END _4mI _ PROPOSED CONTOUR PROPOSED ELEVATION PROPOSED CONCRETE PROPOSED BITUMINOUS PROPOSED STORM SEWER PROPOSED SANITARY SEWER SILT FENCE �+ SOIL BORING —i► DRAINAGE ARROW W EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER G EXISTING BURIED GAS LINE - EXISTING BURIED ELECTRIC LINE EXISTING BURIED TELEPHONE LINE IV - EXISTING BURIED TELEVISION LINE 9HO EXISTING CONTOUR X I1'I`) `>11 EXISTING ELEVATION GRADING. EROSION CONTROL SEWER, AND SITE PLAN DEVELOPER: MIKE GILES CITY OF LAKEVILLE SHEET C1 1v F?ECEIYED APR 1 3