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10. 5' -- • • • GENERA .GB-M NC ! ER090N CONTRO M01F5: 1. SPEOPICA1ONS 141404 APPLY ME THE MOST RECENT E0111174S OF THE CITY OF UNO LAKES AND THE MINNESOTA DEPARTMENT OF 1RAMSPORTATON SPECIFICATIONS FOR HIGH WAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS L IT IS TE RESPON981UTY OF THE CONTRACTOR 10 UTILIZE THE 'GOPHER STATE ONE CALL' EXCAVATION N0110E SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 2180. 4B HOURS PRIOR 70 PERFORMING ANY EXCAVATION (RHONE 851 -454 -0002 N 14E TAN CITES METRO AREA OR TOLL FREE 1- 800-252- 1188). 3. GRADING CONTRACTOR 91ALL VERIFY LCCAnONS AND ELEVATIONS OF ALL UMOERCR0*M0 UTILITIES NTH THE RESPECTIVE UTILITY COMPANIES PRIOR TO C0NS1RUCn01. 4. ALL CONSTRUCTION AS CALLED F'OR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED N ACCORDANCE NM ALL OSHA REQUIREMENTS. 5. ALL LOT AND EASEMENT D1YEN90N5 ARE SUBJECT TO FINAL PLAT. L ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS. M4104 MAY NCLUOE FILTER FENCESEDNENTATION BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND Sq*CEABLL N 114E FOLLOW* % ORDER AS REWIRED. 6 ROCK CONSTRUCTION ENTRANCES 0. FILTER FENCE. • 1E1PORARr CULVERTS 4. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES. A. STORM WATER POND COIS1RUCBON. 4. COMMON EXCAVATOR AND E48I444WENT (GRADING CONSTRUCTION). 0. SEED 140 MULCH (SEE NOTE 14). L STRAW BALE BARRIOS N FNN5E0 GRADE° AREAS. L INLET AND OUTLET FAMINES SUBSEQUENT TO STORM SEWER CONSTRUCTION. 7. CAWING C0I4OAC70R SHALL PROVIDE MID MANTAW ALL Soso CONTROL MEASURES AS SNOW ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY AD011ONL EROSION C0N1R0. MEASURES NECESSARY N ORDER TO PROTECT ADJACENT PROPERTY. L ALL EROSION CONTROL FACILITIES SHALL BE NANT41NE0 BY 114C GRADING CONTRACTOR DURING GRADING OPERATIONS ANY TEMPORARY FAOJTES THIGH ARE 10 BE 41404.10 AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRA0N0 CONTRACTOR AMEN DIRECTED BY THE ENONEER. 111E GRADING CONTRACTOR SHALL TEN RESTORE THE SUBSEQUENTLY DISTURBED AREA N ACCORDANCE 4714 THESE PLAN5 040 SPECIFICATIONS. 9. IT 15 144E RESPON9BIU1Y OF THE GRADING CONIRAC70R 70 OISPDSE O4T -0TE ALL TREES, STUMPS, BRU54, OR OTHER DEBRIS THAT EXISTS NTHIN 114E GON5TRUCTIOH AREAS TREES 70 REMAIN SHALL BE DESIGNATED BY THE ENGINEER 10. 144E GRADING CONTRACTOR SHALL 504E3II11 IRE SOILS ENGINEER 50 THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE 0NNER DURING AND UPON COMPLETEM Cr 144E PROJECT. 11. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION NTNN THE 5TREE15. TRAVEL wars 0.1 PARKING LOTS NTIM THE UPPER 3 FEET Cr STREET SUB GRADE THE CON1RAC108 SHALL INSURE THAT ALL SOILS BE NOT MOLE 71404 ONE PERCENTAGE PONT OVER THE SOIL'S 57M$1AR0 PROCTOR OPTIMUM M0511RE CONTENT. AND THAT COMPACTION TO A MINIML84 OF 1009 OF STANDARD PROCTOR DENSITY BE PRONGED. N AREAS B0.0w THE UPPER THREE FEET OF 9UBIRADE Cr THE SIEgLIo, TRAVEL WAYS OR PARKING LO15. THE CONTRACTOR SILL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER 14E SOLES STANDARD PROCTOR 0P11MLN M05TURE CONTENT. AN0 THAT COMPACTION TO A MNNU4H OF 959 OF STANDARD PROCTOR DENSITY BE FRONDED. 144E GRACING TOLERANCE FOR 1NESE AREAS SHALL BE NUN 0.1'3. 1L LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONS14UCIE0 94 ACCORDANCE 1414 THEM PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.25'4. ALL EARTHWORK CPE9ATICN5 SHALL BE PERFORMED 94 ACCORDANCE 14114 THE N O -MA DATA SHEET 790 'SAND DEVELOPMENT MTh CONTROLLED EARTHWORK', MOWING FOR A MNNUM OF 859 STANDARD DENSITY, OR AS OTHERNSE SPECIFIED BY THE MO-TECHNICAL PIONEER. 13. BUILDING PADS SHORN ON EACH LOT ARE TYPICAL ONLY. 114E DEPTH OF THE PAD FROM FRONT TO BACK SMALL BE GRADED THROUGHOUT THE FULL WITH OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BULLING AT THE MINIMUM 540E YARD SETBACKS (MOO TO 144E PLANS F'0R SPE0FI0 57840! DISTANCES.) r UNSUITABLE SOL CONDI710N5 ARE ENO:UNTOED M11404 A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS 144E RESP50M9BIUTY OF TIE CONTRACTOR TO 11014FY THE 04044EER OF THE COMNTI N5 AND TO LOCATE THE men a THE UNSUITABLE AREAL 14. UNLESS OTHER/NM SPEOFCALLr NOTED. TIE FOLLONNO SITE 91- VEGETATION TEDN4UES SMALL BE 9NPLEMENIED. ALL DISTURBED AREAS, EXCEPT STREETS. SMALL BE COVERED 8418 • MINMUI OF O• TORSOS AND SHALL BE SEEDED NT1 MOOT /500 TAX AT 100L35. /ACRE SEEDED AREAS SHALL BE MULCHED 7474 844001 1714E 1 AT 2 TONS /ACE AND DISC ANCHORED. SIDING AND NULLNNO SHALL BE COMPLETED N1704 2 WOO AF7p1 EARTH 14OVN0 OPERATIONS ARE COMPLETED. ALL SLOPES THAT EXCEED 3(4):1(V) SHALL BE SEEDED NTH A WOW TIBER BLANKET. FERTILIZER SHALL BE 20 -0-10 DR EQUIVALENT AND APPLIED AT 400 POUNDS PER ACE. FER11l12ER I5 TO BE INCORPORATED INTO 114E TOP 3 TO • INCHES BY MOW OR SOME OTHER SUITABLE MEANS WEN SEEDING AFTER NOVEMBER 1, OR W4E4 TEMPERATURES 00 4407 EXCEED 40 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL DORMANT SEED ALONG ALL DISTURBED AREAS. DORMANT SEED BED PREPARATION. SEEDING RATES, AND MUL04 REQUIREMENTS SHALL BE THE SAME AS 11405E DESCRIBED IN 1185 SECTION EXCEPT THAT NO SEED SHALL BE RACED ON SNOW CR CE WHICH IS GREATER 114AR 2 NOIE5 IN DEPTH. ANY SEEDED AREAS WADI DO NOT BECOME ESTABUSNED SHALL BE RE -SEEDED AT NE CONTRACTOR'S 1*104SE 15. IT B THE Raw:NOBILITY a THE CONTRACTOR TO KEEP P48UC STREETS, TRAVEL RATS, RANKING Ian A40 TRAILS FREE OF DIRT AND 01«01 DEBRIS NICK RESISTS FROM SAID GRADING CONSTRUCTION. Blanc GRADING NOTES 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON MME PLANS WIRE PROMDED BY 541 05N15 ANO 1141 01Y OF LRO LAKES THE DECREE Of ACCURACY OF 114E 0057140 CONTOURS 540WN ON THE PLAN R Owl TO 3 ONE HALF 144E CONTOUR INTERVAL EROSION CONTRM N01FS TCPSCIL AU. DISTURBED AREAS SHALL HAVE A MINIMUM OF B INCHES OF TOPSOIL PLACED. FERTILIZER APPLY 400 POUNDS PER ACRE OF 20 -0-10 CR EQUIVALENT FERTILIZER. INCORPORATE 17 INTO THE TOP THREE (3) TO FOUR (4) INCHES OF SURFACE BY DISKING OR SOME OTHER SUITABLE MEANS. SEEDNO: SEED MIX SHALL BE MnDOT MIX 140. S00. ALL SLOPES THAT EXCEED 11 SHALL BE SEEDED WI111 A WOOD FIBER BLANKET. MULCHING: STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE OF TWO TONS PER ACRE AND ANCHORED WITH EITHER NETTING OR A STRAIGHT DISC. ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN TWO (2) WEEKS OF THE COMPLETED GRADING OPERATION OR AT THE BEGINNING OF THE NEXT SEEDING PERIOD PER CONSTRUCTION SPECIFICATIONS. PLAN VIEW �f I 4. r ,441N Imco PP T_,1 „r MT= 14.09 T• 961 Y rT441m T••K (4461 BANK 94T OM MOSLTAT • 494811. SKIMMER DETAIL SUBMERGED POND OUTLET FLARED END SECTION WITH RIP RAP 908.2 L.- -J L J i 10. 5' TYPICAL DRAINAGE & UTILITY EASEMENTS TTP -[AA. 0•G Two 2' X 2' WOOD STAKES OR REINFORCING BARS IN EACH BALE AND IMBEDDED IN THE GROUND 10' MINIMUM STORM SEWER CATCHBASIN SILT FENCE INSTALLED AS PER DETAIL HAYBALE BARRIERS WITH SILT FENCE 1.0' MN. R/W 14' 16' 16' 14' -4' TOPSOIL & 50D (BY OTHERS) MAX. SLOPE 207E MIN. SLOP D412 CONC. CURB 4e GUTTER -1.5' -2350 TYPE LV • BIT. WEARING COURSE - TACK COAT 2' -2350 TYPE L1 2 OR 3 BIT. NON- WEARING COURSE 5' AGGREGATE BASE. CL. 5 (PLACED ON APPROVED SUBGRADE) 24' SELECT GRANULAR BORROW TYPICAL STREET SECTION R o4) / 47-0411;i} 4. , •!.i toJ do ti/ ti$. • :•149!..41...... w'• a. . 6' MINIMUM DEPTH •;rli:�i�iji }•Aq rdit•t t• #� c:!wA: Ntw�1w'l��l 1' - 2 WASHED ROCK 18' MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM STE FLIER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE PRMOSED 1N10UR PROPERT'LNE SRIACE DRANNOE LowEST float (r 8PECBED) ELEV. 5500151115 GARAGE 540E �T LOT CORNERS"' CENTERLINE 5-86 920.5 LF 920.5 RWO LOT WAGER EOSINS CONTOUR FINISHED GRADE EIZVAIKN RECOMMENDED HOUSE 1114E 119IGL FRONT YARD p 8' SETBACK (H0551) 1- 928.50 3 +00 TYPICAL LOT 111,LOTAF FV45Mm E aaAOE loo' C STATION NOTE I -9L7 FENCE SILL CONFORM 10 MND01 3888. TYPE B. - FENDING SHALL BE PLACED ALONG COMOURS OR AS DIRECTED BY ENGINEER. PROPOSED BUIL5410 911 .97 BADNILL • IY r) ■\ >s' SILT FENCE 4 ......... }- --1 A`Cw�77C/7T'F7fVI� NO4 -SELECT MORN AVOW. :Wl --i Tpe MRS OF 4NBAYa 4, 94404E a 40 GLACE 0. EF mist 94NAlfls4.) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL RIO 5R. SEWS RECCUMINDED HOUSE TYPES 1.7%Z. St 4889 f44 841•4O.jMRAT rrnO°Mtva44 cT Aii TAVAr Am NR a 1MMOUE TI .BC °n'P�4 GcJ BwA EVE: PpMryp4TOWpn1Rf brt AY JA MOUZI4=i�•KY WM YMIDI v 1.1.71.1 'Ir°� Y4MO°Of`luW�1W .40. •140 MV:T IrY B4K ITS °ems �I�pR s.eic • RECOMMENDED HOUSE TYPES SETBACKS FRONT 30 FEET SIDE (STREET) 30 FEET SIDE (HOUSE) 10 FEET SIDE (GARAGE) 10 FEET -R •1NrtT t4.nu. RAMBLER SECTION (R) aF IMMO REM M. 1F • -4' F R MDT ROOK 11111. RAMBLER LOOKOUT SECTION (RLO) -SEE STREET. SECTION 30 MAIM "°._°Ml 12 HOLD DORM 5C PAD ELEV. 30' 8' B'R44 U LOAM R9 ILLY r SPLIT ENTRY SECTION (SE) --R MEET A•T94A SP ABM MIX I MMO a4• 3. r 5.44. EFTA PM M. 0.O.131 THAN, QM) SPLIT ENTRY WALKOUT SECTION (SEWO) LOT BENCHING DETAIL 41 4AA NO SCALE NOTE: 1. THERE SHALL BE NO SLOPES STEEPER THAN 3:1 BENCHMARK FROM CITY OF LINO LAKES: 1.) TNH 726 MAIN MEET ELEV. - 918.82 2.) 1NH WEST END LINO LAKES ELEMENTARY ELEV. - 914.96 V cC C./7 m ° CC W W N s - W 1, d 114) 0_ e0 W v w z 4)) a co =z ag u4 (91S12 w„ W = W A rN F-4 x DRAWN BY CUR DATE 02/12/01 REVISIONS CAD FILE 201960 PROJECT NO. 20196 SHEET 11 OF 11