04/14/2004 P&Z Packet - Laserfiche WebLink

Home Search

• gEdgmLsatimajaagaggisam, OL NOTE 1. SPECF1CATONS WHICH APPLY ARE THE MOST RECENT EDITIONS T OF THE CITY OF LINO LAKES AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2 IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO UT1UZE 111E "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REWIRED UNDER MINNESOTA STATUTE CHAPTER 2160. 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 851 -454 -0002 IN THE TWIN 01105 METRO AREA OR TOLL FREE 1 -800 - 252 - 1168). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE U11UTY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WTIR 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. WHICH MAY INCLUDE FILTER FENCE,SEDMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS, 514ALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER. AS REWIRED. a. ROCK CONSTRUCTION ENTRANCES. b. FILTER FENCE 9. TEMPORARY CULVERTS d. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES. 1, STORM WATER POND CONSTRUCTION. L COMMON EXCAVATOR AND EMBANKMENT (GRADING CONSTRUCTION). g. SEED AND MULCH (SEE NOTE 14). h. STRAW BALE BARRIERS IN FINISHED GRADED AREAS. I. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER CONSTRUCTION. 7. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON MESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 8. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE GRADING CONTRACTOR DURING GRADING OPERATIONS ANY TEMPORARY FACILITIES %MICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL THEN RESTORE 1HE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE MTH THESE PLANS AND SPECIFICATIONS. 9. IT 15 THE RESPONSBIUTY OF THE GRADING CONTRACTOR TO DISPOSE OFF -STE ALL TREES, STUMPS, BRUSH. OR OTHER DEBRIS THAT EXISTS WTHIN THE CONSTRUCTION AREAS TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER 10. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER 50 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 1611118 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 COMPACTION TO A MINIMUM OF 1001 OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS TRAVEL WAYS OR PARKING LOTS. THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 9551 OF STANDARD PROCTOR DENSITY BE PROVIDED. 114E GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1'1. 12. LOT GRADING AND /CR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS THE GRADING TOLERANCE SHALL BE 0.25'1. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK ", PROVIDING FOR A MINIMUM OF 9551 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 PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING 87 THE MINIMUM SIDE YARD SETBACKS (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED 81114IN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED. IT IS THE RESPSONSBIUTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER O THE 0060111085 A140 TO LOCATE THE OMITS OF THE UNSUITABLE AREAS 14. UNLESS OTHERWISE SPECIFICALLY N01E0, THE FOLLOWING SITE RE- VEGETATION TECHNIQUES SHALL BE IMPLEMENTED. ALL DISTURBED AREAS, EXCEPT STREETS. SHALL BE COVERED WITH A MINIMUM GF 6" TOPSOIL AND SHALL BE SEEDED 7611 MnDOT /500 MIX AT 100LBS. /ACRE SEEDED AREAS SHALL BE MULCHED WITH MOOT TYPE 1 AT 2 TONS/ACRE AND DISC ANCHORED. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN 2 WEEKS AFTER EARTH MOVING OPERATORS ARE COMPLETED. ALL SLOPES THAT EXCEED 3(1):1(V) SHALL BE SEEDED WITH A WOOD FIBER BLANKET. FERMMZER SHALL BE 20 -0-10 OR EQUIVALENT AND APPLIED AT 400 POUNDS PER ACRE FERTUZER I5 TO BE INCORPORATED INTO THE TOP 3 TO 4 INCHES BY DISCING OR SOME OTHER SUITABLE MEANS WHEN SEEDING AFTER NOVEMBER 1, OR MIEN 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 SECTION EXCEPT THAT NO SEED SHALL BE PLACED W SNOW OR ICE WHICH IS GREATER THAN 2 INCHES IN DEPTH. ANY SEEDED AREAS WHICH DO NOT BECOME ESTABLISHED SHALL BE RE -SEEDED AT THE CONTRACTOR'S EXPENSE 15. IT 15 THE RESPONSIBIUTY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAD GRADING CONSTRUCTION. SPECIFIC GRADING NOTES: 1. THE E10511NG TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL INC. THE DEGREE OF ACCURACY OF THE EXI55NG CONTOURS SHORN W THE PLAN IS EQUAL TO 1 ONE HALF THE CONTOUR INTERVAL EROSION CONTROL NOTES TOPSOIL ALL DISTURBED AREAS SHALL HAVE A MINIMUM OF 6 INCHES OF TOPSOIL PLACED. FERT1UZER: APPLY 400 POUNDS PER ACRE OF 20 -0 -10 OR EQUIVALENT FERTILIZER. INCORPORATE IT INTO THE TOP THREE (3) TO FOUR (4) INCHES OF SURFACE BY DISKING OR SOME OTHER SUITABLE MEANS. SEEDING: SEED MIX SHALL BE MnDOT MIX NO. 508. ALL SLOPES THAT EXCEED 3:1 SHALL BE SEEDED WITH A WOOD FIBER BLANKET. ULCHING: 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. GENERAL UTIUTY CONSTRUCTOR NOTES: 1. SPECIFICATIONS THE WORK SHALL BE DONE IN ACCORDANCE 61TH THE CITY OF UNO LAKES. MINNESOTA 2. 1X85560 FACT li TIES IT SHALL BE THE CONTRACTOR'S RESPONSIRIUTY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION. MIS INCLUDES, BUT 15 NOT OMITED TO SANITARY AND STORM SEWER, WATERMAN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE IELE500N SERVICES THE CONTRACTOR SHALL NOTIFY 114E ENGINEER OF ANY CO1FUCT BETWEEN THE EXISTING UTUTES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION 'MTH THE U11UTY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FACTURES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACIUT1E5 SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE ANY SUPPORTING STRUCTURE THAT MAY BE REWIRED BECAUSE OF THE CONTRACTOR'S OPERATOR SHALL BE PRONGED BY HIM. THE CONTRACTOR SHALL BRING 10 THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATOR HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE 10 UNDERGROUND UTILITIES HAS BEEN CAUSED BY 114E CONTRACTOR'S OPERATIONS AND IT CULL BE HIS RESPONSBIUTY TO MAKE THE NECESSARY REPAIRS 3. CONTRACTOR RFT SRO 111FS 111E CONTRACTOR SHALL MAKE HIS OMR ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY WATER SHALL SE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR IITDRANTS ON OTT WATER SUPPLY. THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER N0117CA110N IS NOT GIVEN 10 THE ENGINEER. CITY STREETS THAT ARE UTIUZED FOR INGRESS TO OR EGRESS FROM THE CONSTRUCTOR SITE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS RESULTING FROM SAID CONSTRUCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ADEQUATE STORM DRAINAGE PROTECTION OF THE SITE IN ORDER TO PREVENT EROSION AND SUNG OF ON -5TE AND OFF -511E AREAS. THIS SHALL BE ACCOMPLISHED BY PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND THE DRAINAGE INLETS A140 OUTLETS AND 8Y CONSTRUCTION OF DITCHES. BERMS, DEBRIS BASINS, FILTER FABRIC FENCING AND BY ANY OTHER ON-SITE PROTECTION AS DETERMINED BY THE ENGINEER. UNLESS SPECIFICALLY CALLED OUT AS A BD ITEM ON THE 810 FORM, ANY TEMPORARY DITCHING, CULVERTS, HAY BALES. AND FILTER FABRIC FENCE NECESSARY TO ACCOMPLISH MN SHALL BE AT THE CONTRACTOR'S EXPENSE. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR 114E SUBDIVISION OF LAND. IT SHALL BE THE RESPONOBIUTY O THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REWIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 851 - 454-0002 IN THE TWIN CITES METRO AREA OR TOLL FREE 1 -600- 252 - 1106). 4. COMPACTOR: DENSITY TESTS SHALL BE TAKEN W ALL TRENCHES TO EVALUATE THE COMPACTION ACHIEVED DURING UTUTY CONSTRUCTION. AND 10 EVALUATE THE COMPACTOR WINS! THE STREET CROSS SECTION. WITHIN THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOUS STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 1007. OF STANDARD PROCTOR DENSITY (AA5HT0 T -99) BE PROVIDED. WITHIN UT1UTY TRENCHES IN OPEN SPACE AREAS AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 9551 OF STANDARD PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTIUTY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF 13" IN WEN SPACE AREAS AND 10.1' WITHIN STREET RIGHT OF WAYS. THE DENSITY WILL BE IRS Thu BY AN APPROVED TESTING LABORATORY. AN APPROVED 1E5TNG ME1110D WHICH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS. THE LOCATION OF THE TESTS HALL BE AT THE DIRECTION OF THE ENGINEER. THE OWNER SHALL BFAR ALL COSTS OF THE TESTING ANY AREAS YMICH FAIL TO MFFT THE COMPACTION FOR ANY RE-TESTING ASSINIATFII WITH ANY CIXRRFC1VF WORD( SHALL BE AT 111E FXPFNSE OF THE CONTRACTOR, 5. REMOVAL OF ALL EXISTING WATER AND SEWER SERVICES TO BE COORDINATED WITH THE GENERAL CONTRACTOR. INSTALLATION OF ALL PROPOSED WATER AND SEWER SERVICES TO BE COORDINATED NTH THE GENERAL CONTRACTOR. 6. ALL WATERMAN TO BE INSTALLED WITH 7.5' MINIMUM COVER. NOTE: 1. THERE SHALL BE NO SLOPES STEEPER THAN 3:1 SETBACKS REAR OF BUILDING- 20' FRONT OF BUILDING TO CURB - MINIMUM DISTANCE BETWEEN BUILDINGS - MINIMUM DECK SETBACK- BENCHMARKS) PROPOSED CONTOUR PROPERTY UNE /T SURFACE DRAINAGE LONEST FL00R 0,15. (IF SPECIFIED) WIE LOT 1NMBER 8 -/ SUGGCSRU GARAGE 900 ATILOT CORNS ON CENTERLINE 920.5 EXIS11NG CONTOUR ��- 669HED GRADE ELEVATOR LF 920.5 RW0 G 926.5 RECOMMENDED HOUSE TYPE TYPICAL FRONT TARO wa SETBACK (HOUSE) 926.50 3 +00 FINISHED 11 GRADE - 100'S STATION TYPICAL LOT 6' MINIMUM DEPTH 1" - Y WASHED ROCK 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE (RAY BALES END TO END Pack Loose Straw SPACING FOR ALL DITCH BLOCKS: DITCH GRADE SPACING (51) (FT) 2 100 4 75 6 8 50 40 10 25 10+ 25 1.) TNH ACROSS STREET FROM 20' 665 ARLO LANE, ELEV. - 914.76 2.) TNH CORNER OF HIGHLAND DRIVE & 20' ARLO LANE, ELEV. = 918.17 2.) 114H CORNER OF HIGHLAND TRAIL & 10' MARILYN DRIVE, ELEV. = 914.06 PROPOSED BUILDING SITE O Lenoth Varies "02" Wood Stake 2 per Bale point "B PLAN VIEW PLAN VIEW 2'X2" wood stake or reinforcing bars 2 per bale. Graded Earth 1 FLAW Bales to be placed 'n 4' deep trench point "A' \Bales placed on edge and butted tight NOTE Point "A" shall be higher than point "B ". RAI1 DFTAII DITCH BLOCKING BOTTOM OF UNSUITABLE MATEMML (10 BE VERIFIED BY PALS ENG.. PRIOR MY RACEWAY OF SELECT MATERIAL) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL -SEE STREET SECTION--- VARIES DIMMED GRAD DRAMS 50' PAD ELE5 10' it SPLIT ENTRY SECTION (SE) -4- SEE STREET SECTION _,"7171- 15 P. GEV. _P U 0W TIN. !ONG sr- FAR PAD FIEY. (LOWEST FLOOR CET.) SPLIT ENTRY WALKOUT SECTION (SEWO) 5E GRA.E acw.11w ASSxc AT ENTRY NOME INFEST FI.DOR aEVATM SHALL DE IS BELOW RUSHED GRADE ELEVATOR FM9FD GRADE ELEVATION FOR REM BASEMENT Nom s >r LONER THAN moue GRIM. D.E4DURCN SINNIN FRONT Or ROUSE BASEMENT FLOOR ELEVATOR ra [Ls ABIDE RE4R MIN. MORN MESSES. SHOWN NOM RN ALL =MOOED MUSE TPES, raRAa new atVAaMI a as ANNE FINNED IROURO EuvAllw 00,470 11x�dk9�C NOUSE eSnATITx1NN9 R AT f EON OF HOUSE RECOMMENDED HOUSE TYPES MAR 2 2004 LTA' Or= UUNO LAKES Boo '/ SILT FENCE INSTALLED AS 0:%14 ...1.09 PER DETAIL HAYBALE BARRIERS WITH SILT FENCE • 1/2"r GEOTENI1LE BACKING • A 11 3/4 slope " ep r ft A 12' 12' 1/2"r D -412 CURB & GUTTER •MUM 5' METAL OR 2 7x211000 FENCE POST 000108TILE TO OVERLAP THROUGH TRENCH. NOTE : -SILT FENCE SHALL CONFORM TO MNDOT 3888, TYPE B. - FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. SILT FENCE TWO 2" X 2" WOOD STAKES OR REINFORCING BARS IN EACH BALE AND IMBEDDED IN THE GROUND 10' MINIMUM STORM SEWER CATCHOASIN R/W LOT BENCHING DETAIL NOTE: ODE 02 BIG YARD IS PLACE - RAP AND OVER P IF E LS. ROES NO SCALE RIP RAP REWIRED 029_81 PPE .GL A2,- - z• o° 27• To 00 55-15 2e AIE39 e FETES FABRIC 1:12 WIRED 5D°Rn O-U lwRAn HAND 1 ROOT DEEP 11112 SIGNAL STONES SHALL PE. LESS THAN 50 POUNDS ®r THOSE USED FOR au(11C. FLARED END SECTION WITH RIP RAP 6 6/W 4' TOPSOIL 0412 CONC. CURB • GUTTER 1S" -2350 TYPE LV 4 BIT. WEARING COURSE TACK COAT 2" -2350 TYPE LV 2 OR 3 BIT. NON- WEARING COURSE 6" AGGREGATE BASE, CL 5 (PLACED ON APPROVED SUBGRADE) TYPICAL PRIVATE DRIVE SECTION • CC • W CC W 54 U co'P I x CID cr) en C m V E W Urn . M4 w o g �7a�aW DRAWN BY RWD DATE 1/12/2004 REVISIONS 119/22 /OF EV. IRS ale CAD FILE 21381D PROJECT NO. 21381 FILE NO. 2 -03 -039 SHEET 8 OF 8