08/27/2001 Council Packet - Laserfiche WebLink

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• 5:1 SLOPE UPLAND BUFFER 13,9.00 SF NEW WETLAND 25,150 \SF 10 a S } SILT FENCE ■ r'. 0A SILT FENCE S8 '41'26 "W 58` 7 \ r 916 ■ a EXISTING DRIVEWAY & 15" CMP TO I BE REMOVED • `i ]STING 140UST: OAP 3 r� 910 'CABLE BO0 Tit -ear- LEGEND POND 2 NML 907.7 FIR 908.0 10YR 908.9 100YR 909.9 ? POND 11 TEL 60 n • SILT FENCE EXISTING DRIVEWAY & 15" CMP TO BE REMOVED EXISTING CONTOURS EXISTING STORM SEWER EXISTING WETLANDS PROPOSED EROSION CONTROL FENCE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED CONTOUR PROPOSED STORM SEWER DRAINAGE ARROW DRAINAGE & UTILITY EASEMENT LIMIT 1,Y DRIVE S.VII0 �- TJ % -a C5 X (AAA) X 9,0.1 920 S89'41 `26" W - _._ ._ ROCK ENTRANCE DRIVE 25 50 EMERGENCY I OVERFLOW I ELEV. =910.0 SILT FENCE 1991.41- ._' Y TOP OF 0111 01001 - 809.47 X i; EX, MH, 906.771• /1V.397.23 SILT FENCE NORTH 100 200 0010115 mom PAD SAMOA MEA At 0199110 ooze (500 WO PAD GRAINS SET CENIORNE 912.0 WO-� 920.$ GARAGE FLOOR O.EVAOM (AS VON ON GRADING 0 I10 P ONO 0 RACT01 TO GRADE TO RDS DEVATO 0 I X• TOOL 1 PROPOSES WARM CURB INNS CANN LX' MINE SMPACIED 5111ICLRA0 9AO8L1 1.5 NUT ENTRY 01I0017 (SONO) 2d' 10001117 (LW 7.5 9410015(110) 001 arr. SNOW ON WONG RAN X' EMI. COIIRAC100 TO MAYNIE SOIL MAIN% AS REOLRED 90 SOLT 01GNER • TIE FRONT N010 WW1 009 FAO! UM1 TYPE 59519E 05 PUNS SL110 Is REAR as' 1.0 15 ND 29 OI RMB<ER (NON- NAL9891) UNITS. 11E FRONT Na0 OOMN AMU. EX101D FROI FRONT OF 99LONG PAD TO 20' TEEM REM 1017 OF MALI= PM 01 SLOPE AS REFIRED 91111E 5011.5 DONOR LOT ON 5082045 PADS 4014891 R PODMERR 10 010 -0E-SAC IC WETLAND IMPACTS: 3,700 SQ FT 13.100 SQ FT 16,800 SQ FT MITIGATION REQUIREMENT 16,800 SQ FT X 2 = 33,600 SQ FT PROPOSED MITIGATION UPLAND BUFFER - 13,900 SQ FT NEW WETLAND - 25.150 SQ FT TOTAL MITIGATION - 39,050 SQ FT ►900 PIOP000) F1NO[0 00115.8 KNEES DAM COMM Ma Root OMEN 11/11(01i (YA) NCONNENOD ECM REF L0010A1(10I NUT ERRS 959091 (SETA) 9RONT ROM (=PI AS NO1991 (5M GRAM ROCS WV, OMPT AS X019)) (902.5) TYPICAL LOT NO SCALE RANT O' RAY 00191 (GRADE 0O 0 S AMOM NOTES: PROPOSED 0X9101 09.100 BACIOXL WN NOME C �• •Qq �OISTARE MAIWAL (407 £X81116 GRADE TYPICAL BUILDING PAD GRADING DETAIL NO SCALE A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF T1.110 PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. B. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTUTES. 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTIUTES WHICH CONFLICT MTH THE PROPOSED IMPROVEMENTS 9100114 ON THE PLANS THE LOCATIONS OF SMALL UT1UTES SHALL BE OBTAINED BY THE CONTRACTOR BY CAWING GOPHER STATE ONE CALL (1 -800- 252- 1166). C. SILTATION ANO EROSION CONTROL THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBIUTY FOR CONTROWNG ALL SILTATION ANO EROSION OF 7510 PROJECT AREA. ALL EROSION CONTROL AND SILTATION CONTROL MEASURES `MIL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND THE CT( OF UNO LAKES' POJCY FOR EROSION AND SILTATION CONTROL THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL EROSON ANO SILTATION INCLUDING BUT NOT UNITED TO STAKED STRAW BALES, ROCK ENTRANCES AND /OR SILT FENCES. CONTROL SHALL COMMENCE OATH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBIUTY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION, DIRECT THE CONTRACTOR IN HIS/HER ME7HO00 AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR VALES SHALL BE REMOVED AFTER EACH RAIN AND EFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDIN0 AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABUSHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR THE MPCA GENERAL STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUANCE OATH AND MONITORING 1594E REQUIREMENT OF 1140 MPCA PERMIT. G. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. E. THE CONSTRUCTION REQUIREMENTS AND DEFINITIONS OF TYPES OF MATERIALS SHALL BE AS SPECIFIED IN MN /0011 "STANDARD SPECIRCATONS FOR CONSTRUCTION` 2000 E0IT0N5 ANO ALL SUPPLEMENTS. F. THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. IT I5 THE CONTRACTOR'S RESPONSBIUTY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER LOOSE, SOFT OR 07HERNSE UNSUITABLE MATERIAL BE REMOVED FROM THE STREET AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE NTH THE SOILS REPORT THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL TO 8E SPREAD TO A MINIMUM DEPTH OF 4 INCHES BY THE CONTRACTOR IN AREAS THAT ARE DISTURBED BY THE GRADING CONSTRUCTION. RECEIVED N01E I. ENE HEODHT STPMA1101 RETAETO 11E GAAGE RON AND THE 9ASNOIT FLOOR IS MPRODNA101Y XI FEEL UNLESS NOTED OINDIWSC 2 1TE DESIGNATED NOD CORI SHALL BE 04101£110 AWCSS NE W11RE RION of NE LOT (SIDE LOT UAE TO 90E LOT LINE). 1 SOL CORRECTION MI EAR! BUIDNO PAD 9151 AS A 400944 COMPLETED NE RAL NON Of NE LOT (60E LOT UE 10 510E LOT RE)• GN GARNER 101E 50L COREC11011 FGR AMR MONO PAD SNAIL BE =VLERD AWN BON SEES OF THE 106 M ALLOW HOME TO BE NNSTROCTED ALONG ENTRE FRONTAGE • A S0E RULING PADS MAY ff NEATER NAN 50 FEET N GUN (FROI ROM TO Mat) AS 01011 CN NE OAaNG PLAN. CONTRACTOR TO =Ma INNEN PRIOR 10 CRLYENmENT OF CONSRIICMN 10 REMER 04! 1100 5. F A NUT 950011 ANTIS TO RE CDIS9RXR9 CR A 10NO1T INT. 090 RIDER MAY MI R CONSIDER LOWING NE XOE MANN 05 FEET FROM OE M904 GRADE IF NE 001£1940 WANT SID an TALL ALOE 0E5971 0AE10E9 A USERS MT *1 UBJ 11 a0 FEET FOR FR 41 TO REM 851041IFI SEPARATE/1 MN ROAMER WITS. F 00880 RAN08001 NAILS ARE USED. TENT MN 910.0075 WINE PLWS 1 4:1 SAFE M9LE0. N LLU OF LI RIPE. C R4 51AMAR05 MAY UNIT 09'15 O' TOP5O. RESPREI9 ON PM. REIN MN ONO MO Sa15 sow. 0. RIMER 501,5 REPORT REC919101591104 TO COIPIO4 1:1 0,01 50X0. C. EMBANKMENT MATERIAL NOT PLACED IN THE STREET, STREET RICHT -OF -WAY OR BUILDING PAD AREAS SHALL BE COMPACTED IN ACCORDANCE '4111 THE REQUIREMENTS OF THE QUALITY COMPACTOR METHOD AS OUTLINED IN MN/DOT 2105.302. H. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REWIRED BY THE SOILS ENGINEER. EMBANKMENT MATERIAL PLACED IN THE STREETS SHALL BE COMPACTED IN ACCORDANCE MTH 11He SPECIFIED DENSITY METHOD AS OUTUNED IN TAN/DOT 2105.391; EMBANKMENT MATERIAL PLACED IN THE BUILDING PAD AREA SHALL BE COMPACTED 44 ACCORDANCE W1111 THE SOILS REPORT. I. ALL DISTURBED AREAS. EXCEPT ROADWAYS. SHALL 8E RESTORED WITH MINIMUM 4- TOPSOIL AND SEEDED AND MU101-100 WITHIN 7 DAYS OF COMPLETION OF SITE GRADING. SEEDING SHALL BE 149 /001 MIXTURE N0. 50A (OR APPROVED EO)AL). DORMANT SEEDING AREAS SHALL BE SEEDED, MULCHED AND DISC ANCHORED. STRAW MULCHING QUANTITY SHALL BE 2 TONS PER ACRE. WHERE SLOPES EXCEED 3:1, A POLYPROPYLENE NETTING OR W000 FIBER BLANKET SHALL BE PROVIDED AND STAKED OVER THE MULCHED AREA. FERTILIZER (15- 10 -10) SHALL BE APPLIED AT A RATE OF 400 POUNDS PER ACRE • J. TOLERANCES THE STREET SUBGRAOE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT *ERE MEASUREMENT IS MADE AREAS WHICH ARE TO RECE/VE TOPSOIL SHALL BE GRADED TO 4THIN 0.30 FOOT ABOVE OR BELOW THE REDUIREO ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF . THE SPECIFIED THICKNESS K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMOING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS. DIRECTIONAL 9CRS, FLAGMEN ARO UGHT5 TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA HIGHWAY DEPARTMENT STANDARDS. L ALL SOIL TESTING SHALL BE COMPLETED BY A 508.5 ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL RE0U1RE0 SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER M. WHEN 114E SITE GRADING CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL SEED AND MULCH MITIGATION AREA5 ABOVE THE NWL AS DIRECTED 8Y THE OWNER. THE SEEDING SHALL COMPLY NTH' 1.114/00T MIXTURE N0. 25A NTH SE FORM MIX AND APPLIED AT A RATE Of 50 POUNDS PER ACRE THE SEEDED AREA SHALL BE MULCHED. THE CONTRACTOR SHALL SEED ANO MULCH THE M)GATION AREAS BELOW THE NM. BUT ABOVE THE E7a5TIN0 WATER LEVEL AS DIRECTED BY 111E OTHER. THE SEEDING SHALL COMPLY KITH MN/DOT SPECIFICATION NO 3876 NTH THE USE OF THE MN/DOT MIXTURE NO. 25A NTH NET FORS MI0 AND APPLIED AT A RATE OF 50 POUNDS PER ACRE 114E SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL COMPLY NTH MN /DOT SPECIFICATION 3882, TYPE 1. THE MULCH SHALL BE APPUED AND ANCHORED IN ACCORDANCE WITH MN /0011 SPECIFICATION NO. 2575.3, F1. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE THE MULCH SHALL BE ANCHORED MTH A DISK, CLODBUSTER OR OTHER APPROVED EQUIPMENT. Revisions No. Dote By Remarks I hereby certify that this plan was prepared by me or under my direct supervision and that 1 am a duly Registered Professional Engineer under the laws of the State of Minnesota. Name Dote Registration Number Jeff Elliott 6/11/01 19174 Scale SHOWN Designed RJE Drawn JHB Date 6/11/01 Checked Approved Engineering • Planning • Surveying 15050 Ord Avenue North • Plymouth, Minnesota • 55447 phone 763/476 -6010 • lax 763/476 -8532 f- Moil.• mlraNYmfracom Client Land Holding Group White Bear Lake, MN Project AUG 0 2, ? trUlheet Title 12th Avenu4 n ; F ; 'NOj iiminary Holly Drive Goading Plan Lino Lakes, MN Sheet 3/7 Revision MFRA FILE NO : 13306