01/12/2005 P&Z Packet - Laserfiche WebLink

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/ / / L 0 T 5 / \ SS 8 oo Irj„ \ F N r \\1 L 0 T / / 1/ / �i / / / / 1< // 2 / \\J / / // / / /% /// / / / / /� /% FLT / / // // / // // / / o /A� (1// / , / /O�. /yh / / / y / / // / / / / / / / / / / /' // // / / / /// / // / - g9$/ / / /// / / 6/ / / / // A /// / // / 74'1. Z / // / // / /0. / / / // / // /// / / GRAPHIC SCALE 40 20 40 BO (18 FEET ) 1 in0h = 40 ft / // �\ \ 1\ jI N 1 // `0 l ^1 .1.1 E T L A N / / / / / / / / / 7 7 SOIL EROSION /SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE:GENERAL CONTRACTOR TO COMPLETE TABLE NNTH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE })EC ROUGH GRADING /SEDIMENT CONTROL TEMPORARY CONTROL MEASURES STRIP W STOCKPILE TOPSOIL STORM FACILITIES JAN FES MAR APR MAY JUN JUL AUG SEP OCT NOV TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSNCTON SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING /SEED /FINAL STABIUZATION GENERAL EROSION NOTES: 1. CONSIRUOa. SHALL COMPLY WTI ALL APPLICABLE GOVERNING OWES AND BE CONSTRUCTED TO STUN: • E CONTRACTOR IS SPECIFIC., CAUTIONED THAT TIE LOCATIONS AND/OR OEVATONS O ESSEN° UTILITIES AS SHORN ON THEY PLANS ARE BASED ON OF THE VARIQUS UTILITY COMPANIES AND. WHERE POSSIBLE MEASUREMENTS TAKEN N THE FIELD. THE IJRSMATON IS NOT TO BE RELIED ON AS BENG EXACT RECORDS COMPLETE THE CONWAL'TOR MST CONTACT A11 ME APPROPRIATE UTLDN CO PANIES AT LEAST GE HOLES BEFORE ART EXCAVATION TO REQUEST EXACT RELOLOR TON OF URIT6 SHILL BE TIE RESPTM SBILTY CP THE CONTRACTOR TO REOLATE ALL THE Eg5a1G MUTES MNICH CONFLICT REIN TIE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CATION OF SAN/ UTUTES SHALL SE OBTNNED BYRE CONTRACTOR BY CAMAS MNNESOTA GOPHER STATE ONE CALL AT SOD- 252 -1186 ON SRI- 454 -0DM 3. THE @&RAC CONTRACTOR SHALL TAME ALL PRELATE.. NECESSARY TO MOO PROPERTY DAMAGE TO AAMCENT PROPERTIES DURING THE CONSTRUCTION PHASES W THIS PROEM TIC CONTRACTOR MIL BE Hfm SOLELY NESPON9B. FOR ANY DAMAGES OCCURRING TO RE ADJACENT PROPERTIES DURING THE CONSTRUCTION PIASFE Of THIS PROTECT. THE STORMWAIER PCULTON PREVONTON PLAN (SWPP) IS COMPRISED O INS ORATING (EROS. & YOWIXTATIO4 CONTROL PLAN - ESC PLAN), TIE STANDARD A DETAILS THE PLAN NARRITVE ATTACHMENTS NRDAm IN THE 91EW)RK SPE0FICAT.S SECTION 02370 (SW PP) PLUS THE PERMIT AND All 9 LISEWENI REPORTS AND RELATED DOCINENTS 5. THE DONTR.TOR SMALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING 1XE APPUCATON FOR THE MPCA GENERAL STORMWATER PERMIT MN CONSTRUCT. ACTMY. ALL CAI0110 FIS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENT. SHAD OBTAIN A COPY OF THE SEPIA AND THE STATE CP MINNESOTA NATIONAL POLLUTION DISCHARGE EWNADON SYSTEM GENERAL PERMIT (NPOES PERMIT) AND BECOME FALaAR WITH TIER CONTENTS. THE SWFP O ALL OTER ROMEO DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCT.. & CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BHP'S) As REQUIRED BY THE %PPP & PERMITS. THE CONTRACTOR SHALL OVERSEE TIE NSPECTRN & MAINTENANCE OF RE BHP, AND EROSION PREVENTION SRN ACCATIONN SNNP'S SHALL BE IMPLEMEW2D AS CICTATED BY CONOITCNSIxTMq THROUGHOUT ASED OF LIN CONSTRUCTION IS CONPREIFD k APPROVED BY ALL AUTHORITIES 7. BMWS AND N. CONTROLS AS LL CONFORM ID FEDERAL. IN AGENCY OR LOCAL L. S9RRESENTS OR MANUALS OF PRACTICE, AS APUCABLE. CONTRACTOR SHALL NPLEMENT B CONTRACTOR THIS PLAN SHALL BE CLEARLY 88801ED (ER WITH FLAGS STARES, SIGNS. FENCEEETC. GENERAL 1H D[VIIOPMD4T SITE BEFORE RCRK BUNS LINTS THE NAMUR B. GENERAL CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PAIRING AND STORAGE AREA WK. SHALL ALSO BE USED AS TE EQUIPMENT MANT.AN. AND AND CLEANING AREA MELO. PARKING AREA AND AREA FCC LOCATING PORTABLE FACILITIES OTGE TRAILER, ANT TOILET (ACCT. t O ALL WASH WATER (SNORE. TRUCKS. VEHICLE 8000180, DE 000180, ECLFPMENT CLEANING. ETC.) MUST BE UNITED 10 A DEED AREA OF THE SITE AND .HAUL BE CONTAINED AND PROERLY TREATED ON DISPOSED. NO BORE DEGREASING IS ALLOYED ON SITE 11. RIEFICENr OIL AND GREASE AIEORDNG MATE AILS AND FLOTATION BOATS SHALL BE MAINTAINED ON STE M RE., AVAILABLE TD CONTAIN AND CLEAN -UP FUEL OR CHEMICAL SPILLS AND LEANS 1T LAST ON THE SITE SHALL SE CONTROLLED. THE USE OF MOTOR OLS AND OTHER PETROLEUM BASED OR TONG LAUDS F. CURT SUPPRESSOR OPERATIONS IS PROHIBITED. 13. SOLED WASTE: COLLECTED SEGMENT. ASPHALT & CONCRETE MILLINGS. FLOATING DEBRIS. PAPER. PLASTIC. FABREC C.STRIDTNN At DE6101118 DEBRIS It OTHER • HIS MUST BE DISPOSED OF PROPERLY At MUST COMPLY MTH MPCA DISPOSAL REQUIREMENTS. HAZARDOUS MAMA.: OIL. 0.0UNE. PAINT k ANY HAZARDOUS SUBSTANCES MUSTS E, PROPERLY STOR INCLUDING SECONDARY 0]NTNNMENT, TO PREVENT 1l SPILLS, LEN. ON OT DISCHARGE RESTRICTED ACCESS TO STORAE AREAS MUST BE FRONDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BEN COMPLIANCE LATH MPCA REGULATORS. 15. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN. AND NINE SWPPP. SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BEN ACCORDANCE LATH MN/DM SPEC 2375 0100 LEES /ACRE (OR APPROVED EQUAL) AND IN ACCORDANCE LATH THE FOLLOWING CUMIN.: TIFF 00 ICE STEEPER THAN &1 7 OATS 10:1 30 3:1 14 A ) DAYS TT 1Hµ Tat HAAR TIME AN AREA CW RERAN OPEN WHEN THE AREA. S NOT ACTIVELY BEND WORKED 1s. DISTURBED PORTIONS OF THE SITE WERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THEY ARCS SHALL BE SEEDED IN ACCORDANCE NTH THE DIME TABLE DESCRIBED ABOVE REFER TO THE GRATING OR LAWY PE PLAN FOR VEGETATIVE COVER 17. CONTRACTORS OR SUBCONTRACTORS ILL BE RESPONSIBLE FOR RENON. SEDIMENT FROM CONVEYANCES & FROM TEMPROARY SFDN.TA010 BASINS THAT ARE TO BE OORRDDRNNMEWATS CHARGINGG OFF-R MANAGEMENT T URFACE WAITERS. THE CIENNM STADIUM PPERMANPREVENT NS MUST 9F SUFFICIENT T TBOO RETURN THE BASIN, TOSONN CAP., B ON-STE & OFF-STE SOL 5120015.E AND 0ORRCW AREAS SHY- BE PROTECTED FROV ERO90N AND SEDIMENTATION THROUGH HMPLEMENTAT. 6 BAPS STOCKPILE 1 AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PEWIT. N .2 DANCE WITH GENERA PEWIT REQUIREMENTS 19 TEMPORARY COIL STOCKPILES LAST HAVE SILT FENCE . OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE ACED Hx SURFACE WATERS, NO UOWG STOWAWATER CONVEYANCES SUCH AS CURB & GLITTER SYSTEMS OR CONDLATS & DITCHES. 20. SLOPES SHALL BE LEFT IN A RONNE. CCN.TON DURING THE G.ING PHASE TO REDUCE RUNOFF \EMOTES AND EROS.. II. DUET 0 GRADE CHANCES BALES, RING THE PREVENT SI 05 1� PROJECT. ME CONTRCTOR SHALL BE RESPONSIBLE FOR ADJUSRNO THE EROSION CONTROL MEA5RE5 SHALL BF STNS.. AT THE END OF EACH WORKNG OAT, 1145 INCLUDES BACNRWNG OF 1R.0E5 FOR UTILITY CONSTRUCTION AND PLACEMENT 22. ALL Of GRAVEL OR BINSNOUS PAN. FW ROAD CONSTRUCT.. MAINTENANCE: ALL MEASURES STATED ON THIS EROS. AND SEDIMENT CONTROL PLAN, D N THE STORM WATER POWITION PREVENTION LW 910y BE TNNEG N R FUNCTIONAL CONOTiONN .ENO LONGER REWIRED FOR A COPIETED PHASE NORM OR NINA STABILIZATION SITE THE OESIGNAWFD TEMPORARY C.7.7 NINA 24 HOURS PERSON AFTER AA R NFALL EVENT OREA. MAN 0.5 NOES NN 24EHOURS ALL EROSION AA9 SEDIMENTATION CONTROL. MEASURES SHAL L BEE CLEANED 4AAND SPARED IN CONSTRUCTION ON S. ONCE EERY SEVEN DAYS ACCORDANCE LATH THE FOLLONNG: 1. A�1ST STORM N MADE ...LE CURING CONSTRUCTION MUST BE PROTECTED SY APPROPRIATE DAM'S .R AL SCONCES WITH PoIENTIA F. DUS.ARGRIC 2 ALL SEEDED AREAS SHALL BE CHECKED REGUIARLY 10 SEE THAT A 2000 STAND IS MAINTAINED. AREAS SHOULD BE FERTL180, WATERED. AHD RESEEDED A5 NEEDED. 3. SILT FENCES SHALL SE REPAIRED. REPLACED ON SUPPLEMENTED TO MEN ORIGINAL CONDITIONS F DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE LT FENCES NEN IT REACHES ONE -TORT THE WELT OF THE SILT PICT ESE REPAIRS MUST SE MADE WMN 24 HOURS OF DISCOVERY OR AS SOON AS FT. CONDITIONS ALLOW ACCESS. 1. VEHICLE TRACKING OF SEGMENT FROM THE CONSTRUCT. STE MUST BE 11100280 BY BEES SUCH AS STONE PADS. CONCRETE OR STEEL WASH RACKS, CR EQUIVALENT SYSTEMS STREET .BEEPING MUST BE USED F 9ICH SPY ARE NOT AOFQUA. 10 PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. TRACKED SEDIMENT MUST SE REMOVED FROM AU. OFF -SIR PAVED SURFACES NTHN 24 HOURS OF DHSOMRY OR SCONE 5. THE TEMPORARY PARKING NO STORAGE AREA SHALL BE KEPT IN GOOD COMMON (SWAB. FOR PARKING AND STORAGE). 545 MAY REWIRE PERIWIG TOP DRESSING O RE TEMPORARY PARKING AS CONDITIONS DEMAND. S. OUTLET STRUCTURES IN THE TEMPORARY MO PERMANENT SEDIMENTATION BASINS SHALL SE MANTNNED IN OPERATIONAL CONDITIONS AT ALL TIES SEDIMENT • BE REMOVED FROM SEDIMENT BASINS OR TRAPS THEN THE 0E9. CAPACITY READIES ONE -HALF THE SNRAGE VOLUME ORNNAGE k REMOVAL MUST BE COMPLETED IAN 72 HOURS S DISCOVERY OR AS SOON . FIELD COMMONS ALLOW AWES SEQUENCE OF CONSTRUCTION / PHASE 1: 1. INSTALL STABILIZED CONSTRUCT. ENTRANCE 1 SPARE TEMPORARY PARKING NO STORAGE AEA CONSTRUCT THE LT FENCES ON THE SITE 4. CONSTRUCT THE SEDWENTAT. AND SEDIMENT TRAP BASKS. 6CLEAR D GRUB THE STE. . START CONSTRUCTOR O THE BUILDING PAD AND STRICTURES 7. BEGIN GRADING THE SITE. / PHASE TE 2: . TEMPORARILY UTY SEED DENUDED AREAS / 2 INSTALL UEURES ROUND UNDERGROUND. STORM SEWERS, CURB ANp GLITTERS 3. NSTALL RIP -MP PROTECT. U5'SUCTMR / ♦ TORN SEY£R SIHUCNRE6. ;;;:;45:; / ENT MN., SOD IMO PLANTIEDUIENT CONTROL ENCES DEVELOPER /OWNER NEVI BRIGHTON CONGREGATION OF 004MAM's WITNESSES ADDRESS SITE OPERATOR /GENERA CONTRACTOR SJPERINTENDENT ACREAGE SUMMARY M ACAS PAVEMENT AREA 0.83 AC BALDING AEA 0.127 AC SEEDED AREA 1.023 AC. TOTAL DISTURBED AREA 1.25 AC RAIN GARDEN NOTE: THERE SHALL SE NO INNING OF SANDY SOILS IN THE END WATER GARD.. THE TOP DRESSING SHALL BE A TOPS.. /SAND MIXTURE AT LEAST p DEED TIE REVEGETATION SHALL BE 006 -RWTED NATIVE VEGETATION IN ACCORDANCE LATH THOSE RECOMMENDED BY TE OTT r LNO LASS AND W CWPUARCE THE RICE .REEK WATERSHED MTN. THE CONTRACTOR SHALL TAKE WEA9HIIES Ci RENNET. TELL LialN1N WXINc MTH CONSTRUCTION (I.E. LT FENCE AND EXCAVATION TO FINAL GRADE AFTER STAR TM ., UPSIREML� (p i ct . THE PUNTS USED FON THE RAN GARDENS SHALL BE AS FOLIO.: V"T "1 1 I Li tA>s.. 1.,i - -- BUT1ERLr MwRWEm 2 L> -ETm (A =IZCI wnx1r) *' ) MARSH TIED CLIPIA IN A> PIKE KING YARRO (ARCHILUEA VISIMOJW 'FILE KNOT VZNC STAR TORRN MACULATION) 1 JOE PTE (,BERGAMOT (SONAR. R T 7. EE SAM. BERGAMOT (MONA(0A Fl MIRO 1 8 1 00RDYM- 0**21 A) 10. UTTL B*E1) FN (R11Z1CMYRHM ..; =.PARER) 11. 2. S EU HASTATA T£ SUNFlO ERR(HOP94 NEL)NIRK..) �n I HEREBY CERTIFY THAT THIS PLAN, SPECI- 00 OR UNDER MY DIRECT SUPERVISION AND A DULY LICENCED PROFESSIONAL 00 a ENGINEER UNDER THE LAWS OF THE STATE 8- /12/2004 PER CITY OF LINO LAKES 0T 00 oO ZZ J J O 0 Z 0 < z J d z 0 I- Olb LLI` zQ PROJECT NAME: 1 .� 41 /1 a W W (r) z /'/'\ L.J_ z p <4 O <4 0 z Sheet No, 6 OF 6