FIELD CONSTRUCTION JOY OF THE PEOPLE 890 CROMWELL AVENUE ST. PAUL, MN 55114

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1 00 02//20 City- 0/0/ City- 0// TITLE SHEET ST. PUL, MN VICINITY MP GENERL NOTES. LL CONSTRUCTION MUST COMPLY WITH PPLICBLE STTE ND LOCL ORDINNCES. 2. THE CONTRCTOR WILL BE RESPONSIBLE FOR ND SHLL PY FOR LL CONSTRUCTION STKING / LYOUT. 3. THE CONTRCTOR SHLL OBTIN ND PY FOR LL RELTED CONSTRUCTION PERMITS. SUBMIT COPY OF LL PERMITS TO THE CITY.. INSTLL CONTROL FENCING ND BRRICDING S NECESSRY TO PROTECT THE PUBLIC. DRWING INDEX T.0 TITLE SHEET EX. SITE SURVEY C. REMOVLS PLN / SOUTH SINT NTHONY RECRETION CENTER. INSPECT SITE ND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK ND NTURE OF MTERILS TO BE HNDLED.. REFER TO SPECIFICTIONS FOR DEWTERING REQUIREMENTS.. CHECK LL PLN ND DETIL DIMENSIONS ND VERIFY SME BEFORE FIELD LYOUT. 8. REFER TO THE STORM WTER POLLUTION PREVENTION PLN (SWPPP) NRRTIVE, PRT OF SECTION , FOR EROSION CONTROL REQUIREMENTS. SECTION SHLL BE RESPONSIBLE FOR FULL IMPLEMENTTION OF THE SWPPP. 9. MINTIN DJCENT PROPERTY ND PUBLIC STREETS CLEN FROM CONSTRUCTION CUSED DIRT ND DEBRIS ON DILY BSIS. PROTECT DRINGE SYSTEMS FROM SEDIMENTTION S RESULT OF CONSTRUCTION RELTED DIRT ND DEBRIS. 0. MINTIN DUST CONTROL DURING GRDING OPERTIONS.. LL EROSION CONTROL METHODS SHLL COMPLY WITH MPC ND LOCL REGULTIONS. 2. CONTRCTOR SHLL MINIMIZE DISTURBNCE TO SITE ND PROTECT EXISTING SITE FETURES (INCLUDING TURF ND VEGETTION) WHICH RE TO REMIN. 3. PROPOSED CONTOURS ND SPOT ELEVTIONS RE SHOWN TO FINISH GRDE UNLESS. PROPOSED ELEVTIONS SHOWN TYPICLLY S 02. OR 02 SHLL BE UNDERSTOOD TO MEN 202. OR 202. C.2 LYOUT, FINISHING ND LNDSCPING PLN C.3 GRDING ND DRINGE PLN SITE DETILS NOTES - CITY OF SINT PUL. INSPECTION CONTCT: THE DEVELOPER SHLL CONTCT THE RIGHT OF WY INSPECTOR DICK ROHLND T ONE WEEK PRIOR TO BEGINNING WORK TO DISCUSS TRFFIC CONTROL, PEDESTRIN SFETY ND COORDINTION OF LL WORK IN THE PUBLIC RIGHT OF WY. NOTE: IF ONE WEEK NOTICE IS NOT PROVIDED TO THE CITY, NY RESULTING DELYS SHLL BE THE SOLE RESPONSIBILITY OF THE CONTRCTOR. S PRT OF THE ROW PERMITTING PROCESS, TWO WEEKS BEFORE NY WORK BEGINS THT IMPCTS THE ROW IN NY WY THE DEVELOPER SHLL PROVIDE TO THE ROW INSPECTOR THE NME ND CONTCT INFORMTION OF THE CONSTRUCTION PROJECT MNGER OR CONSTRUCTION PROJECT SUPERINTENDENT. IF THIS INFORMTION IS NOT PROVIDED THERE MY BE DELY IN OBTINING PERMITS FOR THE WORK IN THE ROW. SID DELYS WILL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER. 2. SFE WORK SITE REQUIREMENTS: THE CONTRCTOR SHLL PROVIDE CONTINUOUS, CCESSIBLE ND SFE PEDESTRIN WLKWY THT MEETS D ND MN MUTCD STNDRDS IF WORKING IN SIDEWLK RE, ND TRFFIC CONTROL PER MN MUTCD REQUIREMENTS FOR WORK IN THE PUBLIC RIGHT OF WY.. SPOT ELEVTIONS SHOWN INDICTE TOP OF CURB OR TOP OF TURF GRDES, UNLESS NOTED OTHERWISE.. THE CONTRCTOR SHLL BE SOLELY RESPONSIBLE FOR DETERMINING QUNTITIES OF CUT, FILL ND WSTE MTERILS TO BE HNDLED, ND FOR MOUNT OF GRDING TO BE DONE IN ORDER TO COMPLETELY PERFORM LL WORK INDICTED ON THE DRWINGS. IMPORT SUITBLE MTERIL ND EXPORT UNSUITBLE / EXCESS / WSTE MTERIL S REQUIRED. LL COSTS SSOCITED WITH IMPORTING ND EXPORTING MTERILS SHLL BE INCIDENTL TO THE CONTRCT.. NO FINISHED SLOPES SHLL EXCEED ' HORIZONTL TO ' VERTICL (:), UNLESS 8. LL WHICH RE NOT DESIGNTED TO BE PVED OR RECEIVE TURF SHLL RECEIVE T LEST " OF TOPSOIL ND SHLL BE SEEDED. REFER TO SHEETS C.2 FOR SEED LOCTIONS. 9. FILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRCTOR FILS TO PROVIDE N CCEPTBLE TURF, THE CONTRCTOR SHLL RE-SEED LL PPLICBLE RES, T NO DDITIONL COST TO THE OWNER, TO THE STISFCTION OF THE ENGINEER. 20. LL STORM SEWER PIPE SHLL BE PVC PIPE (STM D303, SDR 3) INSTLLED IN CCORDNCE WITH STM D232, UNLESS 2. FLEXIBLE JOINTS T STORM SEWER PIPE CONNECTIONS TO STRUCTURES: a. IN CCORDNCE WITH MINNESOT PLUMBING CODE, PROVIDE FLEXIBLE JOINTS T LL PIPE CONNECTIONS TO LL STORM SEWER STRUCTURES. b. CCEPTBLE MNUFCTURERS / PRODUCTS: i. FERNCO, CONCRETE MNHOLE DPTORS OR LRGE-DIMETER WTERSTOPS ii. PRESS-SEL, WTERSTOP GROUTING RINGS iii. OR PPROVED EQUL. 22. NY MNHOLE, CTCH BSIN, STORM SEWER, DRINTILE OR OTHER POTENTIL SOURCE FOR CONTMINTION SHLL BE INSTLLED T LEST 0 FEET HORIZONTLLY FROM NY WTERMIN PER MINNESOT PLUMBING CODE. THIS ISOLTION DISTNCE SHLL BE MESURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTMINTION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILR). 23. LOCTE LL EXISTING UTILITIES, VERIFY LOCTION, SIZE ND INVERT ELEVTION OF LL EXISTING UTILITIES. VERIFY LOCTIONS, SIZES ND ELEVTIONS OF SME BEFORE BEGINNING CONSTRUCTION. 2. CONTRCTOR SHLL MINTIN DRINGE FROM EXISTING BUILDING T LL TIMES. PROVIDE TEMPORRY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CTCH BSINS, MNHOLES, PIPING, ETC.) S REQUIRED. EXISTING STORM SEWER SHLL NOT BE REMOVED UNTIL TEMPORRY OR PERMNENT STORM SEWER IS INSTLLED ND FUNCTIONL. COORDINTE LL REMOVLS WITH PPROPRITE TRDES (SITE UTILITY CONTRCTOR, MECHNICL CONTRCTOR, ETC.) S REQUIRED. 2. THE CONTRCTOR SHLL, T THE COMPLETION OF THE PROJECT, PROVIDE S-BUILT DRWINGS ILLUSTRTING LL UTILITY WORK INCLUDING STORM SEWER, DRIN TILE ND LL PPURTENNCES WHICH WERE INSTLLED OR ENCOUNTERED ON THE SITE. 3. RODWY RESTORTION: S PER THE CITY'S "STNDRD SPECIFICTION FOR STREET OPENINGS" POLICY, RESTORTION ON RODWY SURFCES LESS THN YERS OLD WILL REQUIRE FULL WIDTH MILL ND OVERLY OR DDITIONL DEGRDTION FEES. DEGRDTION FEES RE DETERMINED BY CONTCTING THE RIGHT OF WY SERVICE DESK T -2-. PVEMENT RESTORTION SHLL BE COMPLETED BY THE ST. PUL PUBLIC WORKS STREET MINTENNCE DIVISION. LL RELTED COSTS RE THE RESPONSIBILITY OF THE DEVELOPER/CONTRCTOR. CONTCT STREET MINTENNCE T FOR ESTIMTE OF COSTS FOR PVEMENT RESTORTION.. ORDERING OBSTRUCTION ND EXCVTION PERMITS: CONTCT PUBLIC WORKS RIGHT OF WY SERVICE DESK T -2-. IT IS STRONGLY RECOMMENDED THT CONTRCTORS CLL FOR COST ESTIMTES PRIOR TO BIDDING TO OBTIN CCURTE COST ESTIMTES.. OBSTRUCTION PERMITS: THE CONTRCTOR MUST OBTIN N OBSTRUCTION PERMIT IF CONSTRUCTION (INCLUDING SILT FENCES) WILL BLOCK CITY STREETS, SIDEWLKS OR LLEYS, OR IF DRIVING OVER CURBS.. EXCVTION PERMITS: LL DIGGING IN THE PUBLIC RIGHT OF WY REQUIRES N EXCVTION PERMIT. IF THE PROPOSED BUILDING IS CLOSE TO THE RIGHT OF WY, ND EXCVTING INTO THE RIGHT OF WY IS NEEDED TO FCILITTE CONSTRUCTION, CONTCT THE UTILITY INSPECTOR.. FILURE TO SECURE PERMITS: FILURE TO SECURE OBSTRUCTION PERMITS OR EXCVTION PERMITS WILL RESULT IN DOUBLE-PERMIT FEE ND OTHER FEES REQUIRED UNDER CITY OF ST. PUL LEGISLTIVE CODES. 8. CONTRCTOR IS RESPONSIBLE FOR DMGE TO THE MINLINE SIDEWLK, CURB, DRIVE CCESS ND BOULEVRD LNDSCPING CUSE DURING THE CONSTRUCTION. CONTRCTOR DVISED TO DOCUMENT PRE-EXISTING CONDITION OF THE RIGHT OF WY PRIOR TO COMMENCEMENT OF THE CONSTRUCTION. 9. SIDEWLK GRDES MUST BE CRRIED CROSS DRIVEWYS. 0. CONSTRUCTION IN RIGHT OF WY: LL WORK ON CURBS, DRIVEWYS, ND SIDEWLKS WITHIN THE PUBLIC RIGHT OF WY MUST BE DONE TO CITY STNDRDS ND SPECIFICTIONS BY CONTRCTOR LICENSED TO WORK IN THE CITY RIGHT-OF-WY UNDER PERMIT FROM PUBLIC WORKS SIDEWLK SECTION SIDEWLK GRDES MUST BE CRRIED CROSS DRIVEWYS.. RIGHT OF WY RESTORTION: RESTORTION OF SPHLT ND CONCRETE PVEMENTS RE PERFORMED BY THE PUBLIC WORKS STREET MINTENNCE DIVISION. THE CONTRCTOR IS RESPONSIBLE FOR PYMENT TO THE CITY FOR THE COST OF THESE RESTORTIONS. THE CONTRCTOR SHLL CONTCT PUBLIC WORKS STREET MINTENNCE TO SET UP WORK ORDER PRIOR TO BEGINNING NY REMOVLS IN THE STREET T PROCEDURES ND UNIT COSTS RE FOUND IN STREET MINTENNCE'S "GENERL REQUIREMENTS LL RESTORTIONS" ND RE VILBLE T THE PERMIT OFFICE. 2. SEWER CONNECTION PERMIT: LICENSE HOUSE DRIN CONTRCTOR TO OBTIN (SEWER CONNECTION PERMIT) TO CONSTRUCT NEW SNITRY ND STORM CONNECTION IN STREET FROM MIN TO THE PROPERTY. CLL ST PUL PW PERMIT DESK FOR INFORMTION ON OBTINING THIS PERMIT. 3. EXISTING STREET ND PRK TREES RE TO BE PROTECTED T LL TIMES. TREES DMGED OR REMOVED DURING CONSTRUCTION SHLL BE RESTORED OR REPLCED TO THE STISFCTION OF, ND T NO COST TO, THE CITY S DETERMINED BY THE FORESTRY MNGER.. BOULEVRD ND PRK TURF RESTORTION IS TO INCLUDE THE FOLLOWING: a. WHERE DRIVEWYS, SIDEWLKS OR OTHER SURFCE PVING RE REMOVED LL CONCRETE, SPHLT ND BSE MTERILS SHLL BE REMOVED. b. BOULEVRD SOILS RE TO BE PROTECTED DURING CONSTRUCTION. SOIL COMPCTION DUE TO CONSTRUCTION CTIVITIES SHLL BE MITIGTED ND SOILS LOOSENED PRIOR TO FINL GRDING. c. BOULEVRDS ND TURF SURFCES SHLL BE RESTORED WITH MINIMUM OF " OF TOPSOIL.. CONCRETE WSHOUTS SHLL NOT BE LOCTED WITHIN THE DRIP LINE OF TREE.. THE REMOVL, PRUNING, ND/OR PLNTING OF TREES ON THE PUBLIC BOULEVRD REQUIRES N PPROVED PERMIT FROM THE CITY FORESTER NY WORK MUST BE COMPLETED BY LICENSED TREE CONTRCTOR. ST. PUL, MN. CONSTRUCTION SUPPLIES, MTERILS, SPOILS, EQUIPMENT, ND VEHICLES SHLL NOT BE STORED OR OPERTED WITHIN THE DRIP LINE OF NY PUBLIC STREET OR PRK TREE WITHOUT PRIOR WRITTEN PPROVL FROM THE CITY FORESTER. IF THE BOULEVRD MUST BE USED FOR CONSTRUCTION CTIVITIES, SITE CCESS ROUTES, MTERIL STORGE OR OTHER RELTED CTIVITIES, PROTECTIVE MESURES PPROVED BY THE CITY FORESTER SHLL BE TKEN TO REDUCE SOIL COMPCTION ND PROTECT TREE(S) FROM DMGE. 8. STREET TREES SHLL BE PROTECTED BY ESTBLISHING TREE PROTECTION ZONE USING ' TLL FENCING INSTLLED T THE DRIP LINE OF THE TREE. TREE PROTECTION FENCING SHLL BE INSTLLED PRIOR TO THE STRT OF NY SITE WORK ND MINTINED FOR THE DURTION OF THE PROJECT. PROPOSED WORK WITHIN, OR CHNGES TO THE LOCTION OF TREE PROTECTION FENCING SHLL BE REVIEWED BY THE CITY FORESTER PRIOR TO LTERTION. 9. THE LOCTION OF TREE PROTECTION FENCES IS SHOWN ON THE PLNS. 20. CONTRCTOR SHLL CONTCT THE CITY FORESTER , PRIOR TO DEMOLITION OR OTHER LND DISTURBNCE SSOCITED WITH SITE CONSTRUCTION, TO VERIFY TREE PROTECTION MESURES. 2. SITE RESTORTION OF CONSTRUCTION LIMITS IS REQUIRED FOLLOWING CONSTRUCTION.

2 NOTES:. REFER TO SHEET T.0- TITLE SHEET, FOR GENERL NOTES. 2. MINIMIZE DISTURBNCE TO SITE ND PROTECT EXISTING VEGETTION ND SITE FETURES (CURBS, WLKS, PVEMENTS, OVERHED ND UNDERGROUND UTILITIES, SIGNGE, FENCING, RODWYS, ETC.) WHICH RE TO REMIN. P P P 08 02//20 City- 0/0/ City- 0// 3. REPIR OR REPLCE EXISTING PROPERTY ND SITE FETURES, INCLUDING GRSS ND VEGETTION, WHICH IS TO REMIN THT IS DMGED BY THE WORK, TO OWNER'S STISFCTION ND T NO DDITIONL COST TO THE OWNER.. VISIT THE SITE PRIOR TO BIDDING; BE FMILIR WITH CTUL CONDITIONS IN THE FIELD. EXTR COMPENSTION WILL NOT BE LLOWED FOR CONDITIONS WHICH COULD HVE BEEN DETERMINED OR NTICIPTED BY EXMINTION OF THE SITE, THE CONTRCT DRWINGS ND THE INFORMTION VILBLE PERTINING TO EXISTING SOILS, UTILITIES ND OTHER SITE CHRCTERISTICS. P P P. THE CONTRCTOR SHLL HIRE THE SERVICES OF UTILITY LOCTOR COMPNY TO LOCTE LL PRIVTELY OWNED UTILITIES THT MY BE DISTURBED BY CONSTRUCTION OPERTIONS.. TREE PROTECTION: PROVIDE '' HIGH ORNGE SNOW FENCE T DRIP LINE OF EXISTING TREES PRIOR TO NY CONSTRUCTION CTIVITIES ND MINTIN THROUGHOUT THE WORK. P P REMOVLS PLN GRVEL REMOVLS FENCING REMOVLS P R REMOVLS KEY NOTE KEY NOTE R REMOVE CONCRETE SLB, INCLUDING BENCHES WHERE PPLICBLE R2 REMOVE GRVEL P R3 REMOVE FENCING (INCLUDING FOOTINGS) R REMOVE PORTBLE DSHER BORDS (PLSTIC WLLS)- SLVGE FOR RE-USE P R REMOVE STORM SEWER P PROTECT CONCRETE PVEMENT PROTECT LIGHT POLE ND SSOCITED ELECTRICL PROTECT BITUMINOUS PVEMENT P X P PROTECT PLYGROUND INCLUDING SURFCE EQUIPMENT, WLLS, ND POSTS P P P P PROTECT FENCING (INCLUDING FOOTINGS ND GTES) PROTECT CONCRETE WLL PROTECT STORM SEWER P X P PROTECT STORM SEWER STRUCTURE P R PROTECT SNITRY SEWER P0 PROTECT SNITRY SEWER STRUCTURE P PROTECT WTERMIN X PROTECT HYDRNT PROTECT GTE VLVE PROTECT TREE - REFER TO NOTE BOVE X REFER TO SHEET C.3 - GRDING ND DRINGE PLN FOR TRETMENT P R2 P R SILVER MPLE TREES (2) HVE BEEN REMOVED (BY CITY) R R R R3 R P R ST. PUL, MN P 0 30

3 NOTES:. REFER TO SHEET T.0 - TITLE SHEET FOR GENERL NOTES. 2. LL PPLICBLE DIMENSIONS RE TO FCE OF CURB / TURF EDGE, UNLESS 3. CHECK LL PLN ND DETIL DIMENSIONS ND VERIFY SME BEFORE FIELD LYOUT //20 City- 0/0/ City- 0/09/. LNDSCPE RCHITECT MUST INSPECT ND PPROVE FINISH GRDING BEFORE CONTRCTOR PROCEEDS WITH SEEDING.. LL WHICH RE NOT DESIGNTED TO BE SYNTHETIC TURF SHLL RECEIVE T LEST " OF TOPSOIL ND SHLL BE SEEDED.. FILURE OF SEED DEVELOPMENT: IN THE EVENT THE CONTRCTOR FILS TO PROVIDE N CCEPTBLE TURF, THE CONTRCTOR SHLL RE-SEED LL PPLICBLE RES, T NO DDITIONL COST TO THE OWNER, TO THE STISFCTION OF THE ENGINEER. LYOUT, FINISHING ND LNDSCPING PLN REFERENCE KEY TO SITE DETILS DETIL I.D NUMBER (TOP) DETIL SHEET NUMBER (BOTTOM) PROPOSED SYNTHETIC TURF FIELD BSELINE FOR DIMENSIONS: CORNER OF BUILDING, PRLLEL/ PERPENDICULR TO EST FCING WLL CONCRETE WLK ' 20.00' 3.00' 0.00' 80.00' SYNTHETIC TURF FIELD (20' x 80') 2,00 S.F. 2 - EMERLD LUSTRE MPLE (2-/2" CL) 0 ST. PUL, MN. BEGIN TURF ESTBLISHMENT IMMEDITELY FTER SEEDING, REFER TO SPECIFICTION FOR PROCEDURE. 0 30

4 EROSION CONTROL NOTES. REFER TO SHEET T.0 - TITLE SHEET FOR GENERL NOTES. 2. MINTIN DJCENT PROPERTY ND PUBLIC STREETS CLEN FROM CONSTRUCTION CUSED DIRT ND DEBRIS ON DILY BSIS. PROTECT DRINGE SYSTEMS FROM SEDIMENTTION S RESULT OF CONSTRUCTION RELTED DIRT ND DEBRIS. 3. MINTIN DUST CONTROL DURING GRDING OPERTIONS.. LL EROSION CONTROL METHODS SHLL COMPLY WITH MPC ND OTHER LOCL REGULTIONS.. IF EROSION ND SEDIMENT CONTROL MESURES TKEN RE NOT DEQUTE ND RESULT IN DOWNSTREM SEDIMENT, THE CONTRCTOR SHLL BE RESPONSIBLE FOR CLENING OUT DOWNSTREM STORM SEWERS S NECESSRY, INCLUDING SSOCITED RESTORTION.. SEDIMENT CONTROL DEVICE T STORM SEWER INLETS. T THE INLETS TO LL STORM SEWER STRUCTURES, PROVIDE PRODUCT FROM THE FOLLOWING LIST. CCEPTBLE PRODUCTS:. WIMCO TOP SLB MODEL RD 2. B. INFRSFE SEDIMENT CONTROL BRRIER, DISTRIBUTED BY ROYL ENVIRONMENTL SYSTEMS, INC. SCB'S SHLL BE SIZED SPECIFICLLY FOR THE STRUCTURE ND CSTING SPECIFIED. SCB'S SHLL BE EQUIPPED WITH FRME ND PERFORTED SHROUD ND SHLL BE WRPPED ON THE OUTSIDE, COVERING THE PERFORTED WLL ONLY, WITH GEOTEXTILE SOCK. C. DNDY BG OR DNDY BG II DISTRIBUTED BY BROCK WHITE COMPNY, ST. PUL, MN () DNDY BG SHLL BE USED ONLY FOR CURB INLETS FTER PVEMENT (BINDER COURSE OR WER COURSE) IS INSTLLED OR T EXISTING PVED RES. D. INFRSFE DEBRIS COLLECTION DEVICE BY ROYL ENVIRONMENTL SYSTEMS, INC., DISTRIBUTED BY ESS BROTHERS, 930 COUNTY ROD 9, CORCORN, MN 3 DCD'S SHLL BE SIZED SPECIFICLLY FOR THE STRUCTURE ND CSTING SPECIFIED. PROVIDE FILTER BGS ND TIES FOR COMPLETE INSTLLTION. E. OR PPROVED EQUL. DEWTERING EXCERPT FROM THE SWPPP NRRTIVE The following is from the Storm Water Pollution Prevention Plan Narrative, Section of the Project Manual. In accordance with Section , the Contractor shall be responsible for full implementation of and maintenance required by the SWPPP Narrative until the Notice of Termination is approved by the MPC. Should differences arise between the SWPPP Narrative information described below and the information contained within the SWPPP Narrative, bound into the Project Manual, the SWPPP in the Project Manual shall govern. V. General Construction Sequence. Erosion Control Devices, noted herein, include:. Silt fence 2. Sediment Control Device at storm sewer inlets 3. Sediment log. Rock construction entrance. Rock check dams. Rip rap. Storm water treatment basins 8. Temporary sediment basins 9. Storm sewer systems 0. Temporary outlet pipes. Erosion control blanket 2. Temporary seeding 3. Final seeding / sodding. Temporary / permanent vegetation. Other features identified by the Minnesota Pollution Control gency, City or Engineer as a Best Management Practice (BMP) device. B. Contractor shall apply for NPDES Phase II Permit within 2 hours of award of Contract.. The Contractor shall post the permit in the job site trailer or other suitable temporary storage area. C. Review the SWPPP and its sequencing and requirements. The Contractor shall notify the Engineer if site conditions, construction sequencing, or other items are different or require modification from this written SWPPP. The Engineer will review the suggested modifications and amend the SWPPP accordingly. D. Following review of the SWPPP plans commence with the following construction sequence:. Install perimeter silt fence where indicated on the Drawings. Silt fence shall be as specified in Section Have silt fence and other erosion control devices inspected by local authorities, as required by the local authority. 3. Construct the rock construction entrance.. Strip and stockpile topsoil from the entire site. Provide temporary seed and mulch on stockpile as described herein.. Establish the concrete truck washout area and post with a sign.. Construct the permanent storm sewer system.. Construct Sediment Control Devices at proposed storm sewer inlets (hay bales around castings and silt fence under castings will not be acceptable). 8. Begin synthetic turf field construction. 9. Use a temporary irrigation system to keep seeded areas adequately watered. 0. Remove temporary outlet devices.. Provide final stabilization and cleanup of the site. E. Provide maintenance to erosion control devices and BMP s to comply with the requirements of the permit. F. Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage of construction vehicles or equipment, immediately after the short-term activity has been completed. ll sediment control practices shall be re-installed before the next precipitation event if the short term activity is not complete. G. Inspect erosion control devices and provide routine maintenance as follows:. Inspect erosion control a minimum of once per week and after each rain event measuring 0." or more. Record inspection on log posted in Contractor s construction trailer or other suitable temporary storage area. a. Records of each inspection and maintenance activity shall include: () Date and time of inspections (2) Name of person conducting inspection (3) Findings of inspections, including recommendations for corrective actions () Corrective actions taken (including dates, times, and party completing maintenance activities () Date and amount of all rainfall events greater than one quarter inch (0.2 inch) in 2 hours () Documentation of changes made to the SWPPP as required by the NPDES General Stormwater Permit for Construction ctivity (MN R0000) b. Inspections are not required where the ground is frozen. The required inspections and maintenance schedule must begin within 2 hours after runoff occurs at the site or 2 hours prior to resuming construction, whichever comes first. 2. Provide maintenance for all devices as follows: a. Silt fences, sediment logs, and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see if fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place. b. Silt fences, sediment logs and erosion control devices at storm sewer inlets, and other erosion control devices shall be cleaned when sediment reaches /3 the height of the erosion control device, within 2 hours. c. Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sediment shall be removed and replaced with fresh river rock. d. Repairs or replacements to all erosion control devices shall occur within 2 hours of discovery. e. Temporary diversion berms shall be inspected and any breaches promptly repaired. f. Tracked sediment from construction vehicles on to public streets and paved areas (including paved areas on the construction site) shall be removed within 2 hours of discovery. g. Removal of sediment and restabilization of Surface Waters shall be accomplished within days of discovery (note: surface waters include curb and gutter, pavements, storm sewer, swales, or other similar storm water conveyance devices). h. Inlet protection may be removed if a local unit of government directs the permitee to do so because of a specific safety concern. H. Provide dewatering of excavations as identified in Section I. Temporary Soil Stockpiles:. Temporary soil stockpiles shall not be placed in surface waters of the state, including surface conveyances such as curb and gutter, swales, or ditches. 2. Install silt fence at the base of the temporary soil stockpile (full perimeter). 3. Temporary soil stockpiles shall be seeded with temporary seed mix and hydromulch when stockpiles are left inactive for seven () days. Note, this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean aggregate stockpiles, clean rock, clean sand and similar clean aggregates). J. Stabilize denuded areas within the following number of days of last construction activity (temporary or permanent) in that area:. Within days, except: a. Temporary soil stockpiles shall be treated with appropriate erosion control measure, including silt fence and temporary seeding when stockpiles are left inactive for periods longer than days. Note, this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean aggregate stockpiles, clean rock, clean sand and similar clean aggregates). K. Provide maintenance of all seeded areas until fully established. L. Provide cleaning of storm sewer system at the completion of the project. Cleaning shall include removal of accumulated sediment from all surface waters as defined by the permit (for example, curb and gutter, pavements, swales, and storm sewer piping and structures). M. Remove silt fence and erosion control devices at storm sewer inlets following full establishment of site vegetation. Dispose materials properly off-site. N. pply for Notice of Termination (NOT) with MPC. NOT must be submitted within 30 days after:. Site has undergone Final Stabilization (at least 80% vegetative cover), and 2. Removal of all temporary erosion control measures (silt fence, etc.), and 3. Final cleanout and maintenance of all permanent storm water facilities, and. Completion of all maintenance activities and site cleanup //20 DR GRDING ND DRINGE PLN City- 0/0/ City- 0//. PREVENT SURFCE WTER ND SUBSURFCE (GROUND) WTER FROM FLOWING INTO EXCVTIONS ND FROM FLOODING THE SITE ND SURROUNDING RE. 2. DO NOT LLOW WTER TO CCUMULTE IN EXCVTIONS. REMOVE WTER TO PREVENT SOIL CHNGES DETRIMENTL TO STBILITY OF SUBGRDES ND FOUNDTIONS. PROVIDE ND MINTIN PUMPS, WELL POINTS, SUMPS, SUCTION ND DISCHRGE LINES, ND OTHER DEWTERING SYSTEM COMPONENTS NECESSRY TO CONVEY WTER WY FROM EXCVTIONS. 3. IF THE SOILS BECOME DISTURBED ND UNSTBLE, THEY SHLL BE REMOVED ND REPLCED WITH DRIER COMPCTED FILL. LTERNTIVELY, THE DISTURBED ND UNSTBLE SOILS MY BE SCRIFIED, DRIED ND RECOMPCTED BCK INTO PLCE UNDER FVORBLE WETHER CONDITIONS.. CONVEY WTER REMOVED FROM EXCVTIONS ND RIN WTER TO COLLECTING OR RUN-OFF RES. ESTBLISH ND MINTIN TEMPORRY DRINGE DITCHES ND OTHER DIVERSIONS OUTSIDE EXCVTION LIMITS FOR ECH STRUCTURE. DO NOT USE TRENCH EXCVTIONS S TEMPORRY DRINGE DITCHES.. DO NOT PLCE FILL OR COMPCT FILL IN STNDING WTER OR OVER SOFTENED SOILS. UTILITY NOTES. LL STORM SEWER PIPE SHLL BE PVC PIPE (STM D303, SDR 2) INSTLLED IN CCORDNCE WITH STM D232, UNLESS. FLEXIBLE JOINTS T STORM SEWER PIPE CONNECTIONS TO STRUCTURES: a. IN CCORDNCE WITH MINNESOT PLUMBING CODE, PROVIDE FLEXIBLE JOINTS T LL PIPE CONNECTIONS TO LL STORM SEWER STRUCTURES. b. CCEPTBLE MNUFCTURERS / PRODUCTS: i. FERNCO, CONCRETE MNHOLE DPTORS OR LRGE-DIMETER WTERSTOPS ii. PRESS-SEL, WTERSTOP GROUTING RINGS ij. OR PPROVED EQUL. 3. LOCTE LL EXISTING UTILITIES, VERIFY LOCTION, SIZE ND INVERT ELEVTION OF LL EXISTING UTILITIES. VERIFY LOCTIONS, SIZES ND ELEVTIONS OF SME BEFORE BEGINNING CONSTRUCTION.. NY MNHOLE, CTCH BSIN, STORM SEWER, SNITRY SEWER, DRINTILE OR OTHER POTENTIL SOURCE FOR CONTMINTION SHLL BE INSTLLED T LEST 0 FEET HORIZONTLLY FROM NY WTERMIN PER MN PLUMBING CODE. THIS ISOLTION DISTNCE SHLL BE MESURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTMINTION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILR).. BNDONING EXISTING SEWER SERVICES OR MKING NEW CONNECTIONS TO CITY SEWER MUST BE DONE TO CITY STNDRDS BY LICENSED HOUSE DRIN CONTRCTOR UNDER PERMIT FROM PUBLIC WORKS SEWER SECTION (-2-23).. THE CONTRCTOR SHLL, T THE COMPLETION OF THE PROJECT, PROVIDE S-BUILT DRWINGS ILLUSTRTING LL UTILITY WORK INCLUDING STORM SEWER, WTERMIN, DRIN TILE ND SNITRY SEWER ND LL PPURTENNCES WHICH WERE INSTLLED OR ENCOUNTERED ON THE SITE. CONSTRUCTION RECORD DRWINGS SHLL BE SUBMITTED TO: "x2" FLT TILE NC SIM PUBLIC WORKS SEWERS DIVISION 00 CITY HLL NNEX 2 WEST th STREET SINT PUL, MN 02 anca.sima@ci.stpaul.mn.us REFERENCE KEY TO SITE DETILS DETIL I.D NUMBER (TOP) DETIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVTION PROPOSED CONTOUR PROPOSED SPOT ELEVTION ME = MTCH EXISTING PROPOSED FLT TILE (FT) PROPOSED DRINTILE (DT) PROPOSED STORM SEWER PPROXIMTE SOIL BORING LOCTION PROPOSED MNHOLE (MH) PROPOSED CLENOUT (CO) 8 2 CO 3 INV. = WYE INV. = INV. = ' - 8" COLLECTOR 0.0% INV. = "x2" FLT TILE INV. = 98.2 "x2" FLT TILE 202 WYE INV. = "x2" FLT TILE 0. WYE 3 INV. = 98.3 INV. = 98.9 "x2" FLT TILE SYNTHETIC TURF FIELD (20' x 80') 2,00 S.F. "x2" FLT TILE 20 8' - " 0.00% INV. = "x2" FLT TILE CO 2 INV. = 98. WYE 2 INV. = 98.0 "x2" FLT TILE ' 0.9% INV. = CO INV. = 98.0 INV. = ' - 8" COLLECTOR 0.8% INV. = ' - " PVC (SDR 0.0% 29' - 2" PVC (SDR 0.0% MH 02 RIM = (" BURY DEPTH) INV. = 9.0 E INV. = NW / SW 8" ID R-2 MH 0 RIM = 200. INV. = 93./ 93. (EXISTING - FIELD VERIFY) INV. = 9. (SW ") CORE DRILL ND RECONSTRUCT STRUCTURE S REQUIRED. PROVIDE FLEXIBLE JOINT T CONNECTION. CB (EXISTING) RIM = 99.2 INV. = 9.0 (EXISTING - FIELD VERIFY) CORE DRILL ND RECONSTRUCT STRUCTURE S REQUIRED. PROVIDE FLEXIBLE JOINT T CONNECTION. ST. PUL, MN SEDIMENT CONTROL DEVICE T STORM SEWER INLET PROPOSED SILT FENCE PROPOSED ROCK CONSTRUCTION ENTRNCE 2 REFER TO NOTES (SHEET T.) SPECIFICLLY CITY OF SINT PUL REQUIREMENTS BENCHMRKS (FIELD VERIFY BEFORE USING).) Top of top nut of fire hydrant at the northeast quadrant of Territorial Road and Cromwell venue. PPROXIMTE EROSION CONTROL DEVICE QUNTITIES SILT FENCE = 0 L.F Elevation = feet 2.) Top of top nut of fire hydrant at the northwest quadrant of Territorial Road and Hunt Place. Elevation = 20. feet ROCK CONSTRUCTION ENTRNCE = 3 C.Y. SEDIMENT CONTROL DEVICE T STORM SEWER INLET = 3 Note: Elevations shown are based on City of St. Paul datum. dd 9.0 feet to convert to mean sea level datum.

5 NORML USE OPTIONL SUPPORT FENCE (WIRE MESH) POSTS: (IF USED WITHOUT SUPPORT FENCE) METL STKE OR WOOD POST NTURL SOIL 2" MIN. BURY DEPTH 30" MIN. DIRECTION OF RUNOFF FLOW SILT FENCE EXISTING PVEMENT TO REMIN WOOD 2" SQ. ' (MX) SPCING METL.0 lbs/lf (MIN.) "T" OR "U" ' (MX) SPCING ' MIN. LENGTH POST SILT FENCE FBRIC OVERLP FBRIC " ND 2' INTERVLS EXTEND WIRE MESH INTO TRENCH FBRIC NCHORGE TRENCH BCKFILL WITH TMPED NTURL SOIL " MIN. " MIN. NOTE: DEPENDING UPON CONFIGURTION, TTCH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STPLES 2" " MCDONLD M "" SERIES CST IRON METER PIT FRME ND COVER " NOTE: TTCH GREEN #2 SOLID COPPER TRCER WIRE WITH BROWN STRIPE TO PIPE T 3' 0.C. WITH PLSTIC ZIP-TIES (OR PPROVED EQUL). REFER TO PLN FITTING HUB WITH " THREDED PLUG. PPLY TEFLON THRED TPE, OR PPROVED EQUL, OVER THREDS. FINISH GRDE LEVE 2" OF EXCESS WIRE T SURFCE TRCER WIRE 2" FLT dvanedge OUTLET DPTER " x 2" FLT TILE TURF CRPET WITH IN-FILL BY OTHERS TRP ROCK (POROUS GGREGTE) GRNITE (POROUS GGREGTE) " x 2" FLT TILE " DRIN TILE x 8 WYE PLN SUBGRDE ELEVTION VRIES - REFER TO PLN ND DETILS METL SEWER CSTING - REFER TO PLN FOR TYPE MIN. 2 ND MX. DJUSTING RINGS. GROUT BETWEEN RINGS, CSTING, ND LONG OUTSIDE. STORM SEWER PIPE - SEE PLN FOR LOCTION, INVERT, ND SIZES PROVIDE FLEXIBLE JOINT - REFER TO SPECS 8" FLOW FLOW BSES SHLL BE 8" STNDRD PRECST WITH 2" LEN GROUT, OR POURED 8" SLB REINFORCED WITH " x " 0/0 MESH STORM SEWER MNHOLE COVER SHLL BE STMPED "STORM SEWER" "RIM ELEVTION" PRECST COVER - 8" THICK STEPS - INSTLL ON DOWNSTREM " O.C. RUBBER GSKET - TYP T LL JOINTS PRECST CONCRETE SECTION PROVIDE FLEXIBLE JOINT - REFER TO SPECS GROUT SHELF ND CHNNELS SITE DETILS 00 02//20 MLB DR City- 0/0/ City- 0// 0' MINIMUM CLENOUT SSEMBLY MIN SND SUBBSE 2" FLT dvanedge OUTLET DPTER " DRIN TILE 22 BEND x 8 WYE SOD FLUSH WITH TOP OF WLK SOD RECESSED " BELOW TOP OF WLK 2" TO 3" WSHED ROCK GRSS MIN. " TOPSOIL FIELD CURB 2" TURF CRPET WITH IN-FILL - BY OTHERS 2" DEPTH TRP ROCK (POROUS GGREGTE) " DEPTH 3 " GRNITE (POROUS GGREGTE) GEOTEXTILE FBRIC PREPRED SUBGRDE SECTION FLT DT TO COLLECTOR PIPE CONNECTION DOWNHILL SIDE " PROVIDE 2% CROSS SLOPE (TYP) REFER TO GRDING PLN FOR DIRECTION " (MIN) CONCRETE WLK " SND BSE UPHILL SIDE NOTE: PROVIDE WHERE CONSTRUCTION TRFFIC ENTERS OR EXITS THE CONSTRUCTION SITE DEPTH (VRIES) ROCK CONSTRUCTION ENTRNCE FINL SUBGRDE " MINIMUM THICKNESS 3" MIN. PE ROCK ROUND DRINTILE GEOTEXTILE FBRIC 30" MIN " x 2" FLT TILE - ELEVTION VRIES - REFER TO PLN " x 2" FLT TILE SND SUBBSE " DRIN TILE INV. = GEOTEXTILE FBRIC 3" MIN. PE ROCK ROUND DRINTILE SND INV. = GRSS 2"X" CONCRETE CURB - REFER TO PLN FOR LOCTION ND LIMITS " RDIUS (TYP) EXCEPT FOR RE BUTTING PVEMENT WHERE IT SHLL BE /2" RD. NILER BORD FSTENED TO CURB TURF CRPET WITH IN-FILL 2" TRP ROCK (POROUS GGREGTE) " GRNITE (POROUS GGREGTE) "x2" "FLT" DRIN TILE COMPCTED SUBGRDE CONCRETE WLK/SLB 2" MIN. CONTRCTOR IS RESPONSIBLE TO MINTIN TREES IN PLUMB POSITION THROUGHOUT THE MINTENNCE PERIOD. " MIN. O.D. + 2' (MX) TURF SECTION T PRCTICE FIELD 2" EXPOSE ROOT FLRE ND SET T GRDE /8 O.D. (" MIN.) NOTES: PIPE DI. TRENCH SIDEWLLS TO MEET O.S.H. REQUIREMENTS. HND TMPED SND PREPRED SUBGRDE ST. PUL, MN DRINGE FBRIC (MIRFI #80N) SND SUBBSE 2" CURB & SYNTHETIC TURF '-0" MIN '-0" MIN SHREDDED HRDWOOD MULCH (" MIN DEPTH) PLNTING SOIL (MIN. DIMENSION SHOWN) SOIL SUCER: USED PREPRED SOIL (" MIN.) REMOVE BURLP ND ROPES FROM TOP /3rd OF ROOT BLL, CUT WIRE BSKET DOWN TO SECOND HORIZONTL WIRE FROM THE BOTTOM, ND DISPOSE OF OFF-SITE. UPPER 3 FT. OF BCKFILL SHLL BE COMPCTED TO T LEST 00% STNDRD PROCTOR DRY DENSITY. BELOW THIS ELEVTION, BCKFILL SHLL BE COMPCTED TO T LEST 9% STNDRD PROCTOR DRY DENSITY. SEWER INSTLLTION SHLL BE IN CCORDNCE WITH STM D232. PIPE BEDDING - PVC 2. X BLL DI. MIN. DECIDUOUS TREE PREPRED SUBSOIL TO FORM PEDESTL TO PREVENT SETTLING.