Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/2/20230 a SiWC!tO--R INGFIELD EGON CITY OF SPRINGFIELD, OREGON JASPER TRUNK SEWER - PHASE 3 PROJECT NUMBER P21065 DECEMBER 2022 VICINITY MAP NOTE: SEE SHEET G-2 FOR INDEX OF DRAWINGS AND KEY MAP. 90% - SUBMITTAL LOCATION MAP scA E, r=l,ma INDEX OF DRAWINGS GENERAL D-1 1 G-1 COVER SHEET, VICINTY MAP AND LOCATION MAP 2 G-2 INDEX OF DRAWINGS AND DRAWING KEY MAP 3 G-3 SYMBOLS, LEGEND AND ABBREVIATIONS 4 G-4 GENERAL NOTES 5 G-5 EROSION CONTROL NOTES 6 G-6 EROSION CONTROL DETAILS -1 ] G-] EROSION CONTROL DETAILS -2 QVIL - JASPER TRUNK SEWER 8 C-1 PIAN AND PROFILE STA 91+00 TO STA 92+40 9 C-2 PIAN AND PROFILE STA 92+40 TO STA 96+80 10 C-3 PIAN AND PROFILE STA %+M TO STA 101+20 11 C-4 PIAN AND PROFILE STA 101+20 TO STA 105+60 12 C-5 PIAN AND PROFILE STA 105060 TO STA 110+00 13 C-6 PIAN AND PROFILE STA 110+06 TO STA 114+40 14 C-] PIAN AND PROFILE STA 114140 TO STA 118+80 15 C-8 PIAN AND PROFILE STA 118+60 TO SIA 123+20 16 C-9 PIAN AND PROFILE STA 123+20 TO SIA 127+60 17 C-10 PIAN AND PROFILE STA 127060 TO STA 132+20 18 C-11 PIAN AND PROFILE STA 132+20 TO STA 136+80 19 C-12 PIAN AND PROFILE STA 136+80 TO STA 140+80 20 C-13 PIAN AND PROFILE STA 140+80 TO END ALIGNMENT DEFAILS 21 D-1 FIISCELIANEONS DETAILS -1 22 D-2 FIISCELIANEONS DETAILS -2 23 D-3 FIISCEI-ANEONS DETAILS -3 24 D-4 FIISCEI-ANEOUS DETAILS -4 25 D-5 FIISCEI-ANEONS DETAILS -5 SURVEY CONTROL BASIS OF BEARING: BASIS: OREGON STATE BANE COORDINATES METHOD: O.RG .N. (OREGON REAL-TIME GNSS NETWORK) ZONE: OREGON SOUTH ZONE 3602 DATUM: NAD 83 (2011) UNITS: INTERNATIONAL FEET. VERTICAL DATUM: THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88 SITE BENCHMARK: PBS CP425 EIEVATION=527.22' N: 866313 40' E: 4283832.2]' THE VERTICAL BENCHMARK IS A BRASS DISC LOCATED ABOUT 85 FEET NE OF THE CENTERLINE OF JASPER RD AND ABOUT 230 FEET NNW OF THE NW EDGE OF PAVEMENT OF BOB STRAUB PARKWAY AT THE RAILROAD CROSSING. THIS BENCHMARK IS A USGS BENCHMARK (DESIGNATION: 523, HD: QW307, NAVE) 88 ORTHO HEIGHT: 52].22') SURVEY CONTROL AND DRAWING KEY MAP 4 �E � =. x...ner5 below. Call before you dig. 90%-S SURVEY CONTROL POINTS PT NO. NORTHING FASTING ELEVATION DESCRIPTION 18 14870680.46 E4281366.02 518.06 CP MAG 19 14870208.15 E428150.75 514.98 CP MAG 25 14866313.40 E4283832.27 527.22 CP BR DISC USGS 31 14869853.23 E4281810.49 514.58 CP MAG 32 148691]1.2] E4282151.00 515.86 CP 1/2 IRR 33 14868594.56 E4282419.84 519.75 CP 1/2 IRR 34 14868031.23 E4282735.89 523.83 CP MAG 35 14%7930.85 E9283163.82524.95 CP1/2[0.0. 36 14866810.33 E428353].81 52] .03 CP MAG 38 14866168.46 E4284020.34 530.44 CP MAG SURVEY CONTROL AND DRAWING KEY MAP 4 �E � =. x...ner5 below. Call before you dig. 90%-S m TOPOGRAPHIC LEGEND ABBREVIATIONS AASHM AMERICAN ASSOCIATION OF FAB FABRICATE RCP REI NFORCED CONCRETE PIPE EXISTING PROPOSED EXISTING PROPOSED STATE HIGHWAY& ED FLOOR DRAIN RD ROAD TRANSPORTATION OFFICIALS PH FIRE HYDRANT MCA REDUCER AC ASPEALTICCONCRETE FIN GR FINISHED GRADE MINE REINFORCE(D)QNG)(MENT) WATERLINE ----16-W---- MANHOLE O O MAN ABANDONED) EL FLOW [INE REQMTS REQUIREMENTS ADDR ADDRESS PLG FIANGE(D) REBER RESTRAIN(M) ELECIRIQtt -----E----- CLEAN-OUT O ADWF AVERAGE DRY WEATHER FLOW FM FORCE MAIN REQ'D REQUIRED GAS ----4'G---- TRENCH DAM ® Al- ALUMINUM FT FOOT RR RAILROAD ANSI AMERICAN NATIONAL FTG FITTING R/W RIGHT OF WAY TELEPHONE/TELEMETRY -----T----- END CAP] ] STANDARDS INSTTUTE APPROX APPROXIMATELY G GAS SCHED SCHEDULE CABLE TELEVISION ----CAN---- CATCH BASIN/FIELD INLET p MEND APPROVED GALV GALVANIZED SO STORM DRAIN ARV AIR RELEASE VALVE GR GRADE SE SOUTHEAST SANITARY SE`NE0. LINE ----S'SS---- —24 SS— THRUST BLOCK ASSY ASSEMBLY GRVL GRAVEL SHT(S) SHEETS) AW WA AMERICAN WATER WORKS GV GATE VALVE SIM SIMILAR CONCRETE CAP 0 VALVE ® ASSOCIATION SLR SLOPE HMAC HOT MIXED ASPHALT SPECS SPECIFICATIONS CASING ® AIR INJECTION ASSEMBLY -a BH BOREHOLE CONCRETE SPL SPOOL BLEG BUILDING HORIZ HORIZONTAL SQ SQUARE TRENCH DAM 0 BIW -OFF ASSEMBLY BMBENCH MARK MG HIGH PRESSUREGAS SQ FT SQUARE FOOT BN BOUNDARY HWY HIGHWAY SS SAMERRY SEWER ISOLATION STRUCTURE AI0. RELEASE ASSEMBLY -O� W BLOWOFF SSCO SANITARY SEWER CLEANOUT BPA BONNEVILLE POWER ID INSIDE DIAMETER SSMH SANITARY SEWER MANHOLE SANITARY SE`NE0. FORCE MAIN ----6'FM---- FIRE HYDRANT ASSEMBLY A ADMINISTRATION IS INVERT ELEVATION SST STAINLESS STEEL BR BRASS INSTL INSTALL ST STREET STORM DRAIN ----WED---- WATER METER ® UK BOTTOM IRR IRON ROD STA STATION STL STEEL CULVERT } ( >—M -CMP UTILITY WLEO C/L CENTER LINE ]BOX ]UNCTION BOX STD STANDARD CB CATCH BASIN SI JOINT BOARD ABANDON P[PE fffffff-Hffff- GUY WERE F CCF CONCRETE CULVERT PIPE 5W SOOUTNHGWESDUTILIN CDF CONTROLLED DENSITY FILL LCOG LANE COUNCIL OF S/W SIDEWALK ORDINARY MGH WATER ELECTRICAL JUNCTION BOX p CI CASTIRON GOVERNMENTS OG CURB/GUITER LF LINEAR FEET TELT TELEPHONE DRAINAGE DITCH LIGHT POST E CL CLASS LP LOW PRESSURE TB THRUST BLOCK BARBED WIRE FENCE MAIL BOX a CLR CLEAR ICE TEMPORARY CONSTRUCTION EASEMENT CMP CORRUGATED METAL PIPE RATES) MATERIALS) TCP TRAFFIC CONTROL PLAN WOVEN WIRE FENCES SIGN T CO CLEANOUT MAX MAXIMUM TEMP TEMPORARY COW/CEN CONCRETE MFR(5J MANUFACTURER(5) THK THICK CHAIN LINK FENCE BOREHOLE QBH-10 CONST CONSTRUCTION MH(S) MAMOIE(S) THRU THROUGH CONT CONTINUED MIN MINIMUM TL TAX LOT GATE BENCH MARK CONTROL POINT COORD COORDINATE M) MECHANICALKIINT TV TELEVISION COP COWER WE TYPICAL GUARDRAIL ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ IRON ROD O COS CITY OF SPRINGFIELD NAND NORTH AMERICAN VERTICAL CP CONTROL MINT DATUM UGB URBAN GROWTH BOU NDARY CENTERLINE TREE DECIDUOUS CHUG COUPLING NE NORTHEAST USGS UMTEDSTATES GEOLOGICALSURVEY CRCRUSHED ROCK NTE NOTICE TO PROCEED RAILROAD TREE CONIFEROUS CUL, CULVERT NTS NOT TO SCALE VERT VERTICAL(LY) '` CV CU BIC YARD NW NORTHWEST QTY UNITS ---------- TREE DECIDUOUS TO BE REMOVED X CV CHECK VALVE WN NORTHWEST NATURAL W WATER wl WITH URBAN GROWTH BOUNDARY - - - - TREE CONIFEROUS TO BE REMOVED D DRAIN OC ON CENTER W/IN WITHIN DEQ DEPARTMENTOF OD OUTSIDE DIAMETER W/O WITHOUT EASEMENT ------- TELECOMMUNICATIONS PEDESTAL ® ENJIRONMENTALQUALEY ODOT OREGON DEPARTMENT OF WM WATER METER COMMUNICATIONS VAULT © DET DETAIL TRANSPORTATION TEMP CONSTRUCTION EASEMENT ------ EX DUCTILE IRON OHW ORDINARY HIGH WATER UTILITY VAULT 0 IXA DIAMETER OHWM ORDINARY HIGH WATER MARK PROPERTY LINE __________ OR DRIVE OVHD OVERHEAD LINE DWG DRAWING RIGHT-OF-WAY -- ---- DWY DRIVEWAY P POWER PE PLAIN END WETLAND BOUNDARY EA EACH PERM PERMANENT " EVELEV ELEVATION P/L PROPERTY LINE EWE OF PAVEMENT/AC w ELK/E ELECTRICAL POLY POLYETHYLENE EWE OF GRAVEL ^[-)'. +-.+-'+ KID EWE OF PAVEMENT PRESS PRESSURE - - - - - - ... SPUD EMERALD PEOPLE'S UTILITY PROP PROPOSED CURB DISTRICT PS PUMP STATION EQ EQUAL W PWG VALVE SIDEWALK Sm EQUIP EQUIPMENT WC POLYVINYLCHLORIDE ESMT EASEMENT WMT PAVEMENT STRUCTURE OR FACILITY ® EXIST EKISTING K EXISTING GRADE CONTOUR MINOR ---------- ---------- CONTOUR MAIM —300 —Mq� SECTION AND DETAIL DESIGNATIONS SECTION DESIGNATIONS DETAIL DESIGNATIONS SECTION LETTER L DESIGNATION iZ DETAIL - SAE: SHEET WHERE DETAIL SHEET FROM IS SHOWN ` WHICH DETAIL IS CALLED OUT ` SECTION LETTER SECTION DESIGNATION IF PUNSECTIONN DUANE LL-OUTDRAWIAND NANND _ DEOTE THE MMR E DRAWING, SCALE: NUMBER IS REPLACED WITH A MME. SHEET FROM WMCH SECTION WAS TAKEN ` 90% = SUBMITTAL GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL, AT A MINIMUM, MEET DIVISION 100, GENERAL REQUIREMENTS, OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE CRY OF SPRINGFIELD, OREGON, INCLUDING ALL REVISIONS AT DATE OF BID OPENING, AND PARTS 00200 THROUGH 03000 OF THE 2021 OREGON STANDARD SPEEIFICATIONS FOR CONSTRUCTION, IN ADDITION TO THESE PIANS. 2. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952 001-0010 THROUGH OAR 952 001-0100, THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (800) 332-2344. 3. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SFO WN ON PIANS ARE APPROXIMATE. ALL UTILITIES MAY NOT APPEAR ON PIANS. R IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTI LFTY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING OR "POTHOLING'. THE UTILITY 'ONE -CALL" NUMBER IS (800) 332-2344 OR 811, ARE BASED ON INFORMATION SU WE ED BY THE APPROXIMATE ONLY. WORK FOR THIS S. NOTIFY UTILITIES PRIOR TO WORK IMPACTING UTILITY POLES. COORDINATE PROTECTION, RELOCATION, OR REPLACEMENT OF UTILITY POLES AND OR GUY WITH UTILITIES. NO SEPARATE PAYMENT WILL BE MADE FOR PROTECTION, RELOCATION OR REPLACEMENT OF UTILITY POLES AND OR GUY WIRES. 6. NOT USED. 8, THE CONTRACTOR SHALL PROVIDE ALLTRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROLSIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS NAGGING SHALL BE PERFORMED AS SHOWN IN THE THE "OREGON TEMPORARY TRAFFIC CONTROL HANDBOOK", 2011 OR CURRENT EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS HELD CONDITIONS WARRANT. THE CONTRACTOR SHALLSUBMIT A TRAFFIC CONTROL FLAN AT THE OR PRIOR TO THE PRE -CONSTRUCTION CONFERENCE FOR CITY AND COUNTY REVIEW AND APPROVAL. 9. ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACULTIES (PIPE, CATCH BASINS, MANHOLES, ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND THE CRY'S PUBLIC WORKS MAINTENANCE DEPARTMENT PRIOR TO HOOK UP. CONTACT MIKE RISLEY (541-726-3615) OR DENNY WRIGHT (541-736-1010) NO LESS THAN 48 HOURS PRIOR TO DESIRED INSPECTION TIME. 10. WHERE CONNECTING TO AN EXISTING PIPE THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY ENACT LOCATION AND ELEVATION, CONDITION, AND POSITIVE FLOW BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM. 11. THE SEWER GRADE SHALL BE PER THE PIANS, SPECIRCNIMNS AND WIN THE MINIMUM COVER AS SHOWN ON THE PIANS 12. ALL %/C SEWER PIPE 15 -INCH DIAMETER AND SMALLER SHALL BE AAM D3034, SDR26. ALL PAI SEWER PIPE 18 -INCH DIAMETER AND LARGER SHALL BE ASTM F6]9, FS 115. 13, OONTRACTOR TO SCHEDULE A PRE -PAVING MEETING 24 HOURS PRIOR TO PAVING. CONTACT DENNY WRIGHT (541-736-1010) AND BRAD LEMHOUSE (541-682-6928). 15. COMPACTION REQUIREMENTS, REFER TO OREGON STANDARD SPECIFICATIONS MR CONSTRUCTION LAYER RATE TEST SUBGRADE 95% T99 CRUSHED ROCK 95% 1% ASPHALT(IOCAL) 91% MAMD ASPHALT(COLLECTOR/ARTERIAL) 91% MAMD 16. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI), REFER TO OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION: CONCRETE USE FIELD LABORATORY SIDEWALK/ADA RAMPS 3000 3450 CURBS/GUTTERS 3500 4025 DRIVEWAYS 3500 4025 PAVEMENT 4000 4600 ll. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE SEWER AFTER ALL BACKFILLAND BEFORE THE FINAL LIR OF ASPHALT PAVING. THE CONTRACTOR SHALLSU WLY THE CITY WITH A WRITTEN TV REPORT AND VIDEO DVD MR CITY APPROVALAT LEAST 2 WORKING DAYS BEFORE PAVING. 18. THIS PROJECT SHALLCOMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORATION OF DESIGN CRITERIA MR HANDICAP RAMPS, MAXIMUM PROFILE AND CROSS SECTION SLOPES MR SIDEWALKS, UPGRADING EXISTING HANDICAP FACILIIIES WHERE MAJOR CONSTRUCTION OCCURS. 19, ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS FROM OTHER CITY DEPARTMENTS PRIOR TO DOING PRIVATE WORK 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION. ALL UTILITIES, CONTRACTORS AND CITY REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRIOR TO THE PRE CONSTRUCTION CONFERENCE. 21. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. 22. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY IN WRITING PRIOR TO IMPLEMENTATION. 23. CONTRACTOR SHALL BE AWARE OF CITY STANDARDS IF PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER ESTE. WET WEATHER PROVISIONS INCW DING ADDITIONAL ROCK SUBSTRUCTURE AND GEOTEXTRE FABRIC SHALL BE USED OUTSIDE OF THE MAY EST TO OCTOBER ISIN TIMEFRAME. REFER TO STANDARD SPECIFICATION SECTION M744 AND THE TYPICAL CROSS SECTIONS FOR DETAILS. 24. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS ]5].541 TO 757.571. CONTRACTOR SMALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS MY HOURS, BUT NOT MORE THAN 10 BUS NESS DAYS, PRIOR TO ENCAVATI NG, BORUNG, OR POTHOLING. 25, CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE CAUSED BY CONSTRUCTION OF NEW SEWER FACILITIES. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UTILITY RELOCWT ON COORDINATION OR DELAYS CAUSED BY UTILITY CONFLICTS. ALL COSTS RELATED TO UTILITY COORDINATION AND RELOCATION, INCLUDING ADDITIONAL POTHOLING, ARE TO BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICES OF THE BID. 26, UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. CONTRACTOR SHALL RUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE REQUIRED BY THE ENGINEER. 27. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON STE. CONTRACTOR TO CREATE ACCURATE 'AS -BUILT' MARK-UP RECORD DRAWINGS. "AS -BUILT' PLANS TO BE RETURNED TO ENGINEER AT COMPLETION OF PROJECT. 28. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTORS EXPENSE, WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR. 29. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPIACED MATERIALAND EQUIPMENT IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS, EXCEPT THOSE ITEMS DESIGNATED BY THE OWNER FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED. 30. ALL EXISTING FEATURES INCLUDING STRUCTURES, LOTS, SWALES, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, PIPING, AND UTILITIES DISTURBED DURING CONSTRUCTION ARE TO BE RESTORED TO EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. 31. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALLTIMES. PROWDE WRITTEN NOTICE M ALL PROPERTY OWNERS AT LEAST T WO BUSINESS DAYS IN ADVANCE OF WORK IN AND/OR CROSSING OF DRIVEWAYS. 32. AT THE END OF EACH WORKDAY ALL OPEN TRENCHES SHALL BE BACKFILLED AND ALL TRENCHES WITHIN STREETS SHALL BE TEMPORARILY PAVED OR COVERED TO THE SATISFACTION OF THE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TEMPORARY PAVEMENT UNTIL PERMANENT PAVEMENT IS PLACED. 33, PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL HAG TREES PROPOSED FOR REMOVAL AS MAY BE REQUIRED TO FACILITATE THE CONTRACTORS OPERATIONS. CONTRACTOR SHALL OBTAIN ALL NECESSARY TREE REMOVAL PERMITS FROM THE CITY OF SPRINGFIELD, SEE SPCi]HCATIONS. TREE REMOVAL WILL BE CONSIDERED INCIDENTAL TO CONSTRUCTION OF THE SEWER. 34, PRIOR TO CONSTRUCTION, PROTECT EXISTING TREES NOT DESIGNATED FOR REMOVAL FROM ALL CONSTRUCTION OPERATIONS. DO NOT FILL OR OTHERWISE DISTURB THE AREA WITHIN THE DRIPLI HE OF TREES TO BE PRESERVED. 35, THE CONTRACTOR IS RESPONSIBLE FOR ALL SEWAGE BY-PASS PUMPING AND/OR TEMPORARY DIVERSION CONNECTIONS NECESSARY MR CONSTRUCTION. SEE ODOT SPECIFICATON SECTION 00490.00 - WORK ON EXISTING SEWERS AND STRUCTURES - CONSTRUCTION, FOR SPECIFIC REQUIREMENTS. 36. MANHOLE RIMS AND ALL OTHER CAST NGS INCLUDING VALVE BOXES TO BE SET TO FINISHED GRADE PRIOR TO PAVING. MANHOLE COVERS SHALL BE LOCATED OUT OF THE WHEEL PATH. 37. SPRINGFIELD CODE 10. 2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE AT&T CABLE INSTALLATION. 38, BEFORE BACKFILLING THE END OF A MAINLINE PIPE NOT ENDING AT AT MANHOLE OR A CLEANOUT, THE CONTRACTOR SHALL PERFORM THE TV INSPECTION AS REQUIRED BY THE STANDARD SPECIFICATIONS TO ALLOW THE ENGINEER TO DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PIPE. 40. CONTRACTOR IS RESPONSIBLE TOOBTAIN APPLICABLE PERMITS AND LICENSES, NOT OTHERWISE IDENTIHED AS ALREADY BEING OBTAINED BY THE OW NER, FROM OTHER AGENCIES WITH JURISDICTION SUCH AS LANE COUNTY, THE UNITED STATES ARMY CORPS OF ENGINEERS, THE OREGON DMSION OFSTATE LANDS, THE OREGON DEPARTMENT OF FISH & WILDLIFE (HSH SALVAGE PERMITTING), THE OREGON DEPARTMENT OF TRANSPORTATION, OR THE DEPARTMENT OF EW RONMENTAL QUALITY PERMITS OBTAINED BY OWNER ARE LISTED IN SECTION BOF THE SPEC AL PROVISIONS AND APPLICABLE PERMIT DOCUMENTS AND CONDITIONS ARE INCLUDED AS SUPPLEMENTARY INFORMATION. 41. THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A LAND DRAINAGE ALTERATION PERMIT (LDAP) FROM THE CITYOF SPRINGHEID. 42. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WIN THE STANDARD SPECIFICATIONS TO THE CITY FOR AWROVAL PRIOR TO THE PRE CONSTRUCTION CONFERENCE. 43. CONTRACTOR SHALL SUBMIT PAVEMENT MIN DESIGN TO LANE COUNTY MR APPROVAL AS REQUIRED. CONTACT BILL CUMMINGS (541-692-6943) OR BRAD LEMHOUSE (541-692-6928). 44. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION REGARDING EASEMENTS. 90%-S S. THE IMPLEMENTATION AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL (ESC) MEASURES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY AND VEGETATION/LANDSCAPING IS ESTABLISHED PER THE REQUIRED WARRANTY PERIOD. 6. IN THE EVENT THE FACILITIES ARE NOT FUNCTIONING PROPERLY, THE CONTRACTOR IS RESPONSIBLE MR IMMEDIATELY IMPLEMENTING CHANGES AS DIRECTED BY THE ENGINEER OR INSPECTOR. THE ENGINEER, INSPECTOR OR THE CITY MAY STOP ALL CONSTRUCTION ACTIVITY ON SITE UNTIL THE EROSION PROBLEM IS CORRECTED AND ALL EROSION AND SEDIMENTATION CONTROL (ESC) FACILITIES ARE FUNCTIONING PROPERLY. IF THE CONTRACTOR DOES NOT IMMEDIATELY IMPLEMENT CHANGES TO THE EROSION AND SEDIMENTATION CONTROL (ESC) IDENTIFIED BY THE ENGINEER OR INSPECTOR, THE CITY MAY IMPLEMENT THE NECESSARY CHANGES AND REQUIRE PAYMENT FROM THE CONTRACTOR PRIOR TO PROJECT ACCEPTANCE BY THE CITY. J. IN PREPARATION OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER MINS. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE g AREAS IU REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY BY SEPTEMBER 15. THE CITY CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. DISTURBED AREAS IDENTIFIED FOR SEEDING AREAS SHALL BE SEEDED PRIOR TO THE BEGINNING OF THE a WET SEASON (OCTOBER 1). 8. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACME SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF MIN PER 24 HOUR PERIOD. HZ MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE x IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SUES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER I TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY I TO SEPTEMBER 30). 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT OR TEMPORARY RE -VEGETATION HAS BEEN STABILIZED. ANY .. MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACEDIMMEDIATELY. 10. ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED FOR TWO 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES. 13. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED TO ENSURE PUBLIC RIGHT -0 -WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET RUSHING IS PROHIBITED. 14. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM. 16. THE CONTRACTOR IS RESPONSIBLE FOR PROPER SURFACE RESTORATION TO ALL DISTURBED WETLAND AND NON -WETLAND GRASS AREAS DURING AND AFTER CONSTRUCTION. SEE DETAIL 3 ON SHEET D-5. FOR SEEDING REQUIREMENTS, REFER TO OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION 01040 FOR WORK WITHIN WETLANDS AND SECTION 01030.13 MR REQUIRED SEED MIXES. IJ. ANY REQUIRED STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 18. WHERE STRAW MULCH MR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO TO THREE INCHES. 90%-S EROSION CONTROL NOTES 1. EROSION CONTROL SHALL COMPLY WITH CITY'S NPDES - 12000A PERMIT AND THESE NOTES AND DETAILS. 19. APPROVAL OF THE CONTRACTOR'S EROSION AND SEDIMENTATION CONTROL PIAN (ESOP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, 2. CONTRACTOR SHALL SUBMIT EROSION CONTROL PLANS, STAMPED BY AN OREGON PROFESSIONAL ENGINEER, FOR RESTRICTOM, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC). REVIEW BY THE CITY. THESE PLANS DO NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMUTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY 20. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY RAGGED IN THE FIELD APPROVALS SHALL BE OBTAINED. BY THE CONTRACTOR PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE RAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR 3. AN INSPECTION OF THE EROSION CONTROL MEASURES BY CITY LAND AND DRAINAGE ALTERATION PERMIT (LDAP) FOR THE DURATION OF CONSTRUCTION. STAFF IS REQUIRED PRIOR TO ANY GROUND DISTURBANCE ON THE SITE. 4. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DETAIL SHEETS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED MR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE. S. THE IMPLEMENTATION AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL (ESC) MEASURES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY AND VEGETATION/LANDSCAPING IS ESTABLISHED PER THE REQUIRED WARRANTY PERIOD. 6. IN THE EVENT THE FACILITIES ARE NOT FUNCTIONING PROPERLY, THE CONTRACTOR IS RESPONSIBLE MR IMMEDIATELY IMPLEMENTING CHANGES AS DIRECTED BY THE ENGINEER OR INSPECTOR. THE ENGINEER, INSPECTOR OR THE CITY MAY STOP ALL CONSTRUCTION ACTIVITY ON SITE UNTIL THE EROSION PROBLEM IS CORRECTED AND ALL EROSION AND SEDIMENTATION CONTROL (ESC) FACILITIES ARE FUNCTIONING PROPERLY. IF THE CONTRACTOR DOES NOT IMMEDIATELY IMPLEMENT CHANGES TO THE EROSION AND SEDIMENTATION CONTROL (ESC) IDENTIFIED BY THE ENGINEER OR INSPECTOR, THE CITY MAY IMPLEMENT THE NECESSARY CHANGES AND REQUIRE PAYMENT FROM THE CONTRACTOR PRIOR TO PROJECT ACCEPTANCE BY THE CITY. J. IN PREPARATION OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER MINS. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE g AREAS IU REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY BY SEPTEMBER 15. THE CITY CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. DISTURBED AREAS IDENTIFIED FOR SEEDING AREAS SHALL BE SEEDED PRIOR TO THE BEGINNING OF THE a WET SEASON (OCTOBER 1). 8. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACME SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF MIN PER 24 HOUR PERIOD. HZ MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE x IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SUES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER I TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY I TO SEPTEMBER 30). 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT OR TEMPORARY RE -VEGETATION HAS BEEN STABILIZED. ANY .. MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACEDIMMEDIATELY. 10. ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED FOR TWO 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES. 13. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED TO ENSURE PUBLIC RIGHT -0 -WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET RUSHING IS PROHIBITED. 14. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM. 16. THE CONTRACTOR IS RESPONSIBLE FOR PROPER SURFACE RESTORATION TO ALL DISTURBED WETLAND AND NON -WETLAND GRASS AREAS DURING AND AFTER CONSTRUCTION. SEE DETAIL 3 ON SHEET D-5. FOR SEEDING REQUIREMENTS, REFER TO OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION 01040 FOR WORK WITHIN WETLANDS AND SECTION 01030.13 MR REQUIRED SEED MIXES. IJ. ANY REQUIRED STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 18. WHERE STRAW MULCH MR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO TO THREE INCHES. 90%-S WOVEN GEOTEXTILE SECTION - OPTION I SECTION - OPTION 2 CONSTRUCTION ENTRANCE/ROAD i1 SC . NTS - PLAN - CATCH BASIN TOP OF BANK ((�� � D .I,JMO 6' MIN TOP OF BANK FIEV DITCH %-SE — O 6' MIN, 16' MAX �IIII�� Ilrr6l j�l AT CHECK DAM ELEV ���d�kVllNll�l EXCAVATE SEDIMENT TMP - WHEN SPECIFIEDOR DIRECTED L = SPACING ALONG SWALE OR DITCH SO THAT ELEVATION A EQUALS ELEVATION B NOTES: DITCH PROFILE SECTION WITH CHECK DAMS (D TYPE 2ONLY ENTRENCH BALES AND AGGREGATE MIN OF 4' IMO THE SOIL TOE OF NST BALE IS HIGHEST WATER CONTROL MINT. O TYPE 2ONLY PNCE MIES SO WIRE/TWINE BINDING MAIL IS NOT IN CONTACT WITH THE SOIL O TYPES 2 OR 3 DRIVE 2 STAKES MIN PER BAIL OR BAG FLUSH WITH TOP AND INTO UNDISTURBED GROUND A MIN OF 9'. STAKES MY BE OMITTED IF PLACED OVER PAVED SURFACES. O TYPES 2,3 OR 4 CONST TOP OF AGGREGATE MIN OF 6' LOWER THAN THE TOE OF LAST BALE OR BAG. O TYPES 2 OR 4 TIGHTLY ABUT O0. OVERLAP ENDS OF BALES OR BAGS AT EACH 3T. © TYPE 3 OVERLAP BAGS 6' MIN AT EACH 3T, STA E BICiILTE0. BAG (TYP) OW O D CH BOTTOM IFRTER BAG STAKES DITCH INLET SECTION A -A B109LTER INLET PROTECTION TYPE 4 BIOFILTER BAGS SCAIE MS NOTES: 1. USE 2 STAKES PER MG. 2. STAKES MAY BE OMITTED IF BAGS ARE PLACE ON PAVEMENT SURFACE. 3. OVERLAP ALL BAG MINTS 6'. B. .� � VAR 11 'LA ROAD SUBGMDE ZS .W �B.O USE COMPACTED SOIL OR AGGREGATE T BASE MAIL TO COMET CONTINUOUS BERM AT EDGE OF SUBGMDE SUBGRADE SECTION TOE OF BRIE ^ ~LAIN O0. BAG i° ZS 6- 0 12' I STEEP BACKSLOPE SECTION aTCH LEVELING COURSE M' MINUS 5' LEVELING COURSE W MINUS AGGREGATE, 2' 4' THK TOE OF EAST AGGREGATE, V-4' THK r BALE OR BAG BASE COURSE 4' MINUS, _ BASE COURSE 4' MINUS, SLAl:4 S 20' THICK 10' THK (6' ED OW L12' SUBGMDE VARIABLE BACKSLOPE SECTION - 1:3 TO 1:6 TOE NST TOE OF LAST ' SUBGMDE TOP VIEW - WOVEN GEOTEXTILE SECTION - OPTION I SECTION - OPTION 2 CONSTRUCTION ENTRANCE/ROAD i1 SC . NTS - PLAN - CATCH BASIN TOP OF BANK ((�� � D .I,JMO 6' MIN TOP OF BANK FIEV DITCH %-SE — O 6' MIN, 16' MAX �IIII�� Ilrr6l j�l AT CHECK DAM ELEV ���d�kVllNll�l EXCAVATE SEDIMENT TMP - WHEN SPECIFIEDOR DIRECTED L = SPACING ALONG SWALE OR DITCH SO THAT ELEVATION A EQUALS ELEVATION B NOTES: DITCH PROFILE SECTION WITH CHECK DAMS (D TYPE 2ONLY ENTRENCH BALES AND AGGREGATE MIN OF 4' IMO THE SOIL TOE OF NST BALE IS HIGHEST WATER CONTROL MINT. O TYPE 2ONLY PNCE MIES SO WIRE/TWINE BINDING MAIL IS NOT IN CONTACT WITH THE SOIL O TYPES 2 OR 3 DRIVE 2 STAKES MIN PER BAIL OR BAG FLUSH WITH TOP AND INTO UNDISTURBED GROUND A MIN OF 9'. STAKES MY BE OMITTED IF PLACED OVER PAVED SURFACES. O TYPES 2,3 OR 4 CONST TOP OF AGGREGATE MIN OF 6' LOWER THAN THE TOE OF LAST BALE OR BAG. O TYPES 2 OR 4 TIGHTLY ABUT O0. OVERLAP ENDS OF BALES OR BAGS AT EACH 3T. © TYPE 3 OVERLAP BAGS 6' MIN AT EACH 3T, STA E BICiILTE0. BAG (TYP) OW O D CH BOTTOM IFRTER BAG STAKES DITCH INLET SECTION A -A B109LTER INLET PROTECTION TYPE 4 BIOFILTER BAGS SCAIE MS NOTES: 1. USE 2 STAKES PER MG. 2. STAKES MAY BE OMITTED IF BAGS ARE PLACE ON PAVEMENT SURFACE. 3. OVERLAP ALL BAG MINTS 6'. B. .� � VAR 11 'LA ROAD SUBGMDE ZS .W �B.O USE COMPACTED SOIL OR AGGREGATE T BASE MAIL TO COMET CONTINUOUS BERM AT EDGE OF SUBGMDE SUBGRADE SECTION TOE OF BRIE ^ ~LAIN O0. BAG i° ZS 6- 0 12' I STEEP BACKSLOPE SECTION aTCH 5' ' 9' TOE OF LAST TOE OF EAST BALE O0. BAG r BALE OR BAG MEN _ -flz" SLAl:4 S r Z (6' ED OW L12' VARIABLE BACKSLOPE SECTION - 1:3 TO 1:6 TOE NST TOE OF LAST ' BALE O0. BAG BALE OR BAG O TOP VIEW - .Z 1 MIN 5,V :1 TYPES 2, 3 &4 4 O CHECK DAM APPROXIMATE SPACING s' 12' D= DIMENSION FLAT BOTTOM DITCH SECTION CHECK DAM WPES 2. RADE s' 1 12'18' 3&4 " NOT ALLOWED CHECK DAMS z SCALE: NTS WHEN BID ITEM IS "CHECK DAMS' THE FOLLOWING MAIL MAY BE USED, AS APPROPRIATE TO MEET THE FUNCTIONAL REOUI REMENTS OF THE CONTROL: TYPE 1 - AGGRLfiATE IYPE 2 - STRAW BAILS WITH AGGREGATE WEIR IYPE 3 - BIOFILTER BAGS TYPE 4 - SAND BAGS TYPE 5 - PREFAB CHECK DAM SYSTEM 90%-S iD ED " NOT ALLOWED CHECK DAMS z SCALE: NTS WHEN BID ITEM IS "CHECK DAMS' THE FOLLOWING MAIL MAY BE USED, AS APPROPRIATE TO MEET THE FUNCTIONAL REOUI REMENTS OF THE CONTROL: TYPE 1 - AGGRLfiATE IYPE 2 - STRAW BAILS WITH AGGREGATE WEIR IYPE 3 - BIOFILTER BAGS TYPE 4 - SAND BAGS TYPE 5 - PREFAB CHECK DAM SYSTEM 90%-S -ANGLE ENDS r CONNECT END OF ROLLS BY 'POST UPSLOFE s 3W ---OVERLAP' OR LONE. ENDS' FLOW WS FLOW I f A svaaxG [-A CHECK DAM POST MIN PAN SUPPORTED PENCE WIRE MESH SEDIMENT PENCE _ArIT GK1iE%TILE EXISTFes- fZ;J EXIST GROUND �f GROUND COM TED NATIVE IIICI BACKFILL IN SECTION A -A ATTACH SEDIMENT FENCE — GEOTE%RLE TO MRS MESH It FASTENERS STAGGERED AT THE TYPICAL VERTICAL & M"ONTAL SPACING SEEM b C PAY LIMITS PAY LIMITS FORSEDIMENTFENCE GRADE FOR SEDIMENT FENCE 3W 10%' GRADE <15% TYFE 1 15%'_GRADE'20% 1W' TO POST W/ 5 FASTENERS PER UNSUPPORTED SEDIMENT FENCE CHECK DAM POST MIN 'MORE THAN 50% (RD1W5J SEDIMENT FENCE IN Illl II11 PAY LIMITS 1111 FOR CHECK DAM ELEVATION VIEW AT DITCH SECTION OR LOW AREAS FENCE, BACK SEDIMENT FENCE GRADE MM SPACING ON GRADE GEOTEXTILE W/ WERE MESH 3W 10%' GRADE <15% SECURELY FASTEN WERE MESH 15%'_GRADE'20% 1W' TO POST W/ 5 FASTENERS PER UNSUPPORTED SEDIMENT FENCE POST MIN 'MORE THAN 50% SEDIMENT FENCE GCOTE%TILE =� \ L E#STGROUND TURNS ONE POST SPACING MIN TURNED ENDS POST SPACING OVERLAP SPACING ON GRADE (SEE TABLE) c F TABLE 1 SEDIMENT BARRIER SPACING FOR rFNFPAI LGGITf4TMN INSTALL PAMLLEL ALONG COMOII Rs As FOLLOWS GRADE MM SPACING ON GRADE 6' 3W 10%' GRADE <15% 150' 15%'_GRADE'20% 1W' 2U%'_GRADE UNSUPPORTED SEDIMENT FENCE 25 TABLE 2 POST SPACING 4' SUPPORTED SEDIMENT FENCE 6' UNSUPPORTED SEDIMENT FENCE WITH GEOTEXTILE ELONGATION 'LESS THAN 50% 4' UNSUPPORTED SEDIMENT FENCE WITH GEOTEXTILE ELONGATION 'MORE THAN 50% - GEOTEXTILE GRAB ELONGATION VAW E As DOCUMENTED BY 'LEVEL B - MANUFACTURER'S DOCUMENTATION (SEE POSTSPACING I —ECTTOMOFTRENCH STANDARD SPECIFICATIONS. GEOTEXTILE END CONNECTIONS ELEVATION SEDIMENT FENCE SUPPORTED SEDIMENT FENCE UNSUPPORTED SCALE: MS 90%-S V b TL 2500 MA v M20400OWNER: GLY INVESTMENTS, LLC DEED DOC. N0. 2018-045113 4TE ADDR 360]]JASPE0. RD E%ISI FENCE, SEE NO E 1 (BLDG\ /OI�GISAV XCCEi RD.. TRENCH MM, SEE DET 3, SHE D-1 vv *0-18 525 520 515 So 505 S`B 995 490 TL 00500 MST G0. MAP 18320442 NEALYV/ MILE 4TE ADDR 1095 MTLVEROCEMETERY RD NOTES: L REMOVE AND REPLACE EXISTING FENCE AND GATES WHERE REQUIRED TO CONSUCT THE SEWER. REUSE EXISTING FENCE M]OS]9.63 E9281592.9] s JV(g,�`yh� / POSTS WHERE UNDAMAGED REPLACE FENCE MATERIAL AND DAMAGED FENCE POSTS WITH LIKE KIND. PROVIDE TEMPORARY INSTALL NEW GATE, 1 / / 44j A, ' / FENCING AS REQUIRED DURING CONSTRUCTION. SEE SUREINFORMATION, OD'OT DETAILS RW10 AND SEE SUPPLEMENTARY INFO, ODOT DET 80820 L / / "; 4` 0 2.S SPEQAL PROVISIONS FOR ADDILONAL INFORMATION RE REGARDING WORK WITHIN EXISTING EASEMENTS, TYPICAL ALL E%ISI GRAVEL W70590 10 I PIAN AND PROFILE SHEETS. ACCESS RD E9]815]9 92 �/ a /i 3. TREES WHERE SHOWN OUTSIDE OF BIRO — — STING NESTING MARCHIST TH RU CH IST -/ SEPTEMBER30)- EE WOWINGBETWEEN SEE WORK N N I N SECTIINFORMATION. THESVECIALT PROVISIONS DDI I ION. THESPECIAL PR AL FORMATION. RADDITIONALORMA — —' — — — — — L/ _ J_ STUMPS AND CLEAR CONTRACTOR TO 0.EhgVF STUMPS AND CLFA0. AND GRAB PE0. m SECTION 20 0FTHE STANDARD . �\,f w EXISTSTD +� LLWOOSPECIFICATIONS CONTRACTC0. DISCOSF OF ALL WOODY MATERIAL OFFSITE, PhCTC TRI NCH DAM / UNLESS ALLOWED OTHERWISE STRUCTURE 4. CONNECTSSMTO BELL END CF) EXISTING 24' DIAMETER PVC STUB_I (\ o r F V OUT OF SSMH 35(SOUTHFASTL REMWFEXISTING 2'LONG 24' `�� __ - ME91+W __SSMH33"DIA ________ _ __ __________ DIAMETER STUB AND CAP IN EXISTI NO BELL PRIOR TO \�Il�)"�1�\y�\ �O X519�,�1 55MH 35 /� CONNECTION. \� i, _\ N870646. 19 _ - E42815fi3.39 5 SEE SPECIAL PROVISIONS AND PERMIT CONDITIONS W= INFORMATION SECTION INCLUDED NSUPPLEION R/W REQUIREMENTS REGARDING WORK IN AND NEA0. INCGR j WETLANDS SEE NOTE 3 TL 2500 MA v M20400OWNER: GLY INVESTMENTS, LLC DEED DOC. N0. 2018-045113 4TE ADDR 360]]JASPE0. RD E%ISI FENCE, SEE NO E 1 (BLDG\ /OI�GISAV XCCEi RD.. TRENCH MM, SEE DET 3, SHE D-1 vv *0-18 525 520 515 So 505 S`B 995 490 525 520 515 BID BOB 500 495 440 90+60 90+83 91+C0 91+20 91+90 91+f0 91+83 92+C0 92+20 92+90 PROFILE 90%—S SCALE: 1'=20'HORQ, 1'=S' VERT MST G0. CIL RPE 0 a m EXISTSTD DROP TRI NCH DAM STRUCTURE F V Mtj W= ZW EXIST 'WC 414 IF 24' PVC 0 SLR�0.09% =H E%ISf 55 H 35 Q KM -519 .50 I E IN 24" SE =500.95 SEE NJT 9 E(IN)J,(E)=501.50,(E%IST D0. P) IE(IN)18" EJ=509.38, (E%IST) IE(OUT)2] (NWJ-500.N (EXIST) 525 520 515 BID BOB 500 495 440 90+60 90+83 91+C0 91+20 91+90 91+f0 91+83 92+C0 92+20 92+90 PROFILE 90%—S SCALE: 1'=20'HORQ, 1'=S' VERT V b 36' DIA, SEE NOTE 1 NB]024102 1@]0236.10 E4281]59 02 E4281 ]98.62 Z I _ � w+oD W �J NESTING WINDOW (NO CUTTING BETWEEN MARCH IST TH RU TL 2500 R R/W Zw EXIST WETIAND, TYP, GRAVEL ACCESS RD, MAP 18020400 T SEE NOTE2 SEE DET 2, SHT D-2 OWNER GLY INJF4MFMS, LLC DY MATERISPECIFICATIONS. SALLOWER OTHERWISE WOODY MATERIAL OFFSITE, UNlF55 ALLOWED OTHERWISE DEED DOC. N0. 20 N5113 - -- -- _r gVMC. SITE ADDR: 360]NASPER M - .yt SUPPLEMENTARY INFORMATION SECTION FOR REQUIREMENTS O Q REGARDING WORK IN AND NEAR EXISTING WETLANDS. PLAN V SCALE: 1'=20' Q *U-19 / DO rB\ 33 T UQ ,.._J-_- w DO Irv_ �._�'-�--'�-.� N8702MSENN N820234.83 SW 24 SS E4281745.90 93+00 94+00 95- 36' DIA, SEE NOTE 1 NB]024102 1@]0236.10 E4281]59 02 E4281 ]98.62 Z I _ � w+oD W �J NESTING WINDOW (NO CUTTING BETWEEN MARCH IST TH RU EXIST R R/W Zw T u DY MATERISPECIFICATIONS. SALLOWER OTHERWISE WOODY MATERIAL OFFSITE, UNlF55 ALLOWED OTHERWISE _ - -- -- _r gVMC. .. -- - .yt SUPPLEMENTARY INFORMATION SECTION FOR REQUIREMENTS e Q REGARDING WORK IN AND NEAR EXISTING WETLANDS. PLAN SCALE: 1'=20' Q *U-19 rB\ 33 ,.._J-_- Irv_ �._�'-�--'�-.� N8702MSENN N820234.83 E4281745.90 FU0.N ISS @INSTALL'. RR TRACK 1-60'SSMH NOTES: 1. REMOVE TREES WHERE SHOWN OUTSIDE OF MIGRATORY BIRD NESTING WINDOW (NO CUTTING BETWEEN MARCH IST TH RU EXIST R R/W S SEPTEMBER 30) -SEE WORK CONSTRAININ SECTION B OF THE PEC TTION CONTRACTOR TO REMOVE AND GRUBPE0. SECTION OF O STSIONSND LEARAN GRUB PER STANDSTUMPSANDCLEAR THE OF ALL DISPOSE OF AL DY MATERISPECIFICATIONS. SALLOWER OTHERWISE WOODY MATERIAL OFFSITE, UNlF55 ALLOWED OTHERWISE - -- -- JASPER ROAD *BH-] 2. SEE SPECIAL PROVISIONS AND PERMIT COND17MS I N011DED IN SUPPLEMENTARY INFORMATION SECTION FOR REQUIREMENTS REGARDING WORK IN AND NEAR EXISTING WETLANDS. PLAN SCALE: 1'=20' Q *U-19 rB\ 33 525 520 515 510 505 BOB 495 525 520 515 510 BOB 500 495 4904% 92+90 92i 92+80 93+00 93+20 93+90 93i 93+80 99+00 99+20 99+90 99if0 99+90 95+00 95+20 95+90 95i 95+80 %+00%+20 %+90 %i60 %iso PROFILE 90% - SU BM SCALE: 1'=20'HORQ, 1'=S' VERT EXIST GR 0 CIL I IRE a H CAL Bo0.I m IN BEH NO. BH-] NO, } IN LL N ON Va .ti In SEES PP MENTA0.Y NFO O� aV =W W. MZ M= Z- _ 414 V 24' PVC 0 SIR= -0.09% 395 V 24' PAC 0 SI➢=0.09% Q Q 5 MH 36 9 0. =515.]2 IS (SE =W1.43 OUT)2E OUT)24'(N )501.33 525 520 515 510 BOB 500 495 4904% 92+90 92i 92+80 93+00 93+20 93+90 93i 93+80 99+00 99+20 99+90 99if0 99+90 95+00 95+20 95+90 95i 95+80 %+00%+20 %+90 %i60 %iso PROFILE 90% - SU BM SCALE: 1'=20'HORQ, 1'=S' VERT V GRAVEL ACCESS RD, 36' DIA MAP 18020400 %•x30'TO0.N40.00ND I CREEKOHW, POLES TO BE HELD OWNER GLY INVESTMENTS LLC 1 TYP DURING..—ENT TRUNK EXIST WETLANDS, TYR SEE NOTE SEE DET 2, SM D-2 , AREA, SEE CET 2, fff Q DEED DOC. NO 201"45113 SEWER WORK AS REQ'D, SITE ADD0.: 36077 JASPER R0 SHT D-2 ; j TVP, SEE NOTE 525 -••--••--••--"•--•- \\ N869920.13 -.�-.� -.--•--"•--" a \\ E4281925 C8 'm STRIATION N869983.]6 ' ` _ STRUCTURE, TVP 12" CTIA £j szo £ 12.43 w E9281991.]3 AV A A TRENCH DAM, SEE S E4%z8 908.26 O'DET 515 3, SHE D-1 b J 1 7i77 i ___ - 510 + se v 505 v v v mrvcuP, Co N m SN 1 II AAV SEE NOTE 5 0-1 AP RPE IN R� ♦ _ —_��J_ 1 --_— ____�v NB6%91.2] 1 II \\ ____ O S' DIA, SE E _RVHD aq HZ -9]+W, 2155 :' •;:_ 19.95 -{- iu-NOTE3 w w J 1 ( _ \98100 __ ___OVHD_____ ____ ____— 29"SS 1~/Iw _� \ � + LEI vI ylbecc T_ - r\ ✓w b 5 INSTL FITTINGS AS RCQD \�__ ��_W"e R W \ �•_ Q � EXIST ST FENCE, SSM99+09 BYPASS PIPING �£� TRENCH DAM, SEE SEE NOTE 1 N 37 DET 3, SET D-1 N86987E428194.R TRENCH DAM, SEE FURNISH .% DET 3, SET D-1 81NSTALL: \ SENN 1-0- NOTES: +--r.«.� ._....._. ... . .. RR TRACK \ 1. REMOVE AND REPLACE EXISTING FENCE AND GATES WHERE 1 REMOVE TREES WHERE SHOWN OUTSIDE OF MIGRATORY S. CAP TRUNK SEWER WITH CONCRETE AS SHOWN. SEE DETAIL I, \ (].CONT): CONTRACTOR SHALL DIVERT CREEK FLOW TO REQUIRED TOCOSTRUCT THE SEWER REUSE EXISTING FENCE BIRD NESTING WINDOW (NO CUTTING BETWEEN MARCH IST SHEET D-4 MR PIPE INSTALL WR CREEK CROSSING. \ PREVENT ANY ENTRY O0. COLLECTION OF WATER IN N45 WHEREUNDAMAGED REPLACE FENCE MATERIAL AND THRII SFWFMBF0.30)-SEE WORK CONSTRAINTS IN SECTION �- EXCAVATIONS OR AREAS UNDER CONSTRUCTION. BYPASS DAM MFENCEPOSTSWJTHIIKEWND. PROVJDETEMPORARY OF THE SPECIAL PROVISIONS MR ADDITIONAL INFORMATION. 6.DIVERSION OF CREEK FLOW IS ONLY ALLOWABLE WITHIN SYSTEM SHALL BE MINIM NED FOR 24-HOURSA DAY MR FENCING AS REQUIRED DURING CONSTRUCTION. SEE CONTRACTORTO REMOVE STUMPSAND CLEARAND GRUB PER _ R/W ___IN -WATER WORK WINDOW FROM JUNE I TO OCTOBE0.31 SEE LENGTH OF WORK. CONTRACTOR TO PRESERVE CREEK BED AND SUPPLEMENTARY IN FORMATION, MOT DETAILS UP 10 AND SECTION 00320 OF THE STANDARD SPECIFICATIONS. JOINT PERMIT APPLICATION IN SUPPLEMENTARY INFORMATION BANKS AND ALL OTHER NATURAL HABITAT AND REPAIR ANY RESOD CONTRACIO0. DISPOSE OF ALL WOODY MATERIAL OFFSITE, °SCP -31_ FOR PERMIT CON DITIONS. DAMAGE TO AREAS THAT MAY RESULT FROM INSTALLATION, UNLESS ALLOWED OTHERWISE. -" OPERATION AND MAINTENANCE, OR REMOVAL OF BYPASS 2. SEE SPECIAL PROVISIONS AND PERMIT CONDITIONS - ]. BYPASS PLAN MR CREEK AS SHOWN IS SCHEMATIC. BYPASS SYSTEM. SUBMIT A BYPASS PLAN TO ENGINEER FOR APPROVAL INCLUDED IN SU PPLEMENTARY I NFORMATION SECTION FOR 4, CONTRACTOR TO COORDINATE WITH SUB TO HOLD MIES JASPER ROAD SYSTEM DESIGN, INSTALLATION, OPERATION AND MAINTENANCE, ALL WORK SHALL BE PERFORMED I N ACCORDANCE WITH REQUIREMENTS REGARDING WORK IN AND NEAR EXISTING DURING ADJACENT TRUNK SEWER WORK. CITY OF SPRINGFIELD AND REMOVAL SHALL BE RESPONSIBILITY OF CONTRACTOR. JURISDICTIONAL AG ENCY FEW REMENTS AND PERMITS, SEE WETLANDS, TO COORDINATE PAYMENT FOR PROVIDING TEMPO"RY SPECIAL PROVISIONS AND SUPPLEMENTARY INFORMATION. PROTECTION (HOLD POLES) DIRECTLY WITH SUB. P L NN S. RESTORE CREEK BED AND BANKS PE0. DETAIL 1, SHEET D-4 SCALE: 1"=20' CO NC CAP FOLLOWING COMPLETION OF OPEN -CUT CROSSING OF CREEK. 1IL NOTESSED (3) nl995 498 96180 97100 97+20 97+40 97160 97+80 98+00 98+20 98+90 98+60 9B+90 93+00 99+20 93+40 93+60 93+80 1CO+00 100+20 100+40 1W+60 1W+lO 101+00 101+20 PROFILE 90% — SUE SCALE: 1"=20'HOTZ, 1"=S' VERT I 530 V Q GR 0 CIL I IRE 525 a S £j szo 0 S 515 b 510 S 505 4 _ SN 0-1 AP RPE IN DER nl995 498 96180 97100 97+20 97+40 97160 97+80 98+00 98+20 98+90 98+60 9B+90 93+00 99+20 93+40 93+60 93+80 1CO+00 100+20 100+40 1W+60 1W+lO 101+00 101+20 PROFILE 90% — SUE SCALE: 1"=20'HOTZ, 1"=S' VERT I 530 525 520 515 510 505 SCO 495 4% EXIST GR 0 CIL I IRE CONC I AP RPE IN DER CREEK CROSSING SEE NOTE `\ / UN OI TENCH DAM TRE H MM \` X TREND DAM Op VF CiNT QV ~� =W W. wZ 395 UP 24' PVC 0 SU=0.09% 461 IF 29'P4C0SI➢=0.09% Zw w= �w F � SSM1 3] R[M= IE(I )24'(S ))24.(E)= 1.89 IE( T)2T(NW) 501.79 530 525 520 515 510 505 SCO 495 4% T V b C T'2930 TL 103 MAP I80204M ��- yP MR 180209M OWNER. GLY INVESTMENTS, LLC OWNER: SPRINGFIELD RANCH I, LLC DEED DOC NO 2018-045113 EXIST UTILITY EMS, /p DEED DOC. N0. 2020-066858 EXIST WENAND, TYP, INSTALLTEMP FENCING ALONG N SITE ADDR 360]]SPERM SEE NOTE S SITEADDR 36I9I1ASPERM SEE NOTE WORK ZONE LIMITS AS REQ'D TO EXIST OVHD ANCHOR, _ KEEP LNESTOCK_MOM _INTRUDING SEE NOTE 3 -----"•--m---,r---.--...--m—T—�—..--..--m— E%IST FENCE, / �/ 12" DIA B'DIA SEE NOTE 1 i 4 NE69420.95 E9282143.SO GRAVEL ACCESS RD, le'DU Q" DIA B. DIA NB699]5 O1 8- VIA 18"O�n -� / E92821ll.E� N86941 3 E / \\`� SEE DET 2, ENT D-2 iE4282133.53 T/^V/ + ZZ / L - 1 ^DIA 12" DIA 1e' CIA DN O IN W i 0 w w H Y 15" DIA 5 wGlDz+ za'ss _ G w Z J .103+W 109+W 24 ss UJ = 105+DD w M 12- DIA SEE NDTE 2 VIA R/W / 16 DIA —� EXIST FENCE, mN869462, 4 12 -DIA — — 12" DIA 36'DIA SEE NOTE 1 E4282091.75 12" DIA POTHOLE&PROTECT // "" --F RA K SSMH 38 ]0 NES94CS 3] r _ STA EXIST HPG, SEE NOTE 5 11].]] NOTES: ,�...—_ —_� x869459.]4 '`_—_—_—_—_—_—_—_ Fe TACK E4282109.20 1. REMOVE AND 0.EMACE EXISTING FENCE AND GATES WHERE 1 3. CONTRACTOR TO COORDINATE WITH SPRINGFIELD UTIOTY BOARD FOR FURNISH &INSTALL: 60'x29'TURN4ROUND REQUIRED TO CONSTRUCT THE SEWER. REUSE EXISTING FENCE REMOVAL AND REPLACEMENT OF EXISTING GUYING ANCHORS, AND 1-60-SENN POSTS WHERE UNDAMAGED. REPLACE FENCE MATEMALAND TEMWMRY PROTECTION OF EMSTNG OVERHEAD POLE PAYMENT TOSUB AREA, SEE DET 2, SM D-2 DAMAGED FENCE POSTS WITH LIKE KIND. PROVIDE MR PROVIDING TEMPORARY PROTECTION (HOLD POLES) AND ANCHOR TEMPORARY FENCING AS RF UIRED DURING CONSTRUCTION. REINSTALL TO BE COORDINATED DIRECTLY BETWEEN CIN AND SUB. SEE SUPPLEMENTARY INFORMATION, MOT DETAILS EVEN) _ _ _ _ _ _ _ _ R/W AND ME 20 4. SEE SPECIAL PROVISIONS AND PERMITCONDITIONSINCLUDEDIN -- -- — — SUPMFMFNDNEA EXISTING SECTION FOR REQUIREMENTS REGARDING L REMOVE TREES WHERE SHOWN OUTSIDE OF MIGRATORY WORK IN NTARYINFORMATION FORMA IO WECTION. BIRD NESTING WNDOW (NO CUTTING BETWEEN MARCH M OF THE SPECIAL PROVISIONS Po0.ADITIU SEPTEMBER 30) - SEE OAILNFORMATIONTS IN SECTION B ANY TRS. UNK SEWER INCTORTO OSTALL WORTHOLE KTO AING LLOW MR DESGNAS ONE OBFGINNING PLAN R CONTPAORTO REMOVE STUMPS AND CLEARAND GRUB PER ADJUSTMENT/RELOCATIONS AS NEEDED. IT IS RECOMMENDED TO SCALE V=20' SECTION 00320 OF THE STANDARD SPECIFICATIONS. PERFORM POTHOLE WORK I N THE SUMMER OF X23, DEPENDENT U PON CONTRACTOR DISPOSE OF ALL WOODY MATERIAL C£F4TE, TIMING OF EASEMENTS BEING ACQUIRED. COORDINATE WITH NWN TO Q UNLESS ALLOWED OTHERWISE. HAVE THEIR WATCHER ON SITE WHILE WORK IS BEING COMPLETED. 8 mN5T0.UCT GMVELACCE55 0.D PE0. DET 2, SHT D-2 WHERE SHOWN ABOVE IN MAN V[EW 530 525 520 is 510 505 BOB 495 490 s30 525 520 sis BID ME 500 495 4% 101+20 101+40 101+60 101+80 102+00 102+20 102+40 102+60 102+80 103+00 103+20 103+40 103+E0 103+80 104+C0 104+20 104+40 104+E0 104+80 105+00 105+20 105+40 105+60 PROFILE 90% — SU BM SCALE: 1"=20' HORQ, O=5' VERT CITY PROJE p S 'nw EXIST GR 0 CIL IPE 0 0 VQ QV Ci~ ~15 461 IF 24' PVC 0 SL➢�.w% wZ 423 IF 24' PVC 0 SLP=0.09% Zw H� �H H H Q Q SSM 38 ro RIM IE(I )24-(S IE( T)24'(E)= T)2T(MN) 02. 502.31 s30 525 520 sis BID ME 500 495 4% 101+20 101+40 101+60 101+80 102+00 102+20 102+40 102+60 102+80 103+00 103+20 103+40 103+E0 103+80 104+C0 104+20 104+40 104+E0 104+80 105+00 105+20 105+40 105+60 PROFILE 90% — SU BM SCALE: 1"=20' HORQ, O=5' VERT CITY PROJE V b C DIA N INSTALL TEMP FENCING ALONG ��__w_--_._---�—�— RR A K � WORK ZONE LIMITS AS REQ'D TO EKISFWEIWiD, TYR, SFA 30]+93 I GR @ CIL KEEP LIVESTOCK FROM INTRUDING NOTES: — SEE NOTE 3 SSMH 39 NE69084.75 GRAVEL ACCESS RD, iF� p0 SEE DET 2, ENT D-2 ------ V Q _ ___sia __ DU +1690]9.56 E9282295�56 WHEREREQUIRED TO CONSTRUCT THE SEWER REUSE FURNISH & INSTALL: w Z to +0 24'$S LuJ ____ 6^DIP FENCE MATERIAL AND DAMAGED FENCE POSTS WITH LIKE 2 _ s3- � j _ _ ____ O N— DURING CONSTRUCTION. SEE SUPPLEMENTARY –_ _ _ TL 103 MAP 18020900 OWNER SPRINGFIELD RANCH J, LLC DEED DJC. NO 2020-066858 SITE ADDR 36191 JASPER RD R .T3s^DIA 530 525 520 515 SIB 505 500 495 490 INSTALL TEMP FENCING ALONG ��__w_--_._---�—�— RR A K WORK ZONE LIMITS AS REQ'D TO EKISFWEIWiD, TYR, SFA 30]+93 E GR @ CIL KEEP LIVESTOCK FROM INTRUDING NOTES: — SEE NOTE 3 SSMH 39 NE69084.75 GRAVEL ACCESS RD, E4282305.82_ SEE DET 2, ENT D-2 ------ 1, REMOVE AND REPLACE EXISTING FENCE AND GATES _ ___sia __ +1690]9.56 E9282295�56 WHEREREQUIRED TO CONSTRUCT THE SEWER REUSE FURNISH & INSTALL: — � _ 1-60" SSMH ____ FENCE MATERIAL AND DAMAGED FENCE POSTS WITH LIKE _ s3- � j _ _ ____ O DURING CONSTRUCTION. SEE SUPPLEMENTARY –_ INFORMATION, ODJT DETAI S REBID AND RDB20. O _ w .CF32 MIGRATORY BIRD NESTING WINDOW (NO CUTTING BETWEEN MARCH IST THRU SEPTEMBER 30) SEE WORK CONSTRAINTS IN SECTION B OF THE SPECIAL PROVISIONS O + FOR ADDITIONALINFONNATION. CONTRACTORTO JASPER ROAD REMO00320 THE OF O0. STANDARD IEGTIONS CONTRACTOR 00320 OF THE STANDARD 530 525 520 515 SIB 505 500 495 490 �-`TRE NCH DAMS SEES4'DIA�� -.. CET 3, SHT D-1 ��__w_--_._---�—�— RR A K EKISFWEIWiD, TYR, SFA 30]+93 E GR @ CIL IRE NOTES: — SEE NOTE 3 SSMH 39 SEE NOTE 1 ------------N8690]8.20 _ — - — - ------ 1, REMOVE AND REPLACE EXISTING FENCE AND GATES E4282292.88 WHEREREQUIRED TO CONSTRUCT THE SEWER REUSE FURNISH & INSTALL: RR TRACK EXISTING FENCE ROSTS WHERE UNDAMAGED. REPLACE 1-60" SSMH FENCE MATERIAL AND DAMAGED FENCE POSTS WITH LIKE KIND. PROVIDE TEMPORARY FENCING AS REQUIRED DURING CONSTRUCTION. SEE SUPPLEMENTARY INFORMATION, ODJT DETAI S REBID AND RDB20. _ _ RAW _ _ R W 2. REMOVE TREES WHERE SHOWN OUTSIDE OF .CF32 MIGRATORY BIRD NESTING WINDOW (NO CUTTING BETWEEN MARCH IST THRU SEPTEMBER 30) SEE WORK CONSTRAINTS IN SECTION B OF THE SPECIAL PROVISIONS O + FOR ADDITIONALINFONNATION. CONTRACTORTO JASPER ROAD REMO00320 THE OF O0. STANDARD IEGTIONS CONTRACTOR 00320 OF THE STANDARD DISPOSE OFALLWOODY MATERIAL OFFSITE UNLESS MATERIAL UNLESS ALLOWED OTHE0.WJSF. O + p0 LAN N 3. SEE SPECUL PROVISIONS AND PERMIT CONDITIONS SCALE 1"=20' INCLUDED IN SUPPLEMENTARY INFORMATION SECTION MR REQUIREMENTS REGARDING WORK IN AND NEAR EXISTING WETLANDS. 8 VQ CONSfRUOGMVEL ACCESS RD RE0. DET 2, SHT 12 WHERE SHOWN ABOVE IN PIN VIEW 3 530 525 520 515 SIB 505 500 495 490 530 525 520 515 SIB 505 SCO 495 490 105+E0 105+90 106+00 106+20 106+40 106+E0 106+90 307+00 307+20 307+40 107+60 107+90 108+00 108+20 108+40 108+E0 108+90 109+00 109+20 109+40 109+60 1G9+W 110+W PROFILE 90% - SU BM SCALE: 1"=20'HORQ, 1"=S' VERT MST GR @ CIL IRE O + O + p0 VQ QV w~ w F. HW35]1F24'FRI@SI➢=0.09% wZ _ 423 LF 24' PVC SL➢�.09% WH Z. = SSLE H39 =IP93 Q IE IE = IN)24521.W'(SE) 502.98 F a � IE( OUT)24.( )=502.80 � 530 525 520 515 SIB 505 SCO 495 490 105+E0 105+90 106+00 106+20 106+40 106+E0 106+90 307+00 307+20 307+40 107+60 107+90 108+00 108+20 108+40 108+E0 108+90 109+00 109+20 109+40 109+60 1G9+W 110+W PROFILE 90% - SU BM SCALE: 1"=20'HORQ, 1"=S' VERT D TL 103 a R/`N OR 0 CIL I MAP 18020900 a INSTALL TEMP FENCING ALONG OWNER SPRINGFIELD RANCH I, LLC DEED DJC. N0. 2020-066858 WORK ZONE LIMITS AS 0.EQ'D TO 4TE A000.: 36I9IJASPF0. 0.D KEEP LIVESTOCK MOM INTRUDING w NOTES: ______ __ r'—t n I REMOVE AND REPLACE F%ISTINOFENCE ANDGATES WHERE 2. SEE SPECIAL PRMISIMS AND PERMIT CONDITIONS �- 5-° L TRENCH DAM SEE TOCNDAMAMSTRUCTTHFSFWF0.. EUSE ACQUIPOSTS Po0. INCLUDED NSUPPLFRDING ANDNEA �+^ _� -- �I D 0. ET 3,SM 1 REQUIREMENTSWOW IN EXIS70NTING REQUIREMENTS REGARDING WORK IN AND NFA0. EXISTING OSe o ________ ________ DAMAGED FENCE KIND WITH LI KF KIND. PROVIDE TFMPCRA0.Y POSTSPROVIDE OS S WETLANDS ..:-.: p ________ \ SUPPLEMENTARY INFORMATION, COOT DETAILS RD810 AND PLAN ♦CP N M820 SCALE: 1"=20' O w a inke.ln 24 SS 112+C0 113+C0 „_I 119+00 V '+:111M0 - ,I CONST0.U0 G.EL ACCESS 0.D PE0. DET 2, SHT D-2 WHERE SHOWN ABOVE IN PIAN.EW Mw _,;, - r` w� U 1N&68]69% — ` —L� -� m- O yy N868]643] 1,�_T ___ ` (�E428247285 E4282462 STA 111+50 -_...._mow--.-v-��- a + . ...,.. N868]]1.55 .. E42824]5.36 A IXIST WETLAND, TYP, FURNISH &INSTALL: EXIST FENCE, GRAVELACCESS NO, SEE NOTE 2 1.60" SSMH SEE NOTE 1 SEE DET 2, SHT D-2 TRENCH DAM D b 530 525 520 515 510 505 500 495 490 a R/`N OR 0 CIL I R/W a w NOTES: -" n I REMOVE AND REPLACE F%ISTINOFENCE ANDGATES WHERE 2. SEE SPECIAL PRMISIMS AND PERMIT CONDITIONS pp_- JASPER ROAD w TOCNDAMAMSTRUCTTHFSFWF0.. EUSE ACQUIPOSTS Po0. INCLUDED NSUPPLFRDING ANDNEA HERD FENCE AND POSTSED FENCE F6 REPUKE REQUIREMENTSWOW IN EXIS70NTING REQUIREMENTS REGARDING WORK IN AND NFA0. EXISTING ,y DAMAGED FENCE KIND WITH LI KF KIND. PROVIDE TFMPCRA0.Y POSTSPROVIDE OS S WETLANDS ..:-.: p IRED FENCING AS 0.EQlIIRED DURING CONSTRUCTION. SEE SUPPLEMENTARY INFORMATION, COOT DETAILS RD810 AND PLAN ♦CP N M820 SCALE: 1"=20' O w 3� CONST0.U0 G.EL ACCESS 0.D PE0. DET 2, SHT D-2 WHERE SHOWN ABOVE IN PIAN.EW U O b 530 525 520 515 510 505 500 495 490 530 525 520 515 510 505 YO 495 490 110+00 110+20 110+40 110+E0 110+BJ 111+00 111+20 111+40 111+E0 111+BJ 112+00 112+20 112+40 112+E0 112+BJ 113+00 113+20 113+40 113+E0 113+BJ 114+00 114+20 114+40 PROFILE 90% — SU BM SCALE: 1'=20'HORl2, V=S' VERT EXIST OR 0 CIL I IPE O O + TRENCH DAM + 'I 'I in `y `fin Ja au w~ ~w W N H W 357 LF 24' PVC 0 SI➢�.0946 9C0 IF 29 PVC @ SLP=0.D9°6 wZ Zw �w _ SSM 40 = +50w Q RI 1 IE(I 17 )24"(SE)= 3.33 Q IE(O T)24'(M) -503.23 530 525 520 515 510 505 YO 495 490 110+00 110+20 110+40 110+E0 110+BJ 111+00 111+20 111+40 111+E0 111+BJ 112+00 112+20 112+40 112+E0 112+BJ 113+00 113+20 113+40 113+E0 113+BJ 114+00 114+20 114+40 PROFILE 90% — SU BM SCALE: 1'=20'HORl2, V=S' VERT L< V b C TL 103 MAP 1802090] OWNER: SPRINGFIELD RANCH 1, LLC DEED DOC N0. 2020-066858 STEADDR 36I9INSPERRD INSTALL -TEMP FENCING ALONG WR EEPIIVESTOCKI FROM INTRUDING 5�- i — N 29'5500 24'55 ti ,0 ti IISi016 0 1+ 11]+00 110+00 15 H w �N W w e � H W ww ZiJ, -SE3. NE_ NENNS,116 34 °+y LU E9282669.70 E4282659 76 � T R.STA 1ls+s0 a SSMH � N86892323 ./5 E4262612A0 RF TRA K MIST WETUJiD, WE, FURNISH&INSTALL: GRAVEL ACCESS RD, EXIST' FENCE, NOTES: R/wR/w 1.REMOVEQUIRED AND CONSTRUEPLACE CT THE SEWER EREUSE WTESWHENE 2.SEESPECIALPPLEENTARYSIONS INFORMRON DITIONS SECTION 0. EITS WHER C NNAMAGE THE PLACENCE MATEPLAL ND INCLUDED MEN SUPPLEMENTARY WORKIN AND NEAR TION f00. DAMAGED FENCE DAMAGED. REPLACE FENCE VI ERTEMPOR REQUIREMENTS REGARDING WO0.KIN AND NEAR EXISTING PLAN DAMAGED S REQ POSTS WITH II KE KIND. PROVIDE TEMPORARY WETLANDS. FENCING AS RFQlII0.FD DARING CIXJSTRIICTIIXJ. SEE SCALE: 1'=20' SUPPLEMENTARY INFORMATION, ODOT DETAILS RDSIO AND 0.EPIC, 530 525 520 sls 510 505 500 530 525 520 sls SID SEE SCO 995995 119+90 119+60 119+80 115+00 115+20 115+90 115+60 115+80 116+00 116+20 116+90 116+60 116+80 111+00 111+20 111+90 111+60 111+80 118+00 118+20 118+90 118+60 118+60 PROFILE 90% — SU BM SCALE: 1'=20'HORQ, 1'=S' VERT IST GR@ VLPIPE 0 a + 0 DO + •E w� �m as ao 900 LF 39' WC @ SL➢=0.09°6 W vtl Itn W 900 LF 29' 1 @ SL➢=0.09°6 141 +50 wZ _ SSM Zw �w = F a RIM IER s2s.36 )29"ISE)=3.9 13.69 t+ F a IEI T)2T(MN =50 530 525 520 sls SID SEE SCO 995995 119+90 119+60 119+80 115+00 115+20 115+90 115+60 115+80 116+00 116+20 116+90 116+60 116+80 111+00 111+20 111+90 111+60 111+80 118+00 118+20 118+90 118+60 118+60 PROFILE 90% — SU BM SCALE: 1'=20'HORQ, 1'=S' VERT u V TL 103 MAP ISOM900 OWNER: SPRINGFIELD RANCH I, LLC DEED DOC. N0. 2020-0668.% SITEADDR 36I9IJASPERPD EXIST FENCE, SEE NOTE 2 INSTALL TEMP ALONG WO RK 20NELIMITS MBS AS AS 0.EQ'D T TO KEEPINTRUDINGI LNESTOCK FROM Q INTRUDING TRENCH DAM, SEE i0 / CET 3, SHT D-1 o _ -r- + V y 1 W 29'55 I 1 N W - 119M/O E9282863 30 / l NE68093 OF / E4282853 69 N86808].31 TL 200 MAP 18021000 OWNER: GUISTINA LAND &TIMBERCO, LP IAC9G9] 65 DEED DOC NO 9404540 4TEADD0. 36195 JASPER RD E4282870 10 - r INSTALLb LONG 12. DIA PVC STUBW/GASKETEDENDCAPFOR GRAVEL PARKING LOT` NTU0.rE CONNECT[ON_51➢�22% ) "' — -- \.J4251.29 3628 E4288] 37\:\ %2922 ]b rye N868090.81 IN E42828A95 °\.� FURNISH &INSTALL sx sie 5ii s FURNISH&INSTALL: STA 122+91 o - �+� - SEE TWEETIAND, TYR, - 36 LF 18' CMP CULV, SSMH 43 £ wC 'SEE NOTE 3 ME"".B1 ` _ _. ,E428305826 ., C »B ._ GRAVEL ACCESS RD, N%]8]9.44 FURNISH&INSTALL:, £ SEE DET 2, SHT D- E@83019.]3 1-60� SSMH y -� 1 RR RA m o — £N ,^ + \ E4283CC8.89 �%_ s30.� � M EXISTG0. CIL PIPE TRACKS AS REQUIRED TO CONSTRUCT SEWER AND MINIMUM 12 INCH ES OF COVER FROM TOP OF CULVERT TO J K� --- - - - - ACCESS ROAD. FINISH GRADE OR AS RECOMMENDED BY PIPE lu= 24'55 29 55 UI MANUFACTURER MR H-20 LOADING, WHICHEVER IS INFO ODOT DET RD820 RR TRACK I REMOVE AND REPLACE EXISTING FENCE AND GATES GREATER. PROVIDE SLOPED ENDS ON EITHERSIDE OF RAW N%]BC815 LJ '$SSB. £ Eg28309986 H An - 2: 1-68 SSMH SEE NOTE I 54 £ m � E428285162 � J EXIST SPUD UTILE ROLE, PROTECT IN PLACE 535 530 525 520 515 510 505 500 495 �._ o - �+� - SEE TWEETIAND, TYR, .� w _.w ..__.. _ i ...... _.-N%]802.%..�.�� wC PE ME5MF,(40')I IB Pc _._ ._.. __ _........ ` _ _. _...... E9283033.96 C »B £ NOTES: RR RA m o — £N ,^ 1. CUT AND REMOVE EXISTING ABANDONED RAILROAD 3. BUILD UP FINISH GRADE OF ACCESS ROAD TO PROVIDE EXISTG0. CIL PIPE TRACKS AS REQUIRED TO CONSTRUCT SEWER AND MINIMUM 12 INCH ES OF COVER FROM TOP OF CULVERT TO J ''INSTALL NEW GRE, --- - - - - ACCESS ROAD. FINISH GRADE OR AS RECOMMENDED BY PIPE —SEE SUPPLEMEWARY - —'-------- -- MANUFACTURER MR H-20 LOADING, WHICHEVER IS INFO ODOT DET RD820 RR TRACK I REMOVE AND REPLACE EXISTING FENCE AND GATES GREATER. PROVIDE SLOPED ENDS ON EITHERSIDE OF -I WHERE REQUIRED TOCONSTRUCT THE SEWER REUSE CULVERT PER OD'OT STD DET RD3I6. COORDINATE FINAL GRAVEL ACCESS RD, EXISTING FENCE POSTS WHERE UNDAMAGED. REPLACE LOCATION OF CULVERT IN THE FIELD WITH ENGINEER V SEE DET 2, SHT D-2 EE NOTE 3 4 FENCE MATERIAL AND DAMAGED FENCE POSTS WITH LIKE KIND. PROVIDE TEMPORARY FENCING AS REQUIRED 4. ACHIEVE MAXIMUM 15% SLOPE ALONG CENTERLINE Rlw N�DURING CONSTRUCTION. SEE SUPPLEMENTARY ACCESS ROAD, WITH A MAXIMUM 8%CROSS-SLOPE. - - - - -. - - - - INFORMATION, COOT DETAILS RD810 AND 0.D820. INSTALL 6" THICK 1 1/2"-0 CRUSHED ROCK DRAINAGE \h I. DITCH ON EAST SIDE ACCESS ROAD. pp1� PLAN PL IYIY S.SEE SPEC' AL PROVISIONS AND PERMIT COND17MS SCALE: 1'=20' INCWDEDIN SUPPEMENTARYINM MATION SERION FOR REQUIREMENTS REGARDING WORK IN AND NEAR ACONSTRUCT EXISTING WETLANDS. GPAVEL ACCESS RD PER DET 2, SHT D-2 WHERE SHOWN ABOVE IN PIAN VIEW 535 118+80 119+00 119+20 119+40 119+60 119+80 120+00 120+20 120+40 120+60 120+80 121+00 121+20 121+40 121+60 121+80 122+00 122+20 122+40 122+60 122+% 123+W 123+20 PROFILE 90% — SU BM SCALE: 1'=20' HOM, 1'=5' VERT 530 525 520 515 510 BOB SCO 495 s EXISTG0. CIL PIPE --- - - - - ---� '0. N GR O C/ PIPE, _ EE NOTE 3 4 N + +DO 'P V ~ V a TRE H DAM �~ Zw �W wZ =W a q00 LF 24' PNC 0 SA -P=0.09% 341 UP 24' PVC 0 SU= -O.09% H a :H4 SSM 42 SS 3 340 UP 24- PVC +50 +91 @SI➢=0.09% RIM=529.35 0.I =528.84 IE(IN)24"(SE)=504.25 IE( N)24'(SE) 504.66 IE(IN)12"(NE)=505.15 IE( UT)2T(N )501.56 IE(OUT)24"(NW)=504. I5 118+80 119+00 119+20 119+40 119+60 119+80 120+00 120+20 120+40 120+60 120+80 121+00 121+20 121+40 121+60 121+80 122+00 122+20 122+40 122+60 122+% 123+W 123+20 PROFILE 90% — SU BM SCALE: 1'=20' HOM, 1'=5' VERT 530 525 520 515 510 BOB SCO 495 N T V b TL 200 BLDG MAP 18021000 OWNER: GUISTINA LAND & TIMBER COSTA 1z6+31 ., LP SSMM 6 DEED DCC. N0. 9404540 N86]501.3] SITEADDR: 36I95JASPERRD M283235.22 ---N%]524.% FURNISH &INSTALL E@8323]J9 1-60'SSMH -/ !A6]518.90 EK28322].]4� _. U1A677M _ _ R/ly _ _ _ _ H E4M3075.3618'DIA Sze-i Q _ - _ _i-- u f2"D7R _ ___ N%]]5173R�_ E9283%532 eo TOE RR EMBATTKMETN�_ - na DIA 8 -DIA NOTE 2 AC 0 -539 w` E#ST r O AC 'l o rt + M UI w O WN VQ �- 12 -DIA ns B- 18- 18' DIA .UJ TL 200 BLDG MAP 18021000 OWNER: GUISTINA LAND & TIMBER COSTA 1z6+31 ., LP SSMM 6 DEED DCC. N0. 9404540 N86]501.3] SITEADDR: 36I95JASPERRD M283235.22 ---N%]524.% FURNISH &INSTALL E@8323]J9 1-60'SSMH -/ !A6]518.90 EK28322].]4� _. U1A677M _ _ R/ly _ _ _ _ H E4M3075.3618'DIA Sze-i Q _ - _ _i-- u f2"D7R _ ___ N%]]5173R�_ E9283%532 eo TOE RR EMBATTKMETN�_ - na DIA 8 -DIA NOTE 2 AC 0 E#ST r IRE N 'l o rt 24"BB UI w O WN �- 12 -DIA ns B- 18- 18' DIA E% WETLAND, TYP, ------------------------------------------------------------------------------- RR TRACK I REMOVE TREES WHERE SHOWN OUTSIDE OF MIGRATORY 2. SEE SPECIAL PROVISIONS AND PERMIT CONDITIONS BIRD NESTING NNDOW (NO CUTTING BETWEEN MARCH IST INCLUDED IN SUPPLEMENTARY INFORMATION SECTION MR TH RU SEPTEMBER 30) -SEE WORK CONSTRAINTS IN SECTION B REQUIREMENTS REGARDING WORK IN AND NEAR EXISTING OF THE SPECIAL PRCNISICNS FOR ADDITIONAL INMIMATION. WETLANDS. CONTRACTOR TO REMOVE STUMPS AND CLEAR AND GRUB PER SECTION 00320 OF THE STANDARD SPECIFICATIONS. CONTRACTOR DISPOSE OF ALL WOODY MATERIAL OFFSITE, UNLESS ALLOWED OTHERWISE. 535 530 525 520 515 510 505 SCO 495 R/W SCP -35 PLAN SCALE: 1"=20' *BH -9 L\ CONSTRUCT GRAVEL ACCESS RD PER DET 2,sHT D-2 WHERE SHOWN ABOVE IN PIAN VIEW 535 530 525 520 515 510 505 500 495 123+20 123+40 123+60 123+80 124+00 124+20 124+40 124+60 124+80 125+00 125+20 125+40 125+60 125+80 126+00 126+20 126+40 126+E0 126+80 127+W 127+20 127+40 127+60 PROFILE 90% — SU BM SCALE: l'=20'HORQ, V=5' VERT E#ST GR 0 CIL I IRE 0 T`U + GEC NJ. H-9 PORING 0 UD +HNICAL + Mti Va BEE UPPLEMEN ARYINTO tip QV w~ ~� �W wZ N= 359V 24 PVC 0 SU= -0.09% WN Zw =0 340 LF 24' PVC 0 sN».W% H H a a s Bs. Ha 33 IE(I )2a'(sE)= S.W IE( UT)24.(M 504.9] 535 530 525 520 515 510 505 500 495 123+20 123+40 123+60 123+80 124+00 124+20 124+40 124+60 124+80 125+00 125+20 125+40 125+60 125+80 126+00 126+20 126+40 126+E0 126+80 127+W 127+20 127+40 127+60 PROFILE 90% — SU BM SCALE: l'=20'HORQ, V=5' VERT b C 12- DIA 12- DIA STA 129+90 8'DIA,i szs L) DIA O'DUl 8 -DIA rt -s e s SSMH 45 p __._..N867195.23 __..... __._.. _._. E4283422.86 I 1 h SEE TL 200 MAP 18021000 GRAVEL ACCESS RD OWNER: GUISTINA LAND &TIMBER CO, LP SEE DEFT 2, SIR 0.2, //✓ ------- sEe------- DEED MC. N0. 9404540 II GR 0 CIL IPE SITEADDR M195JASPERRD �^ GR 0 C/ ABANDONED RR TRACKS I 8 £" N%R02.81 E9283935.22 O E NOTE 2 4i AC -- 5]e FURNISH&INSTALL:j In + CONC N%]1%.59 25 LF 36 CMP CULV, r 5x0' -DIA ���� .: PAD E9283929.93 SEE NOTE I 12 w>� w M129'55 rile ti .w. F 24"55 W 128+W _ _ 129+W -- 130+W ytl _ _ 12- DIA 12- DIA STA 129+90 8'DIA,i szs L) DIA O'DUl 8 -DIA rt -s e s SSMH 45 p __._..N867195.23 __..... __._.. _._. E4283422.86 I 1 h SEE CMP li R/w R/w PLAN NOTES: SCALE 1'=20' 1. REMOVE TREES WHERE SHOWN OUTSIDE OF MIGRATORY BIRD NESTING 2 BUILD UP FINISH GRADE OF ACCESS ROAD 25 FEET EACH SIDE OF 3. SEE SPECIAL PROVISIONS AND PERMIT CONDITIONS INCLUDED IN WINDOW (NO CUTTING BETWEEN MARCH IST THRU SEPTEMBER 30) -SEE CULVERT TO PROVIDE MINIMUM 12 INCHES OF COVER FROM TOP OF CULVERT SUPPLEMENTARY INFORMATION SECTION O0. REQUIREMENTS REGARDING WORK CONSTRAINIS I N SECTION B OF THE SPECIAL PROVISIONS MR TO FINISH G PAGE OR AS RECOMMENDED BY PIPE MANUFACTURER FOR H-20 WORK IN AND NEAR EXISTING WETLANDS. ADDITIONAL INFORMATION. CONTRACTOR TO REMOVE STUMPS AND CLEAR LOADING, WHICHEVER IS GREATER. PROVIDE SLOPED ENDS ON EITHER SI DE AND GRUB PE0. SECTION 00320 OF THE STANDARD SPECIFICATIONS. OF CULVERT PER MOT STD DET 0.D3I6, COORDINATE FINAL LOCATION OF CONTRACTOR DISPOSE OF ALL WOODY MATERIAL OFFSITE, UNLESS ALLOWED CULVERT IN THE FIELD WITH ENGINEER- OTHERWISE. NGINEEROTHERWISE. Q B CONSf0.UOTGMVEL ACCE55ROPER DET 2, 5HT D-2 WHE0.ESHOWN ABOVEIN PINVIEW KD535 535 530 525 520 sls 510 505 SCO 495 127+EO 127+80 128+00 128+20 128+40 128+60 128+80 129+00 129+20 129+40 129+60 129+80 130+00 130+20 130+40 130+60 130+80 131+00 131+20 131+40 131+60 131+% 132+00 132+20 PROFILE 90% - SU BM ITlQ SCALE: 1'=20'HOR, 1'=S' VERT CITY PROJECT NUME 530 525 520 515 510 505 500 495 V EKIST GR 0 CIL IPE GR 0 C/ PIPE, 8 5 E NOTE 2 w>� rile ti .w. 0 0 + + N M P.4 .4.. VQ QV ml NW WN wZ Zw M= =v1 359 UP 24 PVC 0 SI➢=0.09% 359 UP 24' PVC 0 SI -P=0.09% H 1 Q Q SSM 145 STA 29+% RIM 58.08 IE(I )29"(SE)= 5.50 IE(O T)2' ( 505.40 I I I I I I I I � w� I GRAVELR0, /ES6W%.82 2, ENT SEE DET 2, ENT Dd / E9283622.77 £" I � I / N + iX E428360.55 N I E9283612.59 VF 1 w N 24'55 W I 133400 z PP w� TL 200 1en+uu 1 A TL 700 MAP 18021000 I� MAP 18021000 OWNER: CO, LP BPA TRACT OWNER SOUTHERN PACIFIC CO. DEEDDGUISTINAI NO, 540MBE0. DEED DOC. 000. 9104540 BNDRI/� ftr, SITE ADD ONAKNOWN SITE ADD0.: 36195 JASPER RD -"'--"'- - �J SEE NOTE 3 / INSTALL 6' LONG 12" DIAL T� SNB WX GASKETED END CAP �m BPA TRACT 10 1 M -A-60- I 'MR NN0.E CONNECTION 1 .' SLP i — — — — — — — — — — — — — G0.@CIL PE ' TRENCH MM, Q 10" DIA 9 - 2 SEE CET 3, / 0 OIA �. \i + + SHT D-1 hti M E' DCA tse+uu 1 �1—SEE NOTE 1 DIA lr' BPA TRACT IO: l� R,W"1 ^— .� M—A-60—A-52D I� I_ 10- DIA I STA 133+49__. .—..-- . �SSMH 46 M283610866889.24 .41 .4 FU&I EXIST WET LAND, TYP, 1 i R60- SH fl INSTALL: SEE NOTE 2 1 ? > I NOTES RR —<ACK 1. REMOVE TREES WHERE SHOWN OUTSIDE OF MIGRATORY BIRD NESTING WINDOW (NO CUTTING BETWEEN MARCH IST THRU SEPTEMBER 30) - SEE WORK CONSTRAINTS IN SECTION B OF THE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. CONTRACTOR TO REMOVE STOMPS AND CLEAR AND GRUB PE0. SECTION 003M OF THF STANDARD SPECIFICATIONS. CONTMCTO0. DISPOSE OF ALL WOODY MATERIAL OFFSITE, UNLESS ALLOWED OTHERWISE _ R/W 2. SEE SPECIAL PROVISIONS AND PERMIT CONDITIONS INCLUDED IN SUPPLEMENTARY INFORMATION SECTION MR REQOI REMENTS REGARDING WORK IN AND NEAR EXISTING WETLANDS. 3�, 3ACQIIaeovwORTOISSUANCEOFFOONTPhCTORSNTJPCONT"CTORTO OBTAINPIGHT-OF ENTRY JASPER ROAD FROM SOUTHERN PACIFIC CO. IF ACCESS IS REQUIRED PRIOR TO EASEMENTS BMOKNG AVAILABLE. 4. SEE SPECIAL PROVISIONS AND PERMIT COND17ONS INCLUDED IN SUPPLEMENTARY INFORMATION SECTION FOR REQUIREMENTS REGARDING WORK WITHIN BPA RIGHT -OR WAY. 535 530 525 520 515 510 505 SCO 495 1 I 12 I I I �l tt SEE NOTE 9 PP SCALE1 ACONSTRUCTGRAVELACCESS RDPERDET2.SHTD-2WHERESHOWNAFOVEIN PLANVIEW 132+20 132+40 132+60 132+80 133+00 133+20 133+40 133+60 133+80 134+00 134+20 134+40 134460 134480 135400 135+20 135+40 135460 135+90 136400 136+20 136+40 136460 136i� PROFILE 90% - SU BM SCALE: 1^=20'HORQ, V=S' VERT CITY PROJE 535 530 525 520 515 510 505 500 495 By RJW EXIST G0.@CIL PE O N O DO + + M UD M o'I VF TUNHDAM 'Iry FF iW NZ381 H� , V18 PVC 0 SL➢=0.12% WN Z w �H 359 LF 24' ENO 0 SLP=0.09% H H Q Q SSMH 46 STA 133009 RIM -528.]0 ]E(IN)18"(SE)=SW.33 ]E(IN)12"(NE)=SW.83 IE(ouT)24"(N)WIR3.63 132+20 132+40 132+60 132+80 133+00 133+20 133+40 133+60 133+80 134+00 134+20 134+40 134460 134480 135400 135+20 135+40 135460 135+90 136400 136+20 136+40 136460 136i� PROFILE 90% - SU BM SCALE: 1^=20'HORQ, V=S' VERT CITY PROJE 535 530 525 520 515 510 505 500 495 TL 900 TRENCH DAN • EXTEND TL900 INSTALL IB' DIA WC MAP 18021000 MAP 18021000 OWNER: LEONA M. PERSON EULL WIDTH BORE PR• / I l � I I STUB, SEE NOTE 2 / SIM TO DET 3• SHT D 1 - I I 1 / V O'NNF0. LFONA 00 1966 GEED DOC. NO. 2008-019663 POTHOLE &PROTECT DEED WC. NO. 2008-019663 SITE ADDIR 3641]BRAND50.D 1 1' l` lI € 1 I / IXISTHPG,SEE HOLE6 % HOUSE EXIST FENCE SITE ADD0. 3641]BRAND50.D j f B0RE PR• SIZE AS I I I 1 h7 // l l I I 1 I Al SEE NOTE 1 \� READ ll•i /STA 101+28 I l AGRVL�AC- NOTES: O '� P SSMH 49 GRVL <_ O II ! N866293.59 1. REMOVE AND REPLACE EXISTING FENCE AND `s� 1 JUO% Eg28/O88 JS RESIDRE E%IST GMVEL GATES WHFRF REQUIRED TO CONSTRUCT THF �I. �� / // / FURNISH&INSTALL SURFACING PER DET I• SEWER USE EXISTING FENCE POSTS WHERE .'. _ I UNDAMAGED RFPOCF FFNCF MATERIAL AND U Q 1B"SS _ / l ! Y 1-48' SSMH SHT D-1 QO! DAMAGED FFNCF POSTS WITH IIKF WND. PROVIDE h - 1q 1 l �• / �T I I j / / l (\ .�+Y TEMPORARY FENCING AS REQUIRED DURING W U) 1TW �l CONSTRUCTIM SEESUPPLEMENTARY hW I -- OD INFORMATION, OT DETAIMS ElOANDRD&20. N C '�/ �1 J / t€ \ Y y. y /ppLE SIGH•& 2 AT SSMH SI INSTALLA 3' LONG IS DIAMFIF0. F Ali / % / / I >-"� / 1 I / KMS OI'H MP E5' T //\/J _ Pvc STUB Ps 1151 WITH BELL END U / m '/� le"S/�Is8 =2S .<_ 301 UPSTREAM FOR FUTURE CONNECTION. INSTALL 2' Q SEE NOTES /0 / To IS / / / /ELEC ` 4/ bbi00 LONG I8" DIAMF ER WC STUB IN THE BELL END JBO i / 3 - Wy WITH GASKETED END CAP TO SEAL THE PIPE. F / �' ��' I I l I / �/ r � ib / /J1 3. INSTALL CASING VIA AUGER BORING 3 �� 144 LF 36"MIN STL i'•% / j /� TMENCHLESS METHOD. \/ p CASING SEENOTES 1 �,n�� 4. CONTRACTOR TO INSTALL TEMPORARY - &OET1 SHTO"2 / b/ j �i �/ �L � CIXJSTRIICTIIXJ ENTRANCE (TCE) PE0. DETAIL 1, - / j Y: / j LJ / .,SIZE lS REEMING PR �O SON Ga, INCLUDING TEMPORARY CULVERT FOR / ✓. Q'0 Y -W-- / / Ai i SSMH 51 DITCH AS REQUIRED TO ACCESS BORE PLT FROM I -f - ....I, / / / / / 3 NB66146.1B BITCH EIR PF0.CONTRAONSOF ]ANF / %� I �y T 'T' � sgo / \ CEL �aOWER SITE L 4 E4284930.68 CWNNS FACILITWAY PT CONDITI NSOF J/ T/ I / / p / � /' / p' DFVFLOPAND SUBMIT FOR REVIEW A TRAFFIC /FURNISH&INSTALL: CEONTVELOP PIAN (TCP) FC0. VFHICL6 ENTERING - 4 E%IST WETLAND NP .t N / / / /TEMP ESMT AREA \\ _v MND' 1-48' SSMH AND F%ITING THE TCF. COUNTY APPROVAL FOR SEE NOTE 5 N AC ,'0 TCP IS REQUIRED PRIOR TO CONSTRUCTING / N' /Y ACCESS. SFE SECTION B OF SPECIAL PROV SI0N5 l \ % j / % / O , \ i DO NOT OMPURB Sl AND SUPPLEMENTARY INFORMATION FOR ` / �/ I 1/ gip/ / / �ti DUST CELL TOWER / J REQUIREMENTS AND PERMIT COND17MS �yy/�JJ/��///�j^ � �// '//� //q /� / ��� � FACILITIES& ENCLOSURE S. SFE IONSINCLUD DINSANLEMENTT � INF CONDITIONS MR RE INSUPPLEMENTARYREGARDING EGARD WORRINTION FORREXIS"-FNTS REGARDING / WO0.KIN AND NFA0. E%]STING WETIANM. R 1,� ty�� l / /i/g� lJ /�iM. so \ I ". 1 q° N866193 00 i i 6. CONTRACTOR TO POTHOLE EXISTING GAS LINE / / :': / / / /: E4284221.98 PRICATOBUMINNINGANY TRUNK SEWER INSTALL // `/ !/✓/ f.. / / }{ \ >. / / / / FURBISH &INSTFLL: WO0.KTOALLOW FO0.DESIGNIONSA / / / .( 1 �`/ / / /� / Y f 1-48"SSMH AD]USTMENT/0.ELCCATIONS AS NEEDED. IT 15PLAN RECOMMENDED TO PERFORM POTHOLE WORK IN / / / 1 "/I A / / / / / THE SUMMERCF 2023, DEPENDENT UPON TIMINGSCALE: 1'=20' OF EASEMENTS BEING ACQUIRED. COORDINATE WITH NWN TO HAVE THEIR WATCHER ON SITE CASING A. Cf51NG A WHILE WORK IS BEING COMPLETED SO 190+80 191+00 191+20 191+90 191+f0 191+80 192+00 192+20 192+90 192+60 192+80 143+00 193+20 193+90 193+60 193+80 199+00 199+20 199+90 199+f0 199+1W 195+00 145+20 195+90 PROFILE 90% - SU BM ITT SCALE: 1'=20'HJRQ•1'=5'VERT CITY PROJECT NUMBE 590 1 535 530 525 520 515 510 505 SO 190+80 191+00 191+20 191+90 191+f0 191+80 192+00 192+20 192+90 192+60 192+80 143+00 193+20 193+90 193+60 193+80 199+00 199+20 199+90 199+f0 199+1W 195+00 145+20 195+90 PROFILE 90% - SU BM ITT SCALE: 1'=20'HJRQ•1'=5'VERT CITY PROJECT NUMBE 1 �I EXIST G0.@CIL IEE ____ _ GO GO + I I I I I I N.a9 tW TRENCH I I Z DAM I ywl �_ I I I I 144 IF 36" MIN SIN. CASING ® SIP -0.50% I 214 IE 18' VAC @ SI➢=0.12% 16] IF 18" WC ® SI➢=0.50% F I j � SIF 18"WC 239 LF 36 IN STL CASING49 SLP 50 % STA 1 1+28 5TA 142+95 M9 RIM= 30.62 RIM -531.16 RIM 533.13 275LFIW C I 18"(sE)=5 .63 IENN)18'(E)=569.5] IE(I )18'(EJ-509.93 SLV=O. W% IE E OU 18' NW 08.53 ]E WT IB" NW 509.4] IE O T 18" W -50983 SO 190+80 191+00 191+20 191+90 191+f0 191+80 192+00 192+20 192+90 192+60 192+80 143+00 193+20 193+90 193+60 193+80 199+00 199+20 199+90 199+f0 199+1W 195+00 145+20 195+90 PROFILE 90% - SU BM ITT SCALE: 1'=20'HJRQ•1'=5'VERT CITY PROJECT NUMBE FINALSAW CIT AFTER TRENCH IN PAVED OR TRENCH OUTSIDE PAVED 1.50" GRAVELED AREAS OR GRAVEL AREAS TEE CUT V -0 -(MEASURED AA QB FROM EDGE OF ACTUAL EXCAVATED TRENCH), COMPACTION, & PRIOR OO OO OO SEE NOTE ] TO FINAL PAVEMENT +'f]P` ��/ _ FINALSAW CIT AFTER EXIST BASE ROCK 2e"�" 1.50" 25% TO SO% TRENCH BACKFILL& 0% TO 5% y� 0% TO 2% #200 COMPACTION, & PRIOR VARIES 5 TO FINAL PAVEMENT +'f]P` ��/ _ SYMBOL RESTORATION (-R 0 o, NS Po0.REQ'D y �»+( FIST AC THICKNESS COMMON (NATIVE) TRENCH VARIES, REPLACE +.+ (D BACCRLL, SEE PLANS MR REMOVED AC W/ 6' NFN FIRST CUT REQ'D LOCATIONS H.. OR MATCH EXIST _ NOMINAL PIPE DIA THICKNESS, WHICHEVER IS GREATER ��'!:('[:,'!:,'! 2 O (CDR FURNISH& INSTALL CONTROLLED DENSITY RLL CDR TRENCH BACCRLL TO PAVEMENT BASE. .a NOTES 1, FOR TRENCHES OUTSIDE PAVED OR GRAVEL AREAS REMOVE AND STOCKRLE THE TOP 12 INCHES OF TOPSOIL MR REUSE AS SURFACE RESTORATION. 2. USE %'-0' PIPE ZONE BACKFILL & BEDDING - ALL LOCATIONS. 3. COMPACT ALL Y4'-0' BACKFILL IN LIFTS TO ACHIEVE 95% OF MAXIMUM TRENCH DENSITY IN ACCORDANCEWETHAASHTOT-93. THETOP3 FEET OF CRUSHED ROCK TRENCH BACKHLLIN PAVED OR GRAVELED AREAS SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY IN ACCORDANCE WITH PASHTO T-93. 4. COMPACT ALL COMMON (NATIVE) BACKHLLIN LIFTS TO ACHIEVE 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH PASHTO T-93. S. REFER TO STANDARD SPECIFICATIONS SECTION 00905 MR BACKFILL/BEDD NG REQUIREMENTS 6. THE TRENCH WIDTH MAY VARY DEPENDING ON THE CONTRACTORS SHORING METHODS DUE TO SLOUGHING OR UNRAVELING OF THE NATIVE SOILS (REFER TO GEOTECHNICAL REPORT IN SUPPLEMENTARY INFORMATION). BACKFILL AND SURFACE RESTORATION SHALL EXTEND THE FULL TRENCH WIDTH TO NATIVE SOIL REGARDLESS OF SHORING METHOD USED. ]. TEE CUT IS NOT REQUIRED IN AREAS WHERE COLD PLANE PAVEMENT REMOVAL AND INLAY IS PERFORMED. 8, AT THE END OF EACH WORKDAY, ALL OPEN TRENCHES SHALL BE COVERED OR ADEQUATELY PROTECTED BY FENCING, 9, EURNISH AND INSTALL TRACER WIRE ABOVE ALL PIPELINES IN ACCORDANCE WITH THE OREGON DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS MR CONSTRUCTION, SECTION 00945. b E, SEE DET 1, THIS SHT FOR BACKFILL&SURFACE RESTORATION REQMTS ABOVE TRENCH DAM GRADE SU BGRADE GEOTEXTILE, SEE NOTE 3 TRENCH DAM o S \�\� INSTAJ-1- MUG UNDISTURBED NATITVEE SOIL TRENCH ELEVATION TRENCH SECTION TYPICAL TRENCH DAM 3 SCALE: HIS PIPELINE BOTTOM OF TRENCH SECTION NOTES CIASS'BBEDDING & PIPE ZONE BACKHLL SUBGRADEGK1TEXTILE, SEE NOTES 2Y4' -Y4' CR SUBGRADEGK1TEXTILE, SEE NOTE 3 GRADING REQUIREMENTS EXIST BASE ROCK 2e"�" 1.50" 25% TO SO% 0.50" 0% TO 5% y� 0% TO 2% #200 �� VARIES 5 TRE CH BAC C0. TRENCH BACKRLL, +'f]P` ��/ _ SYMBOL BACKRLLREOUIREMENTS 0 o, NS Po0.REQ'D y �»+( LSEE OCATI LOCATI9o; 1 +.+ (D FURNISH &INSTALLY'-O'TRENCH BACKFILL TO PAVEMENT BASE OR EXISTING GRADE. N ..a aoob.00g NOMINAL PIPE DIA 2 O (CDR FURNISH& INSTALL CONTROLLED DENSITY RLL CDR TRENCH BACCRLL TO PAVEMENT BASE. .a °. .'wao POPE ZONE CDF BACKFILL TO BE COMPRESSIVE TESTED IN ACCORDANCE WITHASTM D4832. IACKFIL HPE ZONE DIA+1.0' O FURNISH &INSTALL COMMON (NATIVE) TRENCH BACKFILL TO l2' BELOW PUNISH GRADE. BACKFILL, SEE NOTE 2 w �T PVCSEWE0. SYMBOL SURFACE RESTORATION REQUIREMENTS %'-0' CR BEDDING 12'MEN 0.EPLFCE REMOVED ASPHALT WITH 6'THICK LEVEL 3,'DENSE HMAC O0. MATCH EXISTING DIA +24' A THICKNESS, WHICHEVER IS GREATER. PLACE IN3'THICK MAXIMUM LIFTS. FOR N. AC SURFACES MIN BRING Ya" -0" BACKFILL TO GRADE. Ory QB REPLACE TOP I2' DEPTH OF BACKRLL WITH STOCKPILED TOPSOIL. KNISH TRENCH SURFACE TO rZ MATCH ORIGINAL CONTOURS. REPLACE EXISTING LANDSCAPING. o TYPICAL TRENCH & SURFACING DETAIL N SCALE: NTS b E, SEE DET 1, THIS SHT FOR BACKFILL&SURFACE RESTORATION REQMTS ABOVE TRENCH DAM GRADE SU BGRADE GEOTEXTILE, SEE NOTE 3 TRENCH DAM o S \�\� INSTAJ-1- MUG UNDISTURBED NATITVEE SOIL TRENCH ELEVATION TRENCH SECTION TYPICAL TRENCH DAM 3 SCALE: HIS PIPELINE BOTTOM OF TRENCH SECTION NOTES CIASS'BBEDDING & PIPE ZONE BACKHLL SUBGRADEGK1TEXTILE, SEE NOTES 2Y4' -Y4' CR SUBGRADEGK1TEXTILE, SEE NOTE 3 GRADING REQUIREMENTS SIEVE SUE 2e"�" 1.50" 25% TO SO% 0.50" 0% TO 5% 0.25" 0% TO 2% #200 0% TO 1% 1. WHERE DIRECTED BY THE ENGINEER, OVEREXCAVATE THE TRENCH BOTTOM TWO (2) FEET DEEP (ORAS DIRECTED BY THE ENGINEER) AND INSTALL SUBGRADE GEOTEXTILE AND 2):"-Y4' CRUSHED ROCK. 2, 2Y4' -Y4' CRUSHED ROCK FOR SUBGRADE STABILIZATION SHALL MEET THE GRADING REQUIREMENTS SHOWN IN THE TABLE ABOVE AND ALLOTHER REQUIREMENTS FOR BASE AGGREGATES. SEE SPECIRCATIONS SECTION 00405. 3. SUBGRADE GEOTEXIILE SHALL BE A W WEN GEOTEXTILE MEETING THE REQUIREMENTS OF AN PASHTO M288-05 CLASS 2 GEOTEXIILE. MIIRAFI LION, OR APPROVED EQUAL. 9.PLACE SUBGRPDE STPBIII2AT[ON ROCK IN HORIZONTAL LAYERS WITH LOOSE THICKNESS NOT EXCEEDING 12 INCHES AND COMPACT EACH LAYER WITH A MINIMUM OF THREE PASSES USING MACHINE OR HAND OPERATED PNEUMATIC OR MECHANICAL TAMPERS. TRENCH SUBGRADE STABILIZATION SCALE: NTS NOTES: 1. CONSTRUCT TRENCH DAMS WITH BENTONE E. DO NOT USE TOPSOIL FOR FELLING BENTONITE. 2. INSTALL TRENCH DAMS AT THE LOCATIONS SHOWN IN THE TABLE. COORDINATE RNAL LOCATION OF TRENCH DAM WITH RECD ENGINEER. 3. WRAP TRENCH DAM WITH SUBGRPDE GEOTEXTRE. SU BGRADE GEOTEXTILE SHALL BE WOVEN GEOTEXTRE MEETING THE REQUIREMENTS OF AN PASHTO M288U5 CLASS 2 GEOTEXTRE, KRAFT 140N OR APPROVED EQUAL 4. TOP OF TRENCH DAM SHALL BE 3 FEET ABOVE TOP OF PIPE WHERE NATIVE TRENCH BACKFILL IS USED WHEN GRANULAR TRENCH BACKFILL IS USED, EXTEND TOR OF TRENCH DAM TO 2 FEET BELOW FINISHED GRADE. 90%-S V-0- OC FOR CARRIER RIM OR AS RECOMMENDED BY HER MIN 3 �OKI W1 SAND, SEE NOTE - 12THK IW -0- CR COMPACTED TO CASING INSU LATORS IM% MAX DENSITY IN ACCORDANCE wl Rusuc SMOG EXIST GR W1 AASNTO-T99 3% MAX CROSS SIR CAS HS ENE" " 4+Ea} >'S '•• 'u,P �9. ;aJy,i•'� c s ,BS.a,...a45.17 CASING STLCASING,%§ MIN WALL 0 THICKNESS DIAMETER AS q& SHOWN ON PLANS, SEE S PIANS, PROFILES & NOTES 4 6' MIN CEMENT GROUT CAP WE b 3. CONTRACTOR TO VERIFY CASING SIZES PRIOR TO SIZING AND ORDERING CASING INSULATORS. NEW PVC PIPE 9ELL/RTTING PROTECTION AGENCY REQUIREMENTS. 2'MAX _ (WPM END) PIPE2ONE MATL 0 16' MIN -36' MAX n To FIRST CARRIER PIPEPE EACH END Q OFCASLNG ING (lVP FA END) a w PROVIDE MAX CIA BETWEEN CASING n &TOP OF SKIDS PER HER REQUIREMENTS OR RECOMMENDATIONS "s 0 V-0- OC FOR CARRIER RIM OR AS RECOMMENDED BY HER MIN 3 �OKI W1 SAND, SEE NOTE - 12THK IW -0- CR COMPACTED TO CASING INSU LATORS IM% MAX DENSITY IN ACCORDANCE wl Rusuc SMOG EXIST GR W1 AASNTO-T99 3% MAX CROSS SIR CAS HS ENE" " 4+Ea} >'S '•• 'u,P �9. ;aJy,i•'� c s ,BS.a,...a45.17 CASING n SECTION A ISCALE: CASING INSULATOR W/ CENTER 0 CONFIGURATION SPODE q& (SEE SPECS SECTION OO4W), S SEE NOTE 3 n SECTION A ISCALE: NIS - 0 CASING NOTES: q& S 6, PRIOR TO FILLING CASING WITH SAND, FILL GARNER PIPE WITH WATER TO PREVENT CARRIER HPE 4 1, ANSE/AWWA CHID STEEL CASING. 2, PROVIDE 2' MINIMUM CLEARANCE BETWEEN CASING AND CARRIER HPE BELLS AND APPURTENANCES. b 3. CONTRACTOR TO VERIFY CASING SIZES PRIOR TO SIZING AND ORDERING CASING INSULATORS. 4. CASING SHALL BE RUED WITH FINE CLEAN DRY SAND CAREFULLY AIR BLOW N IN SUCH A WAY AS TO ELIMINATE ANY VOIDS. MR BLOWN SAND W ERATIONS SHALL MEET DEQ AND LANE REGIONAL AIR PROTECTION AGENCY REQUIREMENTS. S� S. CARRIER PIPE INSTALLED WITHIN BORE PRS SHALL BE INSTALLED WRHTHE SAME BEDDING AND &ACKPLL REQUIREMENTS AS HPEIINES. SEE TYHCALTRENCHSECTION. q& 6, PRIOR TO FILLING CASING WITH SAND, FILL GARNER PIPE WITH WATER TO PREVENT CARRIER HPE 4 FROM RISING DURING THE SAND BLOWING PROCEDURE. CASING DETAIL SCALE: MS i RK DENSE By TOPS 12' OF SUBGRADE TO 95% J//// 12'MIN, OR AS OIREQEO MAXMA% DENSITY IN ACCORDANCE BY THE ENGINEER W/PASHTO-T99 SUBGRADE GEOTE%RLE FABRIC OVEREKCAVATE FOR SUBGRADE MIRAFI ERIN OR APPVD EQ STABILIZATION WHERE DIRECTED BY THE ENGINEER AND PLACE 2y' -Y4' CR WRAPPED IN SU BGRADE GEOTEKTILE FABRIC NOTES: 1. CLEAR AND GRUB AS REQUIRED MR ACCESS ROAD AND TURNOUTS. 2 ALL TURNOUTS TO HAVE GRANULAR COMPACTED SURFACE AS PER THIS DETAIL 3. PREPARE EXIST SUBGRADE BY COMPACTING TOP 12' AND GRADING TO REQUIRED CROSS-SLOPEPRIC0. TO PLACING CRUSHED ROCK SURFACING. 4. MLIOWI NG COMPACTION OF SUBGRADE, PROOF ROLL SU BGPADE WITH A LOADED WATER TRUCK OR EQUAL TO IDENTIFY SOFT AREAS. THE ENGINEER WILL WITNESS THE PROOF ROLLING AND WILL IDENTIFY AREAS REQUIRING OVER EXCAVATION AND SUM RADE STABILIZATION. S SEE DETAIL; SHEET D-1 MR 2A'�' SUBGRADE STABILIZATION CRUSHED RNC REQUIREMENTS. 6. AT NEW CULVERT LOCATIONS, BUILD UP KNISH GRADE OF ACCESS ROAD TO PROVIDE A MINIMUM OF 12 INCHES OF COVER FROM TOP OF CULVERT TO KNISH GRADE, OR AS RECOMMENDED BY THE CULVERT MANUFACTURER MR H -W LOADING. EXTEND BUILT UP ACCESS ROAD IO FEET MINIMUM EACH SIDE OF CULVERT. TYPICAL GRAVEL ACCESS ROAD -SECTION SCALE: NTS - 90%-S n 0 b C MH FRAME & COVER PER CRY OF SPRINGFIELD SID DET #4-1 STANDARD 48" PRECAST MANHOLE E: NTS >a CONC GRADE RINGS AS REQ'D IN STREETS, MH FRAME & COVER MR QTY OF S' 12' MAX, 4' MIN GROUT JOINTS PRECAST CONCENTRIC CONE _ `rte CONDITIONS BY MANUFACTURER ALL JOINTS SHALL BE MORTARED W/ NON -SHRINK STD PRECAST MH SECTION GROUT INSIDE, & EXTERIOR OF JOINTS SHALL BE WITHOUT ISOMER RUNGS g+ WRAPPED W/ 9' WIDE GATOR WRAP PRE -FORMED BITUMASTIC SEAL OR MIN SELECT COMPACTED CRUSHED ROCK CONFINED O-RING JOINTS BACKHLL PER TVP TRENCH DET FORM SMOOTH GROUT CHANNEL SI INSIDE MH, TROWEL FINISH -E=1:12 E/E IV MIN USE KOR-N-SEAL, MR RPE � LD STD DET #4-2 SPRINGFIELD CONNECTIONS AT MH WALL m Z NOTES: PRECAST MH BPSE W/ 1'-0' MIN WIDE EXTENDED BASE COWR 0. PIPE DEFLECTION SHOWN IS AF THAN 8 DEEP, USE FIAT TOP �—SEWER MANHOLE INSTEADD OCONCENTRIC CONE. PLAN COMPACTED JB' 0' CRUSHED ROCK VARIES f 2. CHANNELS TO BE FORMED TO FACILITATE FLOW MR CITY OF SPRINGFIELD STANDARD DETAIL #4-2 3. OPENINGS FOR PIPE SHALL BE PREFORMED OR ECCENTRIC CONE OR FIAT TOP, IF REQ'D CORED BY THE MANUFACTURER. AWVD GASKET MATERIA, TYP 4. MANHOLE RIM FINAL GRADE SHALL BE AS FOLLOWS: A. IN ROADWAY: MATCH FINISH GRADE OF ROAD. TYPICAL TRENCH DETAIL B. OUTSIDE OF ROADWAY: 3' ABOVE FINISH GRADE 4' DIA SECTIONS AS REQ'D OF ADJACENT GROH ND SURFACE. 5' MIN 5, FOR GATOR WRAP REQUIREMENTS, SEE SPECIAL PE0. MF0. PROVISIONS SECTION 00470. STANDARD 48" PRECAST MANHOLE E: NTS MINIMUM WALL THICKNESS >a REDUCINGTOPSIAB TOBE DESIGNED& MH FRAME & COVER MR QTY OF S' CONSTRUCTED FOR DEPTH & TRAFFIC SPRINGFIELD STD DET #4-1 _ `rte CONDITIONS BY MANUFACTURER CHANNELS TO BE FORMED TO FACILITATEFLOW, PER CITY OF � LD STD DET #4-2 SPRINGFIELD J( 0. PIPE DEFLECTION SHOWN �—SEWER SE PIPE PLAN SET FRAME IN NON -SHRINK GROUT GRADE RINGS 3' MIN & 12' MAX HEIGHT ECCENTRIC CONE OR FIAT TOP, IF REQ'D AWVD GASKET MATERIA, TYP SELECT COMPACTED CR BFILL PER TYPICAL TRENCH DETAIL 4' DIA SECTIONS AS REQ'D 5' MIN PE0. MF0. i.. SEE TABLE FOR MIN THICKNESS —E0"-7V—..DESIGN BARREL REI NFORCING FOR ALL IDLES SHALL BE CONDITIONS, PER MFR MORTARED NON -SHRINK INSIDE EXTERIOORR DE ,I 1. SLOPE SHELVES 1:12, IS- MIN WIDTH OF JOT OF OINTS SHALL BE 1 WRAPPED W/9'WIDE .� MAKE BOO' GATOR WRAP (NIDE ANNW/KO0.-N-SEAL INSIDEANNULAR SPACE W/ NON BRINK GROUT NON FORM GROUT CHANNEL TO TOP OF PIPE MINIMUM WALL THICKNESS MEDIA THICKNESS %' S' W. 6' R' ]' 1'MIN I I 1-6 FAN ...I NOTES: 1'MIN 1. ROTATE TOP SECTION OF THE MANHOLE TO LOCATE FRAM PRE -CAST MH BASE W/ � y.VAR]ESy " AND COVER OUTSIDE OF THE WHEEL PATH OF THE TRAVEL V-0MINA BASE COLLAR WIDE EXTENDED W -W CRED LANE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. BASECOLLAR %s'-0' C0. 2. OPENINGS FOR RIFE SHALL BE PREFORMED OR CORED BY SECTION THE MANUFACTURER 3. MANHOLE RIM FINAL GRADE SHALL BE AS FOLLOWS: A. IN ROADWAY: MATCH FINISH GRADE OF ROAD. B. OUTSIDE OF ROADWAY: 3' ABOVE FINISH GRADE OF ADJACENT GROUND SURFACE. STANDARD 60"-72" PRECAST MANHOLE i21 SCALE: NTS 90%-S APPROK EG -\ N RNSH& INSTALL COMMON (NATNE) TRENCH BACKFILL, SEE NOTE 1 & DET 1, SHE D-1 1 PRESERVE EXESUNG TOP 2 -FEET OF CREEK BED MATERIAL STOCKMI-E CREEK BED MATERLALAWAY FROM RACE MATERIALS TO PREVENT ANY INTERMIXENG, PEACE K CREEK BED MATERIALTO ORIGINAL DEPTH AND 0 m SEE NOTE 1 BANKS PER DET 1, SHE D-5 COW CAP, SEE DET 2, THIS SET NRN15H & INSTALL 3/4"-0 PIPE ZONE BACKFILL & BEDDING, SEE DET 1, 5HT D-1 PIPE INSTALL FOR CREEK CROSSING i1 SCALE: MS C-3 TRENCH DAM, WE, SEE DET 3, SET D-1 END ✓EMI - 11 1 SCE VIENl CONCRETE CAP iz1 SCALE: NTS 90%-S 0 0 b C LOOSE SUPPLEMENTARY RIPRAP, CLASS So WILLOW BUNDLE, WE, SEE NOTE 5 INSTALL BUNDLE AT ANGLE BETWEEN 45• &60• FROM HORIZONTAL REWORKED, NATIVE CREEK BED & BANK MATERIAL NOTES: 1. WILLOW BUNDLES SHALL BE INSTALLED AT TIME OF RURAP CONSTRUCTION. 2. SPACING SHALL BE APPROXIMATELY 36' ON CENTER AS RIPRAP ALLOWS. MUST SPACING AS NECESSARY TO ACCOUNT MR WOODY DEBRIS, 3. APPROXIMATELY 80% OF BUNDLE LENGTH TO BE BELOW SURFACE OF RIPRAP. 4, BURIED ENDS OF BUNDLES SHOULD BE IN CONTACT WITH NATIVE SOIL, STANDING WATER OR MOIST ZONE NEAR BOTTOM OF RURAP REVETMENT EXCAVATION. S. PROVIDE 3 TO 5 STAKE CUTT NGS PER BUNDLE, SECURED WITH BIODEGRADABLE COIR TWINE AT 3 POINTS, AS SHOWN, INSERT WIN BUDS POINTING UP. PROVIDE STAKE CUTT NGS PER DETAIL 2, THIS SHEET. 6. FINISHED GRADE OF REWORKED, NATIVE CREEK BED AND BANK MATERIAL AND SUPPLEMENTAL RIPUP (WHERE NECESSARY) SHALL GENERALLY MATCH EXIST NG GRADE AND SLOPE OF CREEK BANKS. W HERE RIPRAP IS NEEDED PROVE ORDINARY HIGHWATER ELEVATION, INSTALLA MINIMUM OF 18" BELOW FINISHED GRADE. WILLOW BUNDLES IN RIPRAP SCALE WE b 48' MIN '-1" DISCARD T[P OF w NI 8' TO 12' FLAT BASALCUT CUT Ya' TO 1' ABOVE TOP OF DORMANT BU D AT 45• ANGLE CORMANT BUD, NP MIN 2 DORMANT BUDS PER FT OF LENGTH 1. HARVEST AREA TO BE WITHIN SAME ECO -REGION AS PRO]ECTAREA. 2. CUT FROM VIGOROUS 1- 3 YEAR OLD HOOD ON RANTS GROWING IN FULL -SUNLIGHT. 3. IMMEDIATELYREMOVE ALL LATERAL BRANCHES AND CUT LEADER (PPICAL STEM) APPROXIMATELY W - IV DOWN STEM FROM UP LEADER 4. STORE MOT—ED AT 32° - 42• FAHRENHEIT FOR UP TO 4 MONTHS, OR BEFORE DORMANT BUD DEVELOPMENT. SPIE CUTTING NATIVE TRENCH BULL 1. NON PAVED SURFACES SHALL BE RESURFACED TO MATCH EXISTING. FINISH TRENCH SURFACE TO MATCH ORIGINAL CONTOURS. REPLACE EXIST IANDSC4RNG 2. CUT SOD WITH SOD HARVESTING EQUIPMENT AND STOCKPILE BESIDE TRENCH. 3. EXCAVATE TOPSOIL AND STOCKPILE BESIDE TRENCH, SEPARATE FROM MD. 4. PROTECT EXIST WETLANDS AND GRASS AREAS WITH GEOTEKTILE BENEATH PSOIL STOCKPILES, 5. RJMISH AND INSTALLCIASS'A' NATIVE TRENCH BACKFILL TO 1' BELOW FINISH GRADE COMPACTED TO 95% MAXIMUM DENSITY PER PASHTO T-93. 6. REPLACE TOPSOIL AND STOCKPILED SOD TO MATCH ORIGINAL LANDSCAPE AND CONTOURS. ]. SEE NOTE 8 ON SHEET G-5. TYPICAL WETLANDS AND GRASS AREAS SURFACE RESTORATION 3 SCALE: NTS - 90%-S