14 ITEM GRANULAR EMBANKMENT, A C 7 ITEM 659-6" TOPSOIL 13 NORMAL SECTION 1 (TYP) 1 (TYP) VARIES

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2 3-6" 4 -" RNDG. VARIES SEE CROSS SECTIONS BENCHING AND BACKFILL DESCRIPTION CONSTRUCT THE EXCAVATION FROM THE TOP DOWN. EXCAVATE THREE BENCHES EXTENDING 1.5 FEET INTO THE FOUNDATION BETWEEN STATION 187+ AND STATION REPLACE WITH: A. DUMPED ROCK FILL, TYPE D B. GRANULAR MATERIAL, TYPE E, AS PER PLAN (NO. 1 AND NO. 2 AGGREGATE, 5-5 MIX) EX. GUARDRAIL EX. CURB.125 C. AGGREGATE BASE D. GRANULAR EMBANKMENT, NO. 8 E. LIME STABILIZED EMBANKMENT MIX THE EXCAVATED SOIL WITH 5% QUICKLIME PER ITEM 25 8 LIME STABILIZED EMBANKMENT. INSTALL A DRAIN PIPE ON THE UPPER BENCH WITH A PRECAST CONCRETE OUTLET. USE A B C 9 GRANULAR MATERIAL, NO. 8 AGGREGATE IN THE DRAINAGE LAYER AREA ACCORDING TO GB-2. TAPER THE PROPOSED EMBANKMENT SO AS NOT TO ENCROACH UPON THE WETLANDS. I:\Pd\96143\roadway\sheets\96143GY1.dgn 23-JUL-215 2:9PM tbolenba TRANSITION SECTIONS APPLIES RT STA TO STA = 25 FT. TOTAL = 25 FT OFFSET FROM R/W U.S A C 14 B 13 NORMAL SECTION APPLIES RT STA TO STA = 325 FT. TOTAL = 325 FT. 8 -" 1 -" 1 -".1 18" 8 -" 3-6" 4 -" RNDG " " VARIES VARIES SEE CROSS SECTIONS " 15 1 (TYP) 1 (TYP).1 A C B 9 1 VARIES " LIFTS 3" REPAIR/REPLACE WETLAND FENCE. REPAIR/REPLACE EXISTING GUARDRAIL WITH MGS STANDARDS. INSTALL CONCRETE CURB ALONG EDGE OF SHOULDER PAVEMENT. EXISITING LEGEND 12" PORTLAND CEMENT A CONCRETE PAVEMENT B 6" AGGREGATE BASE 16" LIME STABILIZATION C SUBGRADE PROPOSED LEGEND 1 ITEM FULL-DEPTH PAVEMENT SAWING 2 ITEM " FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1 3 ITEM 34-6" AGGREGATE BASE 4 ITEM 24 - SUBGRADE COMPACTION 5 ITEM 69 - CURB TYPE 6 6 ITEM 66 - GUARDRAIL, TYPE MGS 7 ITEM 659-6" TOPSOIL 8 ITEM SEEDING AND MULCHING 9 ITEM 25 - LIME STABILIZED EMBANKMENT 1 ITEM 34-12" AGGREGATE BASE 11 ITEM 23 - GRANULAR MATERIAL, TYPE E, AS PER PLAN (NO. 1 AND NO. 2 AGGREGATE) 12 ITEM 61 - DUMPED ROCK FILL, TYPE D 13 ITEM 69 - GEOTEXTILE FABRIC, TYPE A 14 ITEM 23 - GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) 15 ITEM 611-6" CONDUIT, TYPE E, AS PER PLAN 16 ITEM 65-4" BASE PIPE UNDERDRAIN DEF TYPIC A L SECTIO NS 2

3 EXISITING LEGEND 54.5 OFFSET FROM R/W U.S " 3-6" VARIES SEE CROSS SECTIONS A 12" PORTLAND CEMENT 4 -" CONCRETE PAVEMENT RNDG. 1 SEE DETAIL ON SHEET 2 B 6" AGGREGATE BASE C 16" LIME STABILIZATION SUBGRADE A B C 8 -" PROPOSED LEGEND I:\Pd\96143\roadway\sheets\96143GY2.dgn 23-JUL-215 2:9PM tbolenba 8 -" TRANSITION SECTIONS APPLIES RT STA TO STA = 25 FT. TOTAL = 25 FT. VARIES TO EX. SHOULDER 54.5 OFFSET FROM R/W U.S. 24 VARIES 3-6" TO 3-9" 1 TO 9-9" 4 -" RNDG. 6 5* 16 A C B * - CURB ENDS AT STA RT TRANSITION SECTIONS APPLIES RT STA TO STA = 5 FT. TOTAL = 5 FT. 8 -" 1 (TYP) 1 (TYP) 8 -" VARIES VARIES SEE CROSS SECTIONS SEE DETAIL ON SHEET 2 8 VARIES ITEM FULL-DEPTH PAVEMENT SAWING 2 ITEM " FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1 3 ITEM 34-6" AGGREGATE BASE 4 ITEM 24 - SUBGRADE COMPACTION 5 ITEM 69 - CURB TYPE 6 6 ITEM 66 - GUARDRAIL, TYPE MGS 7 ITEM 659-6" TOPSOIL 8 ITEM SEEDING AND MULCHING 9 ITEM 25 - LIME STABILIZED EMBANKMENT 1 ITEM 34-12" AGGREGATE BASE 11 ITEM 23 - GRANULAR MATERIAL, TYPE E, AS PER PLAN (NO. 1 AND NO. 2 AGGREGATE) 12 ITEM 61 - DUMPED ROCK FILL, TYPE D 13 ITEM 69 - GEOTEXTILE FABRIC, TYPE A 14 ITEM 23 - GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) 15 ITEM 611-6" CONDUIT, TYPE E, AS PER PLAN 16 ITEM 65-4" BASE PIPE UNDERDRAIN DEF TYPIC A L SECTIO NS 3

4 UTILITIES THERE ARE NO UNDERGROUND UTILITIES SHOWN ON THIS PLAN. REVIEW OF DRAINAGE FACILITIES BEFORE ANY WORK IS STARTED ON THE PROJECT AND AGAIN PERSONAL PROTECTIVE EQUIPMENT (PPE) THE CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF ENVIRONMENTAL COMMITMENTS THE ENVIRONMENTAL DOCUMENT WAS APPROVED 2/9/15 AND CALCULATED DTS CHECKED JLG THE NATURE OF THE WORK REQUIRED BY THIS PROJECT WILL BEFORE FINAL ACCEPTANCE BY THE STATE, REPRESENTATIVES SECTIONS III AND X OF THE OHIO DEPARTMENT OF CONTAINED THE FOLLOWING CONSTRUCTION RELATED ITEMS NOT AFFECT ANY KNOWN UNDERGROUND UTILITIES THAT EXIST OF THE STATE AND THE CONTRACTOR, ALONG WITH LOCAL TRANSPORTATION SAFETY & HEALTH STANDARD OPERATING THAT THE CONTRACTOR AND PROJECT ENGINEER ARE TO UNDER OR ADJACENT TO THE WORK AREA. REPRESENTATIVES, SHALL MAKE AN INSPECTION OF ALL EXISTING PROCEDURE 22-6(SP) EFFECTIVE: JUNE 1 29 ENSURE ARE CARRIED OUT. IF THEY CANNOT BE FOLLOWED SEWERS WHICH ARE TO REMAIN IN SERVICE AND WHICH MAY BE (EXCEPT AS AMENDED BELOW) AND ALL SUBSEQUENT UPDATES THE DISTRICT PLANNING AND PROGRAM ADMINISTRATOR CLEARING AND GRUBBING AFFECTED BY THE WORK. THE CONDITION OF THE EXISTING POSTED AT THE FOLLOWING WEB SITE: SHOULD BE NOTIFIED IMMEDIATELY. CONDUITS AND THEIR APPURTENANCE SHALL BE DETERMINED ALTHOUGH THERE ARE NO TREES OR STUMPS SPECIFICALLY FROM FIELD OBSERVATIONS. RECORDS OF THE INSPECTION ALL WORK AND STAGING OF EQUIPMENT AND MATERIALS WILL MARKED FOR REMOVAL WITHIN THE LIMITS OF THE PROJECT, A SHALL BE KEPT IN WRITING BY THE STATE. POLICIESANDSOPs/22-6(SP).pdf OCCUR ONLY WITHIN THE EXISTING ROADWAY RIGHT-OF-WAY. LUMP SUM QUANTITY IS INCLUDED IN THE GENERAL SUMMARY NO WORK OR STAGING OF EQUIPMENT AND MATERIALS WILL FOR ITEM 21, CLEARING AND GRUBBING. ALL PROVISIONS ALL NEW CONDUITS, INLETS, CATCH BASINS, AND MANHOLES III. HEAD PROTECTION (HARD HATS) OCCUR WITHIN A STREAM, DITCH, OR WETLAND. AS SET FORTH IN THE SPECIFICATIONS UNDER THIS ITEM ARE CONSTRUCTED AS A PART OF THE PROJECT SHALL BE FREE OF INCLUDED IN THE LUMP SUM PRICE BID FOR ITEM 21, ALL FOREIGN MATTER AND IN A CLEAN CONDITION BEFORE THE ALL PERSONS WITHIN THE RIGHT-OF-WAY OF ANY HIGHWAY PRIOR TO CONSTRUCTION, SILT FENCE MUST BE PLACED CLEARING AND GRUBBING. PROJECT WILL BE ACCEPTED BY THE STATE. OR ANY OTHER TYPE OF ROADWAY OR CONSTRUCTION SITE ALONG THE WETLAND BOUNDARY SHOWN IN THE PLANS. IT IS WHO ARE EXPOSED TO EITHER TRAFFIC (VEHICLES USING THE VERY IMPORTANT THAT DIRT AND OTHER MATERIALS DO NOT WORK LIMITS ALL EXISTING SEWERS INSPECTED INITIALLY BY THE ABOVE HIGHWAY FOR PURPOSES OF TRAVEL) OR CONSTRUCTION ENTER THE WETLANDS. SEE PLAN SHEET FOR LOCATION MENTIONED PARTIES SHALL BE MAINTAINED AND LEFT IN A EQUIPMENT WITHIN THE WORK AREA, REGARDLESS OF JOB CALLOUTS. COST FOR THIS ITEM IS TO BE INCLUDED IN THE THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONDITION REASONABLY COMPARABLE TO THAT DETERMINED BY TYPE, SHALL WEAR APPROPRIATE HEAD PROTECTION. ALL QUANTITY FOR ITEM 832 EROSION CONTROL. CONSTRUCTION ONLY. PROVIDE THE INSTALLATION AND THE ORIGINAL INSPECTION. ANY CHANGE IN THE CONDITION HARD HATS MUST MEET OR EXCEED ANSI Z TYPE 1 OPERATION OF ALL WORK ZONE TRAFFIC CONTROL AND WORK RESULTING FROM THE CONTRACTOR S OPERATIONS SHALL BE CLASS E - G REQUIREMENTS. BECAUSE OVER 1 ACRE OF GROUND DISTURBANCE WILL OCCUR I:\Pd\96143\roadway\sheets\96143GN1.dgn 23-JUL-215 2:9PM tbolenba ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS. CONTINGENCY QUANTITIES THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK FOR ITEMS DESIGNATED BY PLAN NOTE TO BE USED "AS DIRECTED BY THE ENGINEER" UNLESS AUTHORIZED BY THE ENGINEER. THE ACTUAL WORK LOCATIONS AND QUANTITIES USED FOR SUCH ITEMS SHALL BE INCORPORATED INTO THE FINAL CHANGE ORDER COVERING COMPLETION OF THIS PROJECT. MAINTAIN EXISTING PAVEMENT SLOPES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL EXISTING PAVEMENT SLOPES, UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. EXISTING PLANS EXISTING PLANS ENTITLED PAU/DEF /. MAY BE INSPECTED IN THE ODOT DISTRICT ONE OFFICE IN LIMA OHIO. ROUNDING THE ROUNDING AT SLOPE BREAKPOINTS SHOWN ON THE TYPICAL SECTIONS APPLIES TO ALL CROSS-SECTIONS EVEN THOUGH OTHERWISE SHOWN. PIPE UNDERDRAINS ANY PIPE UNDERDRAINS BROKEN OR DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE STATE. SEEDING AND MULCHING SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL BETWEEN THE RIGHT-OF-WAY LINES, AND WITHIN THE CONSTRUCTION LIMITS FOR AREAS OUTSIDE THE RIGHT-OF- WAY LINES COVERED BY WORK AGREEMENT OR SLOPE EASEMENT. QUANTITY CALCULATIONS FOR SEEDING AND MULCHING ARE BASED ON THESE LIMITS. CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AT NO COST TO THE STATE. PAYMENT FOR ALL OPERATIONS DESCRIBED ABOVE SHALL BE INCLUDED IN THE CONTRACT PRICE FOR THE PERTINENT 611 CONDUIT ITEMS. BENCHING OF FOUNDATION SLOPES ALTHOUGH CROSS-SECTIONS INDICATE SPECIFIC DIMENSIONS FOR PROPOSED BENCHING OF THE EMBANKMENT FOUNDATIONS IN CERTAIN AREAS, NO WAIVER OF THE SPECIFICATIONS IS INTENDED. BENCH ALL OTHER SLOPED EMBANKMENT AREAS AS SET FORTH IN NO ADDITIONAL PAYMENT WILL BE MADE FOR BENCHING REQUIRED UNDER THE PROVISIONS OF SURVEYING PARAMETERS USE THE FOLLOWING VERTICAL POSITIONING AND HORIZONTAL POSITIONING PARAMETERS FOR ALL SURVEYING: PROJECT CONTROL WAS ESTABLISHED USING GPS(VRS), 212A ADJUSTMENT VERTICAL POSITIONING ORTHOMETRIC HEIGHT DATUM: NAVD 88 GEOID: GEOID 9 BENCHMARK ELEVATIONS AND LOCATIONS ARE SHOWN IN THESE PLANS. HORIZONTAL POSITIONING COORDINATE SYSTEM: NAD 83,OHIO STATE PLANE COORDINATE SYSTEM, OHIO NORTH ZONE THE PROJECT WAS SURVEYED USING U.S. SURVEY FEET. X. HIGH VISIBILITY SAFETY APPAREL ALL PERSONS WITHIN THE RIGHT-OF-WAY OF ANY HIGHWAY OR ANY OTHER TYPE OF ROADWAY OR CONSTRUCTION SITE WHO ARE EXPOSED TO EITHER TRAFFIC (VEHICLES USING THE HIGHWAY FOR PURPOSES OF TRAVEL) OR CONSTRUCTION EQUIPMENT WITHIN THE WORK AREA, REGARDLESS OF JOB TYPE, SHALL WEAR A HIGH-VISIBILITY SAFETY VEST THAT MEETS THE PERFORMANCE CLASS 2 OR CLASS 3 REQUIREMENTS OF THE ANSI/ISEA -24 PUBLICATION ENTITLED "AMERICAN NATIONAL STANDARD FOR HIGH VISIBILITY SAFETY APPAREL AND HEADWEAR". WORKERS MAY WEAR AN ANSI CLASS II OR ANSI CLASS III APPROVED RAIN SUIT OR JACKET WITHOUT A SAFETY VEST OVER IT. HIGH VISIBILITY T-SHIRTS, SWEATSHIRTS, OR ZIP UP HOODIES ARE NOT ACCEPTABLE. ALL WORKERS SHALL WEAR A SAFETY VEST OVER THE T-SHIRTS, SWEATSHIRTS, AND ZIP-UP HOODIES, REGARDLESS OF THE THEIR ANSI RATING. AS A RESULT OF THIS PROJECT, A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORMWATER GENERAL PERMIT WILL BE REQUIRED FROM THE OHIO ENVIRONMENTAL PROTECTION AGENCY (OEPA). THE NOTICE OF INTENT (NOI), PREPARED BY ODOT, AND THE OEPA NPDES CONSTRUCTION STORM WATER GENERAL PERMIT SHALL BE PROVIDED TO THE CONTRACTOR BY ODOT PERSONNEL AT THE PRE-CONSTRUCTION MEETING. THE CONTACTOR SHALL BE RESPONSIBLE FOR COMPLETING THE CO-PERMITTEE NOTICE OF INTENT FOR COVERAGE UNDER THE OEPA STORMWATER CONSTRUCTION GENERAL PERMIT AND SUBMITTING TO THE OEPA FOR THEIR APPROVAL, ALONG WITH THE DEVELOPMENT OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), BEFORE CONSTRUCTION ACTIVITY CAN TAKE PLACE. THE CONRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS OF THE PERMIT. DEF G ENERA L NO TES 4

5 ITEM 614, MAINTAINING TRAFFIC THE LEFT HAND, EASTBOUND LANE OF US 24 SHALL REMAIN OPEN TO TRAFFIC THROUGHOUT THE DURATION OF THE PROJECT. LENGTH AND DURATION OF LANE CLOSURES AND RESTRICTIONS SHALL BE AT THE APPROVAL OF THE ENGINEER. IT IS THE INTENT TO MINIMIZE THE IMPACT TO THE TRAVELING PUBLIC. LANE CLOSURES OR RESTRICTIONS OVER SEGMENTS OF THE PROJECT IN WHICH NO WORK IS ANTICIPATED WITHIN A REASONABLE TIME FRAME, AS DETERMINED BY THE ENGINEER, SHALL NOT BE PERMITTED. THE LEVEL OF UTILIZATION OF MAINTENANCE OF TRAFFIC DEVICES SHALL BE COMMENSURATE WITH THE WORK IN PROGRESS. THE CONTRACTOR SHALL PROTECT THE WORK ZONE IN ACCORDANCE WITH THE C&MS, APPROPRIATE STANDARD DRAWINGS AND THE REQUIREMENTS FOR PROTECTION OF DROP OFFS IN WORK ZONES SPECIFIED ON STANDARD CONSTRUCTION DRAWING MT ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH CMS 614 AND OTHER APPLICABLE PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PAYMENT FOR ALL LABOR, EQUIPMENT AND MATERIALS SHALL BE INCLUDED IN THE LUMP SUM CONTRACT PRICE FOR ITEM 614, MAINTAINING TRAFFIC, UNLESS SEPARATELY ITEMIZED IN THE PLAN. THE FOLLOWING ESTIMATED QUANTITIES BEEN INCLUDED IN THE PLANS AND CARRIED TO THE GENERAL SUMMARY ITEM 614, WORK ZONE EDGE LINE, CLASS 1.8 MILE ITEM 622, PORTABLE BARRIER, 32" 44 FT DELINEATION OF PORTABLE AND PERMANENT BARRIER BARRIER REFLECTORS AND OBJECT MARKERS SHALL BE INSTALLED ITEM 614, WORK ZONE IMPACT ATTENUATOR FOR 24" WIDE HAZARDS UNIDIRECTIONAL THIS ITEM SHALL CONSIST OF FURNISHING AND INSTALLING A NON-GATING IMPACT ATTENUATOR. FURNISH AN IMPACT ATTENUATOR FROM THE OFFICE OF ROADWAY ENGINEERING S APPROVED LIST FOR WORK ZONE IMPACT ATTENUATORS, FROM THE ROADWAY STANDARDS WEB PAGE FOR ROADWAY STANDARDS APPROVED PRODUCTS. INSTALLATION SHALL BE AT THE LOCATIONS SPECIFIED IN THE PLANS IN ACCORDANCE WITH THE MANUFACTURER S SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR OR REPLACE A DAMAGED UNIT WITHIN 24 HOURS OF A DAMAGING IMPACT. WHEN BIDIRECTIONAL DESIGNS ARE SPECIFIED, THE CONTRACTOR SHALL SUPPLY APPROPRIATE TRANSITIONS. WHEN GATING IMPACT ATTENUATORS ARE DESIRED, THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER FOR ACCEPTANCE. THE COST FOR THE ADDITIONAL BARRIER REQUIRED FOR A GATING IMPACT ATTENUATOR SHALL BE INCLUDED IN THE COST OF THE GATING IMPACT ATTENUATOR. PAYMENT FOR THE ABOVE WORK SHALL BE MADE AT THE UNIT PRICE BID AND SHALL INCLUDE ALL LABOR, TOOLS, EQUIPMENT AND MATERIALS NECESSARY TO CONSTRUCT AND MAINTAIN A COMPLETE AND FUNCTIONAL IMPACT ATTENUATOR SYSTEM, INCLUDING ALL RELATED BACKUPS, TRANSITIONS, LEVELING PADS, HARDWARE AND GRADING, NOT SEPARATELY SPECIFIED, AS REQUIRED BY THE MANUFACTURER. ITEM 614 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) 1 EACH ITEM LAW ENFORCEMENT OFFICER (WITH PATROL CAR) FOR ASSISTANCE DURING CONSTRUCTION OPERATIONS USE OF LAW ENFORCEMENT OFFICERS (LEOS) BY CONTRACTORS OTHER THAN THE USES SPECIFIED BELOW WILL NOT BE PER- MITTED AT PROJECT COST. LEOS SHOULD NOT BE USED WHERE THE OMUTCD INTENDS THAT FLAGGERS BE USED. IN ADDITION TO THE REQUIREMENT OF CMS 614 AND THE OMUTCD, A UNIFORMED LEO WITH AN OFFICIAL PATROL CAR (CAR WITH TOP-MOUNTED EMERGENCY FLASHING LIGHTS AND COMPLETE MARKINGS OF THE APPROPRIATE LAW ENFORCEMENT AGENCY) SHOULD BE PROVIDED FOR THE FOLLOWING TRAFFIC CONTROL TASKS: FOR LANE CLOSURES: DURING INITIAL SET-UP PERIODS, TEAR DOWN PERIODS, SUBSTANTIAL SHIFTS OF A CLOSURE POINT OR WHEN NEW LANE CLOSURE ARRANGEMENTS ARE INITIATED FOR LONG-TERM LANE CLOSURES/SHIFTS (FOR THE FIRST AND LAST DAY OF MAJOR CHANGES IN TRAFFIC CONTROL SETUP). IN GENERAL, LEOS SHOULD BE POSITIONED AT THE POINT OF LANE RESTRICTION OR ROAD CLOSURE AND TO MANUALLY CONTROL TRAFFIC MOVEMENTS THROUGH INTERSECTIONS IN WORK ZONES. LEOS SHOULD NOT FORGO THEIR TRAFFIC CONTROL RESPONSIBILITIES TO APPREHEND MOTORISTS FOR ROUTINE TRAFFIC VIOLATIONS. HOWEVER, IF A MOTORIST S ACTIONS ARE CONSIDERED TO BE RECKLESS, THEN PURSUIT OF THE MOTORIST IS APPROPRIATE. THE LEOS WORK AT THE DIRECTION OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF THE LEOS WITH THE APPROPRIATE AGENCIES AND COMMUNICATING THE INTENTIONS OF THE PLANS WITH RESPECT TO DUTIES OF THE LEOS. THE ENGINEER SHALL HAVE FINAL CONTROL OVER THE LEOS DUTIES AND PLACE- MENT, AND WILL RESOLVE ANY ISSUES THAT MAY ARISE BETWEEN THE TWO PARTIES. ANY ADDITIONAL COSTS (ADMINISTRATIVE OR OTHERWISE) INCURRED BY THE CONTRACTOR TO OBTAIN THE SERVICES OF AN LEO ARE INCLUDED WITH THE BID UNIT PRICE FOR ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE. NOTICE OF CONSTRUCTION THE CONTRACTOR SHALL ADVISE THE PROJECT ENGINEER A MINIMUM OF FOURTEEN (14) DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. THE PROJECT ENGINEER WILL NOTIFY THE PROPER EMERGENCY SERVICES, SCHOOLS AND ANY IMPACTED LOCAL PUBLIC AGENCY. THE PROJECT ENGINEER WILL ALSO FORWARD THIS INFORMATION TO THE DISTRICT PUBLIC INFORMATION OFFICER (PIO) BY . WHO WILL, IN TURN, DISSEMINATE THE INFORMATION TO THE PUBLIC VIA THE LOCAL MEDIA OUTLETS. DUST CONTROL THE CONTRACTOR SHALL FURNISH AND APPLY WATER FOR DUST CONTROL AS DIRECTED BY THE ENGINEER. THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN INCLUDED FOR DUST CONTROL PURPOSES: ITEM 616, WATER 2 M. GAL CALCULATED CHECKED M AINTENA NCE O F TRA FFIC DTS G ENERA L NO TES JLG ON ALL PORTABLE BARRIER (PB) USED FOR TRAFFIC CONTROL AND ON PERMANENT CONCRETE BARRIER (INCLUDING BRIDGE PARAPETS) ITEM 614, REPLACEMENT DRUM THE LEO SHALL REPORT IN TO THE CONTRACTOR PRIOR TO LOCATED WITHIN 5 FEET OF THE EDGE OF THE ADJACENT TRAVEL THE START OF THE SHIFT, IN ORDER TO RECEIVE INSTRUCTIONS LANE. DRUMS FURNISHED BY THE CONTRACTOR IN ACCORDANCE WITH REGARDING SPECIFIC WORK ASSIGNMENTS DURING HIS/HER THE REQUIREMENTS OF THE PLANS, SPECIFICATIONS AND SHIFT. THE LEO IS EXPECTED TO STAY AT THE PROJECT SITE I:\Pd\96143\roadway\sheets\96143MN1.dgn 23-JUL-215 2:9PM tbolenba BARRIER REFLECTORS SHALL CONFORM TO C&MS 626, EXCEPT THAT THE SPACING SHALL BE AS PER TRAFFIC SCD MT OBJECT MARKERS AND THEIR INSTALLATION SHALL CONFORM TO C&MS AND SCD MT WHEN THE PB CONTAINS GLARE SCREEN, ONE SET OF THREE VERTICAL STRIPES OF SHEETING SHALL BE CONSIDERED EQUIVALENT TO AN OBJECT MARKER, ONE-WAY. THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN INCLUDED IN THE PLANS AND CARRIED TO THE GENERAL SUMMARY: ITEM 614, BARRIER REFLECTOR, TYPE B 44 EACH ITEM 614, OBJECT MARKER, 1-WAY 44 EACH PAYMENT SHALL BE FULL COMPENSATION FOR ALL MATERIAL, LABOR, INCIDENTALS AND EQUIPMENT NECESSARY FOR FURNISHING, INSTALLING, MAINTAINING AND REMOVING EACH OF THE ABOVE ITEMS. PROPOSAL WHICH BECOME DAMAGED BY TRAFFIC FOR REASONS BEYOND THE CONTROL OF THE CONTRACTOR SHALL BE RE- PLACED IN KIND WHEN ORDERED BY THE ENGINEER. REPLACE- MENT DRUMS SHALL BE NEW. PAYMENT FOR THE NEW DRUMS SHALL BE MADE AT THE CON- TRACT PRICE PER EACH FOR ITEM 614, REPLACEMENT DRUM, AND SHALL INCLUDE THE COST OF REMOVING AND DISPOSING OF THE DAMAGED DRUM, AND PROVIDING AND MAINTAINING THE REPLACEMENT DRUM IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS FOR THE ORIGINAL DRUM. AN ESTIMATED QUANTITY OF 1 EACH HAS BEEN PROVIDED IN THE GENERAL SUMMARY. ITEM 614 REPLACEMENT DRUM 1 EACH FOR THE ENTIRE DURATION OF HIS/HER SHIFT. THE LEO SHALL REPORT TO THE CONTRACTOR AT THE END OF HIS/HER SHIFT. ONCE THE LEO HAS COMPLETED THE DUTIES DESCRIBED ABOVE AND STILL HAS TIME REMAINING ON HIS/HER SHIFT, THE LEO MAY BE ASKED TO PATROL THROUGH THE WORK ZONE (WITH FLASHING LIGHTS OFF) OR BE PLACED AT A LOCATION TO DETER MOTORISTS FROM SPEEDING. SHOULD IT BE NECESSARY TO LEAVE THE PROJECT SITE, THE LEO SHALL NOTIFY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE THE LEO WITH A TWO-WAY COMMUNICATION DEVICE WHICH SHALL BE RE- TURNED TO THE CONTRACTOR AT THE END OF HIS/HER SHIFT. LEOS (WITH PATROL CAR) REQUIRED BY THE TRAFFIC MAINT- ENANCE TASKS ABOVE SHALL BE PAID FOR ON A UNIT PRICE (HOURLY) BASIS UNDER ITEM 614, LAW ENFORCEMENT OFFICER (WITH PATROL CAR) FOR ASSISTANCE. THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN CARRIED TO THE GENERAL SUMMARY. ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE 4 HOURS THE HOURS PAID SHALL INCLUDE ANY MINIMUM SHOW-UP TIME REQUIRED BY THE LAW ENFORCEMENT AGENCY INVOLVED. DEF

6 I:\Pd\96143\roadway\sheets\96143MY1.dgn 23-JUL-215 2:9PM tbolenba U.S " EDGE OF TRAVELED WAY LT. 13 -" " EDGE OF TRAVELED WAY RT. CONCRETE BARRIER SAW CUT NORMAL SECTION APPLIES AT STA TO STA = 433 FT. 1 -" 3-6" 4 -" RNDG. MAX MAX 6 DEF M AINTENA NCE O F TRA FFIC TYPIC A L SECTIO NS

7 SHEET NUMBER PARTICIPATION 1/NHS /OT ITEM ITEM EXT GRAND TOTAL UNIT DESCRIPTION SEE SHEET NO. CALCULATED DTS CHECKED JLG ROADWAY LS LS LS CLEARING AND GRUBBING FT GUARDRAIL REMOVED CY EXCAVATION CY GRANULAR EMBANKMENT, AS PER PLAN CY GRANULAR MATERIAL, TYPE E, AS PER PLAN SY SUBGRADE COMPACTION SY GEOTEXTILE FABRIC, 712.9, TYPE A CY LIME STABILIZED EMBANKMENT TON LIME FT GUARDRAIL, TYPE MGS FT FENCE REMOVED AND REBUILT EROSION CONTROL I:\Pd\96143\roadway\sheets\96143GG1.dgn 24-JUL-215 1:22AM jgasser SY TIED CONCRETE BLOCK MAT, TYPE 1, AS PER PLAN CY DUMPED ROCK FILL, TYPE D CY TOPSOIL SY SEEDING AND MULCHING TON COMMERCIAL FERTILIZER MGAL WATER SY SLOPE EROSION PROTECTION LS LS LS STORM WATER POLLUTION PREVENTION PLAN EACH EROSION CONTROL DRAINAGE FT 4" BASE PIPE UNDERDRAINS FT 4" CONDUIT, TYPE F 77.5 TYPE C OR FT 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS FT 6" CONDUIT, TYPE E, AS PER PLAN EACH CATCH BASIN, NO EACH PRECAST REINFORCED CONCRETE OUTLET PAVEMENT FT FULL DEPTH PAVEMENT SAWING SY FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC CY AGGREGATE BASE 1 1 SPECIAL FT PRESSURE RELIEF JOINT, TYPE B FT CURB, TYPE FT RUMBLE STRIPS, (CONCRETE) MAINTENANCE OF TRAFFIC HOUR LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE EACH WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) EACH REPLACEMENT DRUM EACH BARRIER REFLECTOR, TYPE B EACH OBJECT MARKER, ONE WAY MILE WORK ZONE EDGE LINE, CLASS I MGAL WATER FT PORTABLE BARRIER, 32" TRAFFIC CONTROL MILE EDGE LINE, 4" INCIDENTALS LS LS MAINTAINING TRAFFIC MNTH FIELD OFFICE, TYPE B LS LS CONSTRUCTION LAYOUT STAKES AND SURVEYING LS LS MOBILIZATION DEF G ENERA L SUM M A RY 7

8 SHEET STA TIO N ROADWAY LENG TH W IDTH C A D D A REA SUBGRADE COMPACTION FULL DEPTH PAVEMENT SAWING FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1 AGGREGATE BASE (T=6") PRESSURE RELIEF JOINT, TYPE B FENCE REMOVED AND REBUILT CURB, TYPE 6 RUMBLE STRIPS, (CONCRETE) EDGE LINE, 4" REFERENCE DRAINAGE STA TIO N LO C A TIO N TIED CONCRETE BLOCK MAT, TYPE 1, AS PER PLAN 4" BASE PIPE UNDERDRAINS 4" TYPE F 77.5 TYPE C OR " CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS 6" CONDUIT, TYPE E, AS PER PLAN CATCH BASIN, NO. 3 PRECAST REINFORCED CONCRETE OUTLET CALCULATED DTS CHECKED JLG NO. FROM TO FT FT SF SY FT CY CY FT FT FT FT MILE NO. FROM TO ROUTE SY FT FT FT FT EACH EACH U.S D UD D D TOTALS CARRIED TO GEN SUM D D D I:\Pd\96143\roadway\sheets\96143GQ1.dgn 24-JUL-215 1:22AM jgasser EARTHWORK SPECIAL SHEET LO C A TIO N EXCAVATION GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) GRANULAR MATERIAL, TYPE E, AS PER PLAN (NO. 1/NO. 2 AGGREGATE) LIME STABILIZED EMBANKMET LIME AGGREGATE BASE (T=12") DUMPED ROCK FILL, TYPE D TOPSOIL SEEDING AND MULCHING GEOTEXTILE FABRIC NO. ROUTE CY CY CY CY TON CY CY CY SY SY U.S TOTALS TO GEN SUM GUARDRAIL REFERENCE SHEET STATION GUARDRAIL REMOVED GUARDRAIL, TYPE MGS NO. NO. FROM TO FT FT GR TOTALS CARRIED TO GENERAL SUMMARY TOTALS TO GEN SUM CALCULATIONS 659 SEEDING AND MULCHING = 2621 SY 659 COMMERCIAL FERTILIZER =.35 TON (2621)(9)(1/1)(3)(1/2) 659 WATER = 14 M GAL (2)(2621)(9)(1/1)(3)(1/1) TOTALS CARRIED TO GENERAL SUMMARY SPECIAL BENCHING SLOPE DRAINS PLACE SPECIAL BENCHING SLOPE DRAINS AT THE LOCATIONS ITEM 23 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) ITEM 611, 6" CONDUIT, TYPE E, AS PER PLAN THE TYPE E CONDUIT SHALL BE TYPE AND PERFORATED AS SHOWN ON THE PLAN & PROFILE AND CROSS SECTION SHEETS. THESE DRAINS SHALL CONSIST OF ITEM 23 GRANULAR ALL PROVISIONS AS SET FORTH IN THE SPECIFICATIONS UNDER THIS ITEM ARE INCLUDED IN THE UNIT PRICE BID FOR ITEM 23 PER CONDUIT FOR ITEM 65 UNCLASSIFIED PIPE UNDERDRAINS. INCLUDED IN THIS BID ITEM ARE THE CONNECTIONS REQUIRED FOR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE), ITEM 69 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) CONDUIT INSTALLATION. THE CONNECTIONS INCLUDE: GEOTEXTILE FABRIC, TYPE A, AND ITEM 611 6" CONDUIT TYPE E, 77.31, AS PER PLAN (PERFORATED). THE GRANULAR ITEM 23 GRANULAR MATERIAL, TYPE E, AS PER PLAN - (2) TEE CONNECTIONS, 6"x6"x6" EMBANKMENT SHALL BE PLACED IN LIFTS AS THE SPECIAL (NO. 1/NO. 2 AGGREGATE) - (2) END PLUGS, 6" BENCHING BACKFILL IS CONSTRUCTED. TRANSVERSE OUTLET ALL PROVISIONS AS SET FORTH IN THE SPECIFICATIONS UNDER DRAINS SHALL BE PROVIDED AT THE LOCATIONS SHOWN ON THE THIS ITEM ARE INCLUDED IN THE UNIT PRICE BID FOR ITEM 23 PLAN & PROFILE AND CROSS SECTION SHEETS. THESE OUTLET GRANULAR MATERIAL, TYPE E, AS PER PLAN (NO. 1/NO. 2 DRAINS SHALL CONSIST OF ITEM 611 CONDUIT, TYPE F, AGGREGATE) WITH ITEM 611 PRECAST REINFORCED CONCRETE OUTLETS. ITEM 451, PRESSURE RELIEF JOINT, TYPE B ITEM 61, TIED CONCRETE BLOCK MAT, TYPE 1, AS PER PLAN ALL PROVISIONS AS SET FORTH IN THE SPECIFICATIONS UNDER ITEM 23 GRANULAR EMBANKMENT, ALL PORTIONS OF ITEM 61 APPLY EXCEPT DO NOT PLACE THIS ITEM ARE INCLUDED IN THE UNIT PRICE BID FOR ITEM 451, AS PER PLAN (NO. 8 AGGREGATE) = 38 CY FILTER FABRIC UNDER THE MAT AS NOTED IN DM-4.1. PRESSURE RELIEF JOINT, TYPE B. ITEM 611 6" CONDUIT, TYPE E, 77.31, AS PER PLAN (PERFORATED) = 666 FT ITEM 69 GEOTEXTILE FABRIC, TYPE A = 1831 SY DEF SUBSUM M A RY 8

9 PROJECT DATA EROSION CONTROL N TOTAL AREA OF PROJECT (RIGHT OF WAY) = 1.61 Acres IMPERVIOUS AREA FOR PRE-CONSTRUCTION SITE =.1 Ac. ITEM TOTAL UNIT DESCRIPTION 4 PROJECT EARTH DISTURBED AREA = CONTRACTOR EARTH DISTURBED AREA = NOTICE OF INTENT EARTH DISTURBED AREA =.98 Acres.125 Acres 4.9 Acres IMPERVIOUS AREA FOR POST CONSTRUCTION SITE USGS 7.5 MINUTE QUADRANGLE MAP - IMMEDIATE RECEIVING WATER - =.1 Ac. DEFIANCE WEST SE/7 14 SW STEVENS DITCH LS 6,5 SY EACH SLOPE EROSION PROTECTION STORM WATER POLLUTION PREVENTION PLAN EROSION CONTROL 2 1 HORIZONTAL SCALE IN FEET RUNOFF COEFFICIENT FOR PRE-CONSTRUCTION SITE =.9 SUBSEQUENT RECEIVING WATER - APPROX. LATITUDE OF CENTER OF PROJECT - MAUMEE RIVER N " QUANTITIES CARRIED TO GENERAL SUMMARY RUNOFF COEFFICIENT FOR POST CONSTRUCTION SITE =.9 APPROX. LONGITUDE OF CENTER OF PROJECT - W " ITEM 255, FULL DEPTH - EX. WETLAND (DND) - PAVEMENT REMOVAL AND POST CONSTRUCTION STORM WATER TREATMENT AREA TREATED IN R/W:.6 ACRES PROJECT DESCRIPTION RIGID REPLACEMENT, CLASS QC1 THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES (BMP S) FOR POST CONSTRUCTION STORM WATER TREATMENT. A VEGETATED FILTER STRIP WILL BE INSTALLED BETWEEN STA AND STA RT. AND A VEGETATED BIOFILTER WILL BE INSTALLED BETWEEN STA AND STA AREA TREATED IN EDA:.6 ACRES LATITUDE/LONGITUDE BEGIN: , END: , CONSTRUCT THE EXCAVATION FROM THE TOP DOWN. EXCAVATE THREE BENCHES EXTENDING 1.5 FEET INTO THE FOUNDATION BETWEEN STATION AND STATION REPLACE THE BENCHES AS PER PLAN. TAPER THE PROPOSED EMBANKMENT SO AS NOT TO - ITEM 61, DUMPED ROCK FILL, TYPE D ITEM 61, TIED CONCRETE - BLOCK MAT - - ITEM 67, SLOPE EROSION PROTECTION, VEGETATED FILTER STRIP (BMP) FROM STA TO STA ITEM 67, SLOPE EROSION PROTECTION, VEGETATED BIOFILTER (BMP) ENCROACH UPON THE WETLANDS. REPLACE WETLAND FROM STA TO STA I:\Pd\96143\roadway\sheets\96143DE1.dgn 27-JUL-215 9:24AM tbolenba BEGIN SHEET STA ASSEMBLY (TO REMAIN) 49 5 KROUSE RD. EX. BRIDGE TERMINAL TRANSITION FROM TYPE 5 TO MGS 25 -" FENCE. REMOVE AND REPLACE EXISTING GUARDRAIL WITH MGS STANDARDS. INSTALL CONCRETE CURB BEGIN WORK ALONG EDGE OF SHOULDER PAVEMENT. STA E 131 (513) " 188 CONSTR. & R/W U.S. 24 PRESSURE RELIEF JOINT, DIRECTION OF TRAFFIC TWO LANES TYPE B PROP. SAW CUT PROP. RUMBLE STRIPS EXISTING FENCE PERIMETER FILTER FABRIC FENCE (INCLUDED IN ITEM 832) CONSTRUCTION LIMITS FENCE REMOVED AND REBUILT EX. WETLAND (DND) EXISTING RIGHT-OF-WAY BEND +3, RT 1% SLOPE +3, RT +4, 67.9 RT +4, 92.9 RT " EX. WETLAND (DND) STA END WORK E 131 (513) +7, RT +7, RT +, 68. RT TRANSITION FROM MGS TO TYPE 5 +, 93. RT END SHEET STA DEF PROJECT SITE PLA N 9

10 N 4 BEGIN WORK STA E 131 (513) BM 1 BM 2 TOP OF DISK IN CONC. MON. STA , ELEV TOP OF DISK IN CONC. MON. STA. 181+, ELEV P.I. Dc T Lc R E P.C. EX. CURVE DATA = Sta = " LT = 2 " = = 1, = 2, = = Sta ESTIMATED QUANTITIES ITEM SHEET GUARDRAIL-GR 8 UNDERDRAIN-UD 8 DRAINAGE-D 8 2 CALCULATED DTS 1 HORIZONTAL SCALE IN FEET CHECKED JLG I:\Pd\96143\roadway\sheets\96143GP1.dgn 27-JUL-215 9:25AM tbolenba KROUSE RD. EX. BRIDGE TERMINAL ASSEMBLY (TO REMAIN) RT TRANSITION FROM TYPE 5 TO MGS PERIMETER FILTER FABRIC FENCE (INCLUDED IN ITEM 832) RT 25 -" " EXISTING FENCE EXISTING RIGHT-OF-WAY TOP OF DISK IN CONC. MON. BM 3 STA , ELEV DIRECTION OF TRAFFIC TWO LANES 188 CONSTR. & R/W U.S. 24 PRESSURE RELIEF JOINT, TYPE B P.T. C.B.1 C.B. C.B.2 D-1 UD-1 5 -" EX. WETLAND (DND) = Sta = N 68 49" E = N 52 1 " E = N " E D PROP. SAW CUT GR-1 CONSTRUCTION LIMITS PROP. RUMBLE STRIPS FENCE REMOVED AND REBUILT * BEND - EX. WETLAND (DND) - ITEM 61, TIED CONCRETE - BLOCK MAT - ITEM 61, DUMPED ROCK FILL, TYPE D SEE PROJECT SITE PLAN AND RT CROSS SECTIONS FOR BMP DIMENSIONS RT D-3 D-4 D-5 1 -" EX. WETLAND (DND) * RT END WORK STA " * E 131 (513) 181 ITEM 255, FULL DEPTH PAVEMENT REMOVAL AND TRANSITION FROM MGS TO TYPE 5 RIGID REPLACEMENT, CLASS QC1 ITEM 67, SLOPE EROSION PROTECTION, VEGETATED FILTER STRIP (BMP) ITEM 67, SLOPE EROSION PROTECTION, VEGETATED BIOFILTER (BMP) RT RT PLA N SHEET DEF FRO M STA TO STA

11 I:\Pd\96143\roadway\sheets\96143GP2.dgn 27-JUL-215 9:25AM tbolenba STA , RT CB-3, GRATE ELEV " E (SW) { EL " E (S) { EL { ELEV " BASE PIPE UNDERDRAIN { ELEV " TYPE E, AS PER PLAN 32-6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, { " CONDUIT, TYPE F, 77.5 TYPE C { ELEV " TYPE E, AS PER PLAN 35-6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, { { ELEV CALCULATED PRO FILE DTS CHECKED DEF JLG FRO M STA TO STA

12 SEEDING END SQ. WIDTH YDS. CONSTR. & R/W U.S. 24 OFFSET 5 RT. END AREA CUT FILL VOLUME CUT FILL CALCULATED DTS CHECKED JLG - DUMPED ROCK FILL, TYPE D - GRANULAR MATERIAL, TYPE E (1 s AND 2 s) - 12" AGGREGATE BASE - LIME STABILIZED EMBANKMENT " " " 6" TYPE E 4" BASE PIPE UNDERDRAIN { ELEV { ELEV " TYPE E { ELEV " " 1 -" 6" TOPSOIL - GRANULAR EMBANKMENT, TYPE E (NO. 8 AGGREGATE) & GEOTEXTILE FABRIC, TYPE A 14: C RO SS SECTIO NS FRO M STA TO STA I:\Pd\96143\roadway\sheets\96143XS1.dgn 27-JUL-215 9:25AM tbolenba BEGIN WORK QUANTITIES QUANTITIES A. DUMPED ROCK FILL, TYPE D A. SEEDING B. GRANULAR MATERIAL, NO. 1 s AND 2 s 73 B. GEOTEXTILE FABRIC, TYPE A C. AGGREGATE BASE 73 F. TOPSOIL STA D. GRANULAR EMBANKMENT, NO. 8 E. LIME STABILIZED EMBANKMENT 71.8 STA TOTALS ON SHEET 8 DEF

13 SEEDING END SQ. WIDTH YDS. CONSTR. & R/W U.S. 24 OFFSET 5 RT. END AREA CUT FILL VOLUME CUT FILL CALCULATED DTS CHECKED JLG - DUMPED ROCK FILL, TYPE D - GRANULAR MATERIAL, TYPE E (1 s AND 2 s) - 12" AGGREGATE BASE - LIME STABILIZED EMBANKMENT " " " 6" TYPE E { ELEV " BASE PIPE UNDERDRAIN { ELEV " TYPE E " TOPSOIL " { ELEV " " - GRANULAR EMBANKMENT, TYPE E (NO. 8 AGGREGATE) & GEOTEXTILE FABRIC, TYPE A C RO SS SECTIO NS FRO M STA TO STA I:\Pd\96143\roadway\sheets\96143XS1.dgn 27-JUL-215 9:25AM tbolenba " " BASE PIPE UNDERDRAIN { ELEV " " 6" TOPSOIL 725 6" TYPE E 725 { ELEV " 6" TYPE E { ELEV " 79.4 STA STA " TOTALS ON SHEET 8 DEF

14 SEEDING END SQ. WIDTH YDS. CONSTR. & R/W U.S. 24 OFFSET 5 RT. END AREA CUT FILL VOLUME CUT FILL CALCULATED DTS CHECKED JLG - DUMPED ROCK FILL, TYPE D - GRANULAR MATERIAL, TYPE E (1 s AND 2 s) - 12" AGGREGATE BASE - LIME STABILIZED EMBANKMENT " " 6" TOPSOIL " 3. 6" TYPE E { ELEV " BASE PIPE UNDERDRAIN { ELEV " 6" TYPE E { ELEV " 29-4" - GRANULAR EMBANKMENT, TYPE E (NO. 8 AGGREGATE) & GEOTEXTILE FABRIC, TYPE A 15: C RO SS SECTIO NS FRO M STA TO STA I:\Pd\96143\roadway\sheets\96143XS1.dgn 27-JUL-215 9:25AM tbolenba " BASE PIPE UNDERDRAIN { ELEV " " 6" TOPSOIL " TYPE E 8 -" { ELEV " 6" TYPE E 715 { ELEV " STA STA " : TOTALS ON SHEET 8 DEF

15 SEEDING END SQ. WIDTH YDS. CONSTR. & R/W U.S. 24 OFFSET 5 RT. END AREA CUT FILL VOLUME CUT FILL CALCULATED DTS CHECKED JLG - DUMPED ROCK FILL, TYPE D - GRANULAR MATERIAL, TYPE E (1 s AND 2 s) - 12" AGGREGATE BASE - LIME STABILIZED EMBANKMENT " " TYPE E " " " 6" TYPE E 4" BASE PIPE UNDERDRAIN { ELEV { ELEV " TOPSOIL { ELEV " 33-9" - GRANULAR EMBANKMENT, TYPE E (NO. 8 AGGREGATE) & GEOTEXTILE FABRIC, TYPE A C RO SS SECTIO NS FRO M STA TO STA I:\Pd\96143\roadway\sheets\96143XS1.dgn 27-JUL-215 9:25AM tbolenba " BASE PIPE UNDERDRAIN { ELEV " " " 715 6" TYPE E { ELEV " STA STA " TYPE E 6" TOPSOIL { ELEV " 8-1" TOTALS ON SHEET 8 DEF

16 SEEDING END SQ. WIDTH YDS. CONSTR. & R/W U.S. 24 OFFSET 5 RT. END AREA CUT FILL VOLUME CUT FILL CALCULATED DTS CHECKED JLG - DUMPED ROCK FILL, TYPE D - GRANULAR MATERIAL, TYPE E (1 s AND 2 s) - 12" AGGREGATE BASE - LIME STABILIZED EMBANKMENT - GRANULAR EMBANKMENT, TYPE E (NO. 8 AGGREGATE) & GEOTEXTILE FABRIC, TYPE A " 1.5 STA , RT CB-3, GRATE ELEV " E (SW) { EL " E (NE) { EL " E (S) { EL " 8 -" 2 BEND EXTENT OF VEGETATED FILTER STRIP STA , 92.9 RT. 725 OR 37.5% " " 65 X4" TYPE F 77.5 TYPE C " 6" TOPSOIL 2 BEND EXTENT OF VEGETATED BIOFILTER PRECAST REINFORCED CONCRETE OUTLET, { ELEV STA , RT TIED CONCRETE BLOCK MAT, TYPE 1, AS PER PLAN C RO SS SECTIO NS FRO M STA TO STA I:\Pd\96143\roadway\sheets\96143XS1.dgn 27-JUL-215 9:25AM tbolenba " " BASE PIPE UNDERDRAIN { ELEV " CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS 6" TOPSOIL 73 PRECAST REINFORCED 73 CONCRETE OUTLET 8 -".1 MIN. TIED CONCRETE BLOCK MAT, TYPE 1, AS PER PLAN 8 -" 35-6" CONDUIT, TYPE F FOR 6" TYPE E UNDERDRAIN OUTLETS { ELEV { ELEV " 6" TYPE E { ELEV " STA STA " { ELEV PRECAST REINFORCED.1 MIN. CONCRETE OUTLET TOTALS ON SHEET 8 DEF

17 SEEDING END SQ. WIDTH YDS. CONSTR. & R/W U.S. 24 OFFSET 5 RT. END AREA CUT FILL VOLUME CUT FILL CALCULATED DTS CHECKED JLG - DUMPED ROCK FILL, TYPE D - GRANULAR MATERIAL, TYPE E (1 s AND 2 s) - 12" AGGREGATE BASE - LIME STABILIZED EMBANKMENT - GRANULAR EMBANKMENT, TYPE E (NO. 8 AGGREGATE) & GEOTEXTILE FABRIC, TYPE A END WORK C RO SS SECTIO NS FRO M STA TO STA I:\Pd\96143\roadway\sheets\96143XS1.dgn 27-JUL-215 9:25AM tbolenba EXTENT OF VEGETATED FILTER STRIP STA , 93. RT STA STA TOTALS ON SHEET 8 DEF