WASHINGTON UNION ROAD RECONSTRUCTION XENIA TOWNSHIP GREENE COUNTY, OHIO

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1 WASHINGTON UNION ROAD RECONSTRUCTION XENIA TOWNSHIP GREENE COUNTY, OHIO coddington ave ledbetter road shawnee creek s patton street ledbetter road wesley ave 68 starr drive 42 twist run innovation way 380 PROJECT LOCATION union road washington road bell road STATE OF OHIO PR O FES S JAMES S. JONES E REGIST ERED IO NA L ENGINEER

2 1. TERM ~ "ENGINEER" SHALL MEAN THE PROJECT MANAGER OR THE INSPECTOR OF THE CONSTRUCTION PROJECT. 2. THE CONSTRUCTION AND MATERIAL SPECIFICATIONS TO BE USED IN THIS PROJECT ARE THE STATE OF OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS, DATED JANUARY 1, DETAILS OF STANDARD ODOT ITEMS IN THESE PLANS SHALL CONFORM WITH CURRENT ODOT STANDARD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THESE ODOT STANDARD CONSTRUCTION DRAWINGS. 4. CONTRACTOR SHALL LOCATE AND PROTECT ANY EXISTING PROPERTY CORNER MONUMENTS ALONG THE ROUTE OF THE PROPOSED WORK. ANY MONUMENTS NOT ALREADY CALLED FOR IN THE PLANS THAT ARE REMOVED/DISPLACED/DAMAGED BY THE CONTRACTOR SHALL BE REPLACED IN KIND BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 5. EXISTING UTILITIES SHALL CONTINUE WITH UNINTERRUPTED SERVICE DURING CONSTRUCTION PERIOD. 6. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE AS OBTAINED FROM THE OWNER OF THE UTILITY AS REQUIRED BY SECTION ORC. EXISTING UNDERGROUND UTILITIES AND SERVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST INFORMATION AVAILABLE. THE LOCATIONS SHOWN ARE INTENDED ONLY AS A GUIDE AND CANNOT BE GUARANTEED AS ACCURATE OR COMPLETE. THE TOWNSHIP, ENGINEER, OR GREENE COUNTY SHALL NOT BE RESPONSIBLE FOR ANY VARIATIONS FOUND DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR: a. CONTACTING THE INDIVIDUAL UTILITY OWNERS TEN DAYS PRIOR TO THE CONSTRUCTION AND ADVISING THEM OF THE WORK TO TAKE PLACE. b. SOLICITING THE UTILITY OWNER'S AID IN LOCATING AND PROTECTING ANY UTILITY WHICH MAY INTERFERE WITH CONSTRUCTION. c. EXCAVATING AND VERIFYING THE HORIZONTAL AND VERTICAL LOCATION OF EACH UTILITY. d. CONTACTING THE OHIO UTILITIES PROTECTION SERVICE ( ) 48 HOURS PRIOR TO CONSTRUCTION. 7. ALL, IF ANY, DEWATERING FLOWS ARE TO BE SETTLED IN SILTATION BASINS OR DIRECTED THROUGH STRAW FILTERS BEFORE DISCHARGING TO STABILIZED SITES (SUCH AS STREAMS OR STORM SEWERS). NO DISCHARGE SHALL BE ALLOWED ONTO EXPOSED SOILS, STREAMBANKS, OR ANY OTHER SITE WHERE THE FLOWS COULD CAUSE EROSION. 8. ALL NON-PAVEMENT AND SIDEWALK DISTURBED AREAS ARE TO BE RESTORED BY MULCHING AND RESEEDING. IF FINAL GRADING CANNOT BE ACCOMPLISHED WITHIN 30 DAYS, TEMPORARY SEEDING SHALL BE USED UNTIL LONG-TERM RESTORATION CAN OCCUR. TOPSOIL IS TO BE REPLACED AS PART OF FINAL GRADING. 9. EXCAVATED FILL MATERIAL IS TO BE STOCKPILED ON THE UPHILL SIDE OF THE TRENCH. 10. ALL DISTURBED AREAS ARE TO BE REGRADED TO ORIGINAL CONTOURS, UNLESS OTHERWISE SHOWN ON THE PLANS. 11. EXPOSED SOIL AREAS ARE TO BE KEPT TO A MINIMUM BY APPLICATION OF EROSION CONTROL MATERIALS SUCH AS STRAW SPRAYED WITH ASPHALT COATING. 12. EQUIPMENT, TOPSOIL, AND/OR FILL MATERIALS ARE NOT TO BE STOCKPILED UNDER (WITHIN THE DRIP LINE) OR NEAR EXISTING TREES IN RESIDENTIAL AREAS, WOODLANDS, OR ANY OTHER ENVIRONMENTALLY SENSITIVE AREA. 13. ACCESS FOR EMERGENCY VEHICLES IS TO BE MAINTAINED AT ALL TIMES. ITEM 201 ~ CLEARING AND GRUBBING ALL TREES REMOVED AS PART OF THIS ITEM SHALL BE CUT INTO TWO FOOT (2') LENGTHS, STACKED BEYOND THE RIGHT-OF-WAY LINE, AND LEFT FOR THE RESPECTIVE PROPERTY OWNER(S). IF THE PROPERTY OWNER REFUSES TO ACCEPT THE WOOD, THE CONTRACTOR SHALL DISPOSE OF THE WOOD AS DIRECTED BY THE ENGINEER. PAYMENT FOR WORK DESCRIBED ABOVE SHALL BE INCLUDED IN THE LUMP SUM BID PRICE FOR ITEM 201, CLEARING AND GRUBBING, AS PER PLAN. THIS WORK SHALL ALSO INCLUDE EXCAVATING AND SHAPING THE "MOUNDING AREA" AT THE DRIVEWAY FOR 137 WASHINGTON RD (DRIVEWAY # 9) AS DIRECTED BY THE ENGINEER, TOTAL EXCAVATION QUANTITY, USING 10% SLOPES EAST AND WEST OF DRIVEWAY, IS APPROX. 35 CY OF MATERIAL. ITEM 202 ~ MAILBOX, REMOVED AND REINSTALLED MAILBOXES MUST BE KEPT IN SERVICE AND ACCESSIBLE AT ALL TIMES TO THE U.S. POSTAL SERVICE. MAILBOXES MAY BE TEMPORARILY SUPPORTED UNTIL THE MAILBOX CAN BE PERMANENTLY RELOCATED. ITEM 202 ~ PIPE REMOVED, 24" AND UNDER / OVER 24" THIS ITEM SHALL INCLUDE THE EXCAVATION, REMOVAL, DISPOSAL AND ALL OTHER APPLICABLE ACTIVITIES ASSOCIATED WITH THIS WORK. ALL PIPE REMOVED AS PART OF THIS PROJECT WILL BE PAID FOR UNDER THE UNIT PRICE BID PER FT FOR ITEM PIPE REMOVED, 24" AND UNDER / OVER 24". ITEM 202 ~ HEADWALL REMOVED THIS ITEM SHALL INCLUDE ALL WORK NECESSARY FOR THE REMOVAL AND DISPOSAL OF HEADWALL STRUCTURES LOCATED AT THE FOLLOWING STATIONS: 4+00, RT., 4+23, RT, 24+73, LT. & RT., 39+03, RT., 39+39, RT. ITEM 202 ~ GUARDRAIL, REMOVED THIS ITEM SHALL INCLUDE ALL THE WORK NECESSARY FOR THE DISMANTLING, REMOVING, DISPOSING AND/OR RELOCATING OF THE GUARDRAIL, AS CALLED FOR IN THE PLANS. ITEM 202 ~ PAVEMENT REMOVED THIS ITEM SHALL INCLUDE ALL THE WORK NECESSARY FOR THE REMOVAL AND DISPOSAL OF ASPHALT AND CONCRETE DRIVES AND PAVEMENT RECONSTRUCTION AREAS, AS SHOWN ON THE PLANS. ITEM 202 ~ BRICK COLUMN REMOVED & RECONSTRUCTED THIS ITEM SHALL INCLUDE ALL THE WORK NECESSARY, IF SO REQUESTED BY THE PROPERTY OWNER, FOR THE REMOVAL AND RECONSTRUCTION OF THE BRICK LIGHT COLUMNS AT THE DRIVEWAY AT STA RT. & 4+23 RT. ITEM 203 ~ ROADWAY EXCAVATION THIS ITEM SHALLINCLUDE ALL WORK NECESSARY FOR THE EXCAVATION AND PLACEMENT OF EMBANKMENT AS SHOWN FOR ON THE TYPICAL SECTION AND IN THE CROSS SECTIONS. ITEM 204 ~ SUBGRADE COMPACTION AND PROOFROLLING CONSTRUCT THE SUBGRADE AS FOLLOWS AND IN THE FOLLOWING SEQUENCE: a. SHAPE THE SUBGRADE TO WITHIN 0.2 OF A FOOT OF THE PLAN SUBGRADEELEVATION. IF THERE IS UNSUITABLE MATERIAL IN A SHALLOW FILL LOCATION, THEN REMOVE AND REPLACE THE UNSUITABLE MATERIAL ACCORDING TO STEP "b" PRIOR TO CONSTRUCTING THE SHALLOW FILL AND SHAPING THE SUBGRADE. b. REMOVE AND REPLACE UNSUITABLE MATERIALS. THESE MATERIALS ARE TO BE REMOVED PRIOR TO PROOF ROLLING, THE QUANTITIES FOR THE UNSUITABLE SOILS ARE PAID FOR UNDER ITEM EXCAVATION. c. CONSTRUCT AND COMPACT THE SUBGRADE ACCORDING TO d. PROOF ROLL THE COMPACTED SUBGRADE ACCORDING TO TO DETERMINE THE ACTUAL LIMITS OF SOFT SOILS TO VERIFY THE UNIFORMITY OF THE SUBGRADE COMPACTION. e. UNDERCUT THE AREAS DETERMINED BY THE ENGINEER AND REPLACE WITH THE SPECIFIED MATERIALS ACCORDING TO THE UNDERCUTS WILL EXTEND TO 18" BEYOND THE EDGE OF THE SURFACE OF THE PAVEMENT, PAVED SHOULDERS OR PAVED MEDIANS. FOR ALL AREAS WITHIN ODOT RIGHT OF WAY, ITEM 204 "UNDERCUT" AREAS WILL BE REQUIRED 1. ITEM EXCAVATION OF SUBGRADE - 18" DEEP 2. ITEM GRANULAR MATERIAL, TYPE C 3. ITEM GEOTEXTILE FABRIC 4. ITEM LIME STABILIZED SUBGRADE ITEM 448 ~ ASPHALT CONCRETE - ALL TYPES WHILE REFERENCE IS SOMETIMES MADE TO THE LATEST ODOT MATERIALS AND SPECIFICATIONS HANDBOOK REGARDING THE VARIOUS TYPES OF ASPHALT CONCRETE, ALL REQUIREMENTS UNDER SECTIONS 301, 401, 402 AND 403 SHALL BE APPLICABLE EXCEPT ITEM ASPHALT BINDER PRICE ADJUSTMENT. NO ALLOWANCE SHALL BE ACCEPTED FOR ASPHALT BINDER INDEX. ITEM 611 ~ X" CONDUIT, TYPE A,B &C THESE ITEMS SHALL INCLUDE ALL WORK NECESSARY FOR THE INSTALLATION OF PROPOSED STORM SEWER PIPE TO THE BOTTOM OF THE RESTORATION SECTION. ALL RCP SHALL BE CLASS IV UNLESS OTHERWISE NOTED ON THESE PLANS. DRIVE CULVERTS SHALL BE HIGH DENSITY POLYPROPYLENEE (HDPP) STORM SEWER PIPE OR EQUAL. HDPP STORM PIPE LOCATED UNDER GRAVEL DRIVES SHALL BE BACKFILLED WITH CONTROL DENSITY FILL TO BOTTOM OF GRAVEL DRIVE LAYER. ALL OTHER PIPE LOCATED UNDER DRIVES SHALL BE BACKFILLED WITH CLASS I MATERIAL. PROPOSED STORM PIPE LOCATED UNDER EXISTING ROADWAY SHALL BE BACKFILLED WITH CONTROL DENSITY FILL. ITEM 611 ~ MANHOLES AND CATCH BASINS THESE ITEMS SHALL INCLUDE ALL WORK NECESSARY TO CONNECT EXISTING CULVERTS, SEWERS AND DRAINS TO PROPOSED MANHOLES AND CATCH BASINS. THE CONNECTIONS SO DESIGNATED SHALL BE CONSIDERED INCIDENTAL TO THE MANHOLES AND CATCH BASINS, AND PAYMENT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THOSE ITEMS. CATCH BASIN INLETS SHALL HAVE BICYCLE SAFE GRATES, NEENAH No. R-4859-C OR EAST JORDAN No TYPE M3 OR APPROVED EQUAL. ITEM 614 ~ MAINTAINING TRAFFIC ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH ITEM 614 AND OTHER APPLICABLE PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE LATEST EDITION OF THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD). PAYMENT FOR ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO PERFORM THE WORK SHALL BE INCLUDED FOR ITEM MAINTAINING TRAFFIC, UNLESS SEPARATELY ITEMIZED IN THE PLANS. ITEM 659 ~ SEEDING AND MULCHING SEEDING AND MULCHING SHALL BE APPLIED TO AREAS OF EXPOSED SOIL BETWEEN THE RIGHT-OF-WAY LINES AND WITHIN THE CONSTRUCTION/GRADING LIMITS FOR AREAS OUTSIDE OF THE RIGHT-OF-WAY LINES AS INDICATED ON THE PLANS. QUANTITY CALCULATIONS FOR SEEDING AND MULCHING ARE BASED ON THESE LIMITS. EXISTING ROOF DRAINS / SUMP PUMP PIPES: THE CONTRACTOR SHALL CONNECT TO THE NEW STORM SYSTEM AND OR RECONSTRUCT TO THE PROPOSED SWALE ALL DRAIN PIPES ENCOUNTERED DURING CONSTRUCTION INCLUDING BUT NOT LIMITED TO SUMP PUMP DRAINS, DOWNSPOUT DRAINS, YARDS DRAINS, ETC. PAYMENT FOR THIS ITEM SHALL BE INCLUDED IN THE UNIT BID PRICE PER LF FOR ITEM 611 " CONDUIT, TYPE. WORK CONFINEMENT CONTRACTOR SHALL CONFINE HIS OPERATIONS TO WITHIN THE ROAD AND STREET RIGHT-OF-WAY AND WITHIN THE PERMANENT AND TEMPORARY EASEMENTS AS SHOWN ON THE PLANS. ANY DAMAGE CAUSED TO PROPERTY OUTSIDE THE RIGHT-OF-WAY OR EASEMENT LIMITS WILL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. WORKING HOURS - WITHIN ODOT RIGHT-OF-WAY CONTRACTOR SHALL CONFINE HIS WORK HOURS WITHIN THE RIGHT OF WAY FOR STATE ROUTE 380 BETWEEN THE HOURS OF 9 AM TO 3PM. ITEM 630 ~ REMOVAL OF GROUND MOUNTED SIGN & RE-ERECTION SAFETY THIS ITEM CONSISTS OF ALL WORK NECESSARY FOR REMOVAL AND DISPOSAL OR SALVAGE OF EXISTING SIGNS DESIGNATED FOR REMOVAL AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AS TO WHICH SIGNS SHALL BE DISPOSED OF AND WHICH SHALL BE SALVAGED. THIS ITEM ALSO CONSISTS OF ALL WORK NECESSARY TO REMOVE AND REINSTALL / RELOCATE EXISTING SIGNS SO DESIGNATED ON THE PLANS AS NECESSARY. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH SUFFICIENT WARNING LIGHTS, BARRICADES, AND FLAGGERS TO MEET APPLICABLE O.D.O.T. SAFETY REQUIREMENTS. THE CONTRACTOR SHALL WORK CLOSELY WITH THE LOCAL LAW ENFORCEMENT AGENCIES, CITY, COUNTY ENGINEER AND TOWNSHIP PERSONNEL IN MAINTAINING AT LEAST ONE LANE OF TRAFFIC, ON THE STREETS AND ROADS WHERE THE CONSTRUCTION WORK IS TAKING PLACE. DURING THE OFF HOURS, SUFFICIENT WARNING LIGHTS AND BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR AND PLACED ALONG THE ROUTE OF CONSTRUCTION TO PROVIDE ADEQUATE PUBLIC SAFETY. SAFETY FENCE IS TO BE SECURELY INSTALLED AROUND THE EXCAVATION AT THE END OF EACH WORK DAY. THERE SHALL BE NO BURNING ON THE JOB SITE OF CONSTRUCTION DEBRIS. THERE SHALL BE NO BURYING OF CONSTRUCTION DEBRIS INCLUDING TREES & STUMPS ON THE JOB SITE. HISTORICAL ARTIFACTS IF DURING THE COURSE OF CONSTRUCTION, EVIDENCE OF DEPOSITS OF HISTORICAL OR ARCHEOLOGICAL INTEREST ARE FOUND, THE CONTRACTOR SHALL CEASE OPERATIONS AFFECTING THE EVIDENCE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER/OWNER AND OWNER SHALL NOTIFY THE OHIO HISTORIC PRESERVATION OFFICE. NO FURTHER DISTURBANCE OF THE EVIDENCE SHALL OCCUR UNTIL THE CONTRACTOR HAS BEEN NOTIFIED IN WRITING THAT THEY MAY PROCEED. THE ENGINEER WILL ISSUE A NOTICE TO PROCEED ONLY AFTER THE OHIO HISTORIC PRESERVATION OFFICE HAS SURVEYED THE FIND AND MADE A DETERMINATION OF VALUE AND EFFORT AND SUBMITTED SUCH DETERMINATION TO THE OWNER. EQUIPMENT AND MATERIAL STORAGE IN ORDER TO PROVIDE FOR THE SAFETY OF THE TRAVELING PUBLIC, THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FOLLOWING: a. CONSTRUCTION EQUIPMENT, MATERIALS, AND VEHICLES IN USE DURING WORKING HOURS SHALL NOT BE PARKED OR STORED ANY CLOSER THAN TEN (10) FEET TO THE EDGE OF THE LOCAL TRAFFIC ACCESS ROUTE, UNLESS BEHIND DRUMS OR TEMPORARY CONCRETE BARRIERS. b. PRIVATE VEHICLES SHALL NOT BE PARKED WITHIN THE EXISTING RIGHT-OF-WAY LIMITS OF THIS PROJECT EXCEPT IN AREAS DESIGNATED BY THE OWNER. c. CONSTRUCTION EQUIPMENT, MATERIALS, AND VEHICLES SHALL NOT BE STORED WITHIN TWENTY-FIVE (25) FEET OF THE TRAVELED EDGE OF PAVEMENT DURING NON-WORKING HOURS UNLESS APPROPRIATE PRECAUTIONARY MEASURES HAVE BEEN TAKEN AND PRIOR APPROVAL HAS BEEN GIVEN BY THE OWNER. OVERNIGHT TRENCH CLOSING ANY TRENCH WORK SHALL BE COMPLETED TO A DEPTH OF NO MORE THAN 1-1/2" BELOW THE EXISTING PAVEMENT BY THE END OF THE WORK DAY. NO TRENCH SHALL BE LEFT OPEN OVERNIGHT EXCEPT FOR A SHORT LENGTH (25 FEET OR LESS) OF WORK SECTION AT THE END OF A TRENCH. IN CASE WORK MUST BE SUSPENDED BECAUSE OF INCLEMENT WEATHER OR OTHER REASONS, THE TRENCH FOR THE UNCOMPLETED WORK SHALL BE BACKFILLED AT THE DIRECTION OF THE ENGINEER. HORIZONTAL & VERTICAL DATUM CONTROL COORDINATES BASED ON OHIO STATE PLANE, SOUTH ZONE UTILITY CONTACTS TELEPHONE: AT&T - OHIO ATTN: JESSE WEAD 3233 WOODMAN DR., RM 225 (937) jw1291@att.com ELECTRIC: DAYTON POWER & LIGHT ATTN: JOHN KENTON 1900 DRYDEN RD. DAYTON, OHIO (937) john.kenton@dplincl.com WATER & SEWER: GREENE COUNTY SANITARY ENG. DEPT. ATTN. TIM GROW 667 DAYTON-XENIA ROAD XENIA, OHIO (937) tgow@co.greene.oh.us

3 Grate 2'-3-1/2" 1/4" 1/4" C C B A 1" 1" C 2'-3-1/2" 1/4" 1/4" 2" 1" 1" 2" Variable depth 6' [2 m] max. 8" 2'-0" 8" 8" 2'-0" 8" 1" 2" C 6" MIN, 3" ITEM 653, TOPSOIL FURNISHED AND PLACED TRENCH WIDTH, SOD OR SEED PER PLAN SUITABLE, EXCAVATED MATERIAL COMPACTED IN 12" LIFTS 6" MIN, 12" SAWCUT AND SEAL FACE & JOINT WITH AC-20 TRENCH WIDTH SAWCUT AND SEAL FACE & JOINT WITH AC-20 12" SEE NOTE FOR MATERIAL EXISTING STREET MATERIAL ITEM 613 LOW STRENGTH MORTAR FILL 6" Flowline #57 STONE DIA. + 2T MIN. Permissible const. joint B SECTION A A B Bottom slab may be precast separately and the outlet pipe placed on top of it with the bottom shaped to drain All grate edges to be rounded 1/4" radii A SECTION B B 2'-3-1/2" B Permissible const. joint 1" 4" MIN, TRENCH WIDTH= PIPE DIA. + 12" NON ROADWAY TRENCH 4" MIN, UTILITY TRENCH DETAILS N.T.S. TRENCH WIDTH= PIPE DIA. + 12" EXISTING STREET CROSSING 8" 24"Ø 6" MIN. 48"Ø TO 96"Ø A A 8" 8" A 1" A 2-1/4" GENERAL NOTES 1. A MINIMUM 1" STEEL PLATE SHALL BE PLACED OVER TRENCH WITH ITEM 613, LOW STRENGTH MORTAR FILL, FOR A PERIOD OF 24 HOURS PRIOR TO PLACING ASPHALT. 2. ASPHALT STREETS SHALL BE REPLACED WITH 2" ODOT ITEM 448 SURFACE COURSE FLAT SLAB TOP 2'-0" 2'-3-1/2" 2-1/4" FRAME AND COVER 8" 8" 2-1/4" Grate 2-1/4" VARIES, SEE DRIVE DETAILS MORTAR GRADE RINGS ECCENTRIC CONE TOP 8" 24"Ø 8" 16" MAX. 24" MIN. 8" 2'-0" B SECTION C C 8" CATCH BASIN No. 2 2B 8" 1" B PLAN 8" 5' EDGE OF PAVEMENT 45 RISER 5" MIN. LENGTHS ARE MULTIPLES OF STEP SPACING DRIVE APPROACH DETAIL N.T.S. 48"Ø BASE O.D. + 2" MIN. OPENING 6" MIN. 24" MAX. 30" I.D. MAX. 48" PRECAST BASE OPENING + 6" MIN. GROUT NOTE: ALL CONCRETE SHALL TEST DAYS. CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES. 2" ITEM ASPHALT CONCRETE SURFACE COURSE SHALL BE USED FOR PROPOSED ASPHALTIC DRIVES. 4" ITEM AGGREGATE BASE SHALL BE USED FOR PROPOSED GRAVEL DRIVES 6" ITEM NON-REINFORCED CONCRETE PAVEMENT SHALL BE USED FOR CONC. DRIVES NOTES FOR CONCRETE DRIVES: 1. DRIVEWAYS 10' OR OVER IN WIDTH SHALL HAVE A 1-1/2" CONTRACTION JOINT CONSTRUCTED IN THE CENTER FOR THE FULL LENGTH OF THE DRIVEWAY. 2. DRIVEWAYS OVER 30' IN WIDTH (MEASURED AT THE PROPERTY LINE) ARE NOT PERMITTED. 3. MAXIMUM JOINT SPACING SHALL BE AS DIRECTED BY THE ENGINEER. 4. EXPANSION MATERIAL SHALL BE 1/2" PREMOLDED. 5. 4" OF ITEM 304 OR 411 GRAVEL SHALL BE PLACED UNDER ALL ASPHALT & CONCRETE DRIVES AND THE PRICE BID PER SY (ITEM 452) AND CY (ITEM 448) SHALL INCLUDED THESE QUANTITIES OF ITEM 304 OR 411. NO. 3 MANHOLE 6. PROVIDE BROOM FINISH AND EDGING TO ALL EXPOSED SURFACES.

4 STA TO STA FULL DEPTH WIDENING AT S.R BOTH SIDES STA TO STA LEGEND OF MATERIALS

5 WASHINGTON ROAD (R/W VARIES) STATE RT. 380 (60 R/W)

6 WASHINGTON ROAD (R/W VARIES)

7 WASHINGTON ROAD (R/W VARIES)

8 WASHINGTON ROAD (R/W VARIES)

9 WASHINGTON ROAD (R/W VARIES)

10 WASHINGTON ROAD (R/W VARIES)

11 WASHINGTON ROAD (R/W VARIES)

12 WASHINGTON ROAD (R/W VARIES) UNION ROAD (R/W VARIES)

13 WASHINGTON ROAD (R/W VARIES) UNION ROAD (R/W VARIES)

14 S.R. 380 INT. DETAIL UNION RD. INT. DETAIL STATE RT. 380 (60 R/W) WASHINGTON ROAD (R/W VARIES) WASHINGTON ROAD (R/W VARIES) UNION ROAD (R/W VARIES)

15 DRIVE # 1 (SHT 5) DRIVE # 2 (SHT 5) DRIVE # 3 (SHT 5) DRIVE # 4 (SHT 5) DRIVE # 5 (SHT 6) DRIVE # 6 (SHT 6) DRIVE # 7 (SHT 6) DRIVE # 8 (SHT 6) DRIVE # 9 (SHT 7) DRIVE # 10 (SHT 8) DRIVE # 11 (SHT 8) DRIVE # 12 (SHT 8)

16 DRIVE # 13 (SHT 8) DRIVE # 14 (SHT 9) DRIVE # 15 (SHT 9) DRIVE # 16 (SHT 9) DRIVE # 17 (SHT 10) DRIVE # 18 (SHT 10) DRIVE # 19 (SHT 10) DRIVE # 20 (SHT 10) DRIVE # 21 (SHT 10) DRIVE # 22 (SHT 10) DRIVE # 23 (SHT 10) DRIVE # 24 (SHT 11)

17 DRIVE # 14A DRIVE # 25 DRIVE # 26 DRIVE # 27 DRIVE # 28 DRIVE # 29 DRIVE # 30

55 WASHINGTON ROAD (60 R/W) STATE RT. 380 (R/W VARIES) WASHINGTON ROAD (R/W VARIES)

SECTION GENERAL EXCAVATION

SECTION GENERAL EXCAVATION 02210-1 of 11 SECTION 02210 GENERAL EXCAVATION 02210.01 GENERAL A. Description 1. General excavation shall include but not necessarily be limited to, excavation and grading for general site work, roadways,