Holly Hill Drive Plans 4-11-13

JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
1
9
2-22-13
TITLESHEETROADRECONSTRUCTION
HOLLYHILLDRIVE
NORTH
REVISED 8-28-08
ROAD RECONSTRUCTION
CITY OF GREENVILLE, OHIO
DARKE COUNTY
THESE STANDARDS TO BE APPLIED FOR THIS PROJECT AS REFERRED TO IN THE SPECIFICATIONS
AND/OR ON THE PLANS SHALL BE THE CITY OF GREENVILLE'S STANDARDS (S.W.O.E.A.
CONSTRUCTION AND MATERIALS SPECIFICATIONS, A.W.W.A. AMERICAN WATER WORKS
ASSOCIATION, AND THE OHIO DEPARTMENT OF TRANSPORTATION). ALL WORK SHALL BE DONE
IN ACCORDANCE WITH THESE STANDARDS EXCEPT WHERE IT IS INDICATED DIFFERENTLY. THE
REGISTERED ENGINEER SHALL GOVERN ANY DISCREPANCES BETWEEN SPECIFICATIONS AND
PLANS AND HIS DECISION SHALL BE PREVALENT AND FINAL.
STANDARDS
APPROVED BY
SHEET INDEX
MICHAEL J. BRUNS, P.E., S.I.
REGISTERED ENGINEER #66091
DATE
MICHAEL C. BOWERS
MAYOR
DATE
CURT GARRISON
SAFETY & SERVICE DIRECTOR
DATE
TITLE SHEET 1
GENERAL NOTES 2
GENERAL SUMMARY 3
EXISTING SITE 4
PROPOSED SITE 5
PROPOSED STORM LINE CONNECTION 6
TYPICAL DETAILS 7-9
OWNER
CITY OF GREENVILLE
CURT GARRISON
SAFETY & SERVICE DIRECTOR
937-548-1819
LOCATION MAP
NOT TO SCALE
POWER POLE
TELEPHONE POLE
STOP SIGN
GAS VALVE
WATER VALVE
FIRE HYDRANT
CATCH BASIN
CURB INLET
EXISTING MANHOLE
PROPOSED MANHOLE
SIGN
SIGN
LEGEND
RIGHT OF WAY
EXISTING CONTOUR
EASEMENT
EDGE OF PAVEMENT
PROPERTY LINE
WATER STREET, SANITARY & STORM
CITY OF GREENVILLE CITY OF GREENVILLE
4160 STATE ROUTE 502 450 SOUTH OHIO STREET
GREENVILLE, OHIO 45331 GREENVILLE, OHIO 45331
ATTN: GARY EVANS ATTN: RYAN DELK
937-548-2415 937-548-2215
ELECTRIC GAS
DAYTON, POWER & LIGHT VECTREN
1398 SWEITZER STREET 4285 N. JAMES McGEE BLVD
GREENVILLE, OHIO 45331 DAYTON, OHIO 45417
ATTN: MIKE BROWNE ATTN: MARY A. GARDNER
937-331-4687 937-440-1950
TELEPHONE CABLE
CENTURY LINK TIME WARNER CABLE
803 E. 12th STREET 3691 TURNER ROAD
GREENVILLE, OHIO 45331 DAYTON, OHIO 45415
ATTN: DAVID W. KAPLAN ATTN: TIM KUSS
937-467-4247 937-425-8850
PLANNING DEPARTMENT FIRE DEPARTMENT
CITY OF GREENVILLE CITY OF GREENVILLE
100 PUBLIC SQUARE 100 PUBLIC SQUARE
GREENVILLE, OHIO 45331 GREENVILLE, OH 45331
ATTN: CHAD D. HENRY ATTN: DAVID J. McDERMITT
937-548-4930 937-548-3040
UTILITY COMPANIES
PROJECT
LOCATION
800-362-2764 or 8-1-1
www.oups.org
L.P.
T.P.

JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
2
9
2-22-13
GENERALNOTESROADRECONSTRUCTION
HOLLYHILLDRIVE
1. THE LOCATION OF THE UNDERGROUND UTILITIES HAVE BEEN OBTAINED BY DILIGENT FIELD CHECKS AND SEARCHES OF
AVAILABLE RECORDS. IT IS BELIEVED THAT THEY ARE ESSENTIALLY CORRECT, HOWEVER ACCURACY AND/OR
COMPLETENESS IS NOT GUARANTEED.
2. THE REMOVAL OF ALL EXISTING PIPE DRAINS WHICH WOULD NORMALLY BE REMOVED IN VARIOUS EXCAVATION ITEMS SHALL
BE INCLUDED FOR PAYMENT IN THE UNIT PRICE BID FOR THE RESPECTIVE EXCAVATION ITEM, UNLESS OTHERWISE ITEMIZED
IN THE PLANS.
3. SPECIFICATIONS FOR THIS PROJECT SHALL BE AS PER CITY OF GREENVILLE STANDARDS AND THE OHIO DEPARTMENT OF
TRANSPORTATION'S CONSTRUCTION AND MATERIAL SPECIFICATIONS LATEST EDITION UNLESS OTHERWISE MODIFIED HEREIN.
MOST RESTRICTIVE SHALL APPLY AS DETERMINED BY THE ENGINEER.
4. PLAN & PROFILE ELEVATIONS ARE BASED ON AN IRON SPIKE LOCATED ON THE WEST SIDE OF A LIGHT POLE LYING TO THE
NORTH AND EAST OF THE PROJECT LIMITS. SAID ELEVATIONS = 101.75'.
5. THE FOLLOWING UTILITIES AND OWNERS ARE LOCATED WITHIN THE WORK LIMITS OF THIS PROJECT.
WATER STREET, SANITARY & STORM PLANNING & ZONING
CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE
4160 STATE ROUTE 502 450 SOUTH OHIO STREET 100 PUBLIC SQUARE
GREENVILLE, OHIO 45331 GREENVILLE, OHIO 45331 GREENVILLE, OHIO 45331
ATTN: GARY EVANS ATTN: RYAN DELK ATTN: CHAD D. HENRY
937-548-2415 937-548-2215 937-548-4930
ELECTRIC GAS
DAYTON, POWER & LIGHT VECTREN ENERGY
2385 CAMPBELL ROAD 1300 EXPERIMENT FARM ROAD
SIDNEY, OHIO 45365 TROY, OHIO 45373
800-357-5215 937-440-1822
TELEPHONE CABLE
CENTURY LINK TIME-WARNER CABLE
125 N. MAIN STREET 1450 EXPERIMENT FARM ROAD
GREENVILLE, OHIO 45331 TROY, OHIO 45373
937-498-5185 937-440-6656
6. IF DURING THE CONSTRUCTION, INTERFERENCE ARISES WITH EXISTING UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO NOTIFY THE UTILITY COMPANY INVOLVED. ANY AND ALL WORK REQUIRED FOR PUBLIC OR PRIVATE
UTILITIES WILL BE DONE BY AND AT THE EXPENSE OF THEIR RESPECTIVE OWNERS, UNLESS OTHERWISE NOTED ON THESE
PLANS. THE CONTRACTOR SHALL NOTIFY, AT LEAST SEVEN (7) DAYS BEFORE BREAKING GROUND, ALL PUBLIC SERVICE
CORPORATIONS HAVING WIRES, POLES, PIPES, CONDUITS, MANHOLES, OR OTHER STRUCTURES THAT MAY BE AFFECTED BY
THIS CONSTRUCTION. THIS NOTIFICATION WILL EXTEND TO ANY PUBLIC SERVICE CORPORATION; WHETHER SHOWN OR
NOT.
7. ITEM 203 EXCAVATION, AS PER PLAN:
THIS ITEM OF WORK SHALL CONSIST OF THE WORK AS DESCRIBED IN THE OHIO DEPARTMENT OF TRANSPORTATION ITEM 203
ROADWAY EXCAVATION AND EMBANKMENT EXCEPT AS HEREIN MODIFIED.
THIS WORK SHALL INCLUDE "PROOF ROLLING" WITH LOADED TANDEM DUMP TRUCK AS DIRECTED BY THE CITY UNTIL NO
DEFLECTION OR TIRE INDENTATION IN THE SUB-GRADE IS PRESENT.
ALL SURFACE MATERIAL, EXCAVATED AND UNSUITABLE MATERIAL AND ALL EXCESS EXCAVATED MATERIAL SHALL BE
DISPOSED OF BY THE CONTRACTOR AT HIS RESPONSIBILITY AND EXPENSE OUTSIDE THE LIMITS OF THE RIGHT-OF-WAY AT A
SITE APPROVED BY THE CITY.
PAYMENT FOR ITEM 203 EXCAVATION, AS PER PLAN, FOR ALL OPERATIONS DESCRIBED ABOVE SHALL BE AT THE CONTRACT
CUBIC YARD BID PRICE AND SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE THIS ITEM OF
WORK. THE QUANTITY SHOWN ON THE BID PROPOSAL FOR EXCAVATION CONSTRUCTION IS ESTIMATED FOR BID PURPOSES
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THIS ESTIMATED QUANTITY AND ADJUST HIS UNIT PRICE BID
ACCORDINGLY. PAYMENT FOR THIS ITEM SHALL BE AS BID REGARDLESS OF THE FINAL ACTUAL QUANTITY.
ALL EMBANKMENT REQUIRED TO CONSTRUCT THESE IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL. THE COST OF ALL
LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO PERFORM ALL EMBANKMENT CONSTRUCTION SHALL BE INCLUDED IN
THE UNITY PRICE BID FOR ITEM 203, EXCAVATION, AS PER PLAN.
8. ALL AREAS TO BE SEEDED AND MULCHED SHALL RECEIVE A MINIMUM OF 6" OF TOPSOIL. AFTER PLACEMENT OF THE
TOPSOIL, THE AREA SHALL BE RAKED, ROLLED AND DRESSED FOR SEEDING. NO STONES OR CLODS OVER 1" IN DIAMETER
WILL BE PERMITTED.
9. THE COST OF ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO FURNISH AND INSTALL ALL TOPSOIL NECESSARY TO
PREPARE AREAS THAT ARE TO BE SEEDED AND MULCHED SHALL BE INCLUDED IN THE UNIT BID PRICE FOR ITEM 659,
SEEDING AND MULCHING, AS PER PLAN.
10. SEEDING AND MULCHING SHALL BE IN ACCORDANCE WITH ODOT CMS ITEM 659 WITH THIS EXCEPTION: THE FOLLOWING
SEED MIXTURE SHALL BE USED IN LIEU OF CLASS 1 MIX AS LISTED ON TABLE 659.09-1.
GREEN VELVET "FINEST" SEED MIX:
45% SR 4200 PERENNIAL RYEGRASS
30% KENBLUE KENTUCKY BLUEGRASS
10% MERIT KENTUCKY BLUEGRASS
15% SR 5200E CREEPING RED FESCUE
11. RECORD PLANS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING NOTES OF THE CONSTRUCTION PROCESS THAT CAN BE PRESENTED TO
THE ENGINEER FOR DEVELOPMENT RECORD PLANS. SUCH NOTES SHALL INCLUDE INFORMATION GATHERED DURING THE
SEQUENCE OF CONSTRUCTION, REGARDING UNDERGROUND UTILITY LOCATIONS, INCLUDING DEPTHS. ESPECIALLY OF INTEREST
SHALL BE ANY UTILITIES NOT SHOWN ON THE PLANS OR DEVIATIONS FROM LOCATIONS SHOWN ON THE PLANS. UNDERGROUND
UTILITIES SHALL INCLUDE STORM DRAINS, GAS LINES, ELECTRIC AND COMMUNICATION CABLES, AS WELL AS EXISTING WATER
LINES AND SANITARY SEWER LINES THAT ARE SCHEDULED TO REMAIN IN SERVICE. ALSO, NEW LATERAL AND SERVICE LINE
LOCATIONS, INCLUDING DEPTHS, SHALL BE RECORDED. THE CONTRACTOR SHALL PRESENT THIS INFORMATION TO THE
ENGINEER UPON COMPLETION OF CONSTRUCTION.
12. ITEM 204 - SUBGRADE PREPARATION (UNSUITABLE MATERIAL)
THE CITY SHALL RESERVE THE RIGHT TO DIRECT THE CONTRACTOR TO EXCAVATE ANY UNSUITABLE SUBGRADE AND REPLACE IT
WITH ITEM 304 AGGREGATE BASE (THOROUGHLY COMPACTED). THE CONTRACTOR SHALL BE PAID ON A CUBIC YARD BASIS
MEASURED "IN PLACE" AND BY CROSS SECTION. FOR BID PURPOSES, 150 C.Y. ARE INCLUDED ON THE BID PROPOSAL. THE CITY
RESERVES THE RIGHT TO ADD, DEDUCT OR NON-PERFORM THIS WORK, AS NEEDED TO OBTAIN A SUITABLE SUBGRADE.
IN ADDITION TO THE AGGREGATE BASE, THE ENGINEER MAY ALSO DIRECT THE CONTRACTOR TO INSTALL GEOGRID IN THESE
AREAS. FOR BID PURPOSES, 450 S.Y. OF ITEM 204, SUBGRADE STABILIZATION GEOGRID PLACEMENT HAS BEEN ADDED TO THE
BID PROPOSAL. THE CITY RESERVES THE RIGHT TO ADD, DEDUCT OR NON-PERFORM THIS WORK, AS NEEDED TO ATTAIN A
SUITABLE SUBGRADE. GEOGRID INSTALLED AS PART OF THIS ITEM SHALL BE TENSAR TX-1600 OR AN APPROVED EQUAL.
24. SUBCONTRACTOR SUPERVISION
THE CONTRACTOR IS REQUIRED TO HAVE SOMEONE ON-SITE TO SUPERVISE THE SUBCONTRACTOR FOR QUALITY CONTROL PURPOSES AND TO
PROVIDE ANY NECESSARY ASSISTANCE TO THE SUBCONTRACTOR TO ENSURE QUALITY CONTROL.
25. DEWATERING
ANY NECESSARY DEWATERING OR PUMPING NECESSARY FOR THE CONSTRUCTION OF ANY ITEMS SHALL BE INCIDENTAL TO THOSE
PARTICULAR CONSTRUCTION ITEMS.
26. MUD
THE TRACKING OR SPILLAGE OF MUD, DIRT, OR DEBRIS UPON THE STREETS IS PROHIBITED AND ANY SUCH OCCURRENCE SHALL BE CLEANED
UP IMMEDIATELY BY THE CONTRACTOR.
27. SAFETY
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS
TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT
IS ALSO THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS,
PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK.
28. CONCURRENT ACTIVITY WITH UTILITY COMPANIES
THE CONTRACTOR IS HEREBY ADVISED THAT ALL UTILITY COMPANIES AFFECTED BY THIS PROJECT MAY BE WORKING CONCURRENTLY WITHIN
THE PROJECT LIMITS. NO ADDITIONAL COMPENSATION WILL BE MADE TO THE CONTRACTOR. EXISTING POLES WILL BE RELOCATED BY
OTHERS. GAS VALVES SHALL BE ADJUSTED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE UTILITY
COMPANIES.
29. WATER MAINS SHALL HAVE 4'-6" MINIMUM COVER AND A MINIMUM HORIZONTAL SEPARATION OF 10' FROM SANITARY SEWERS WHEN LAID
PARALLEL TO THEM.
30. WATER LINES CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDES OF THE
WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING SUCH
THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR FROM THE SEWER AS POSSIBLE. IF THE WATER LINE CROSSES BELOW THE SANITARY
SEWER, THE SEWER MUST BE CONSTRUCTED OF WATER MAIN MATERIAL FOR A DISTANCE OF 10' EACH SIDE OF THE CROSSING.
31. THE COST OF ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL ALL CONCRETE COLLARS AND FERNCO COUPLINGS SHALL BE
INCLUDED IN THE UNIT PRICE BID FOR THE PROPOSED CONDUIT ITEM BEING INSTALLED.
32. WATER LINE DISINFECTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL WATER LINES DISINFECTED AS PER THE LATEST REQUIREMENTS OF AWWA C651
AND ALL REQUIREMENTS AS SHOWN IN THE TECHNICAL SPECIFICATIONS FOR THIS PROJECT. THE COST OF ALL LABOR, EQUIPMENT AND
MATERIALS NECESSARY TO PERFORM THE DISINFECTION SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE BID FOR THE WATER LINE
ITEMS. ALL WATER SAMPLES COLLECTED FOR TESTING SHALL BE TAKEN IN THE PRESENCE OF CITY PERSONNEL.
ALL COST ASSOCIATED WITH THE LABORATORY TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN
THE CONTRACTOR'S UNIT PRICE BID FOR THE WATER LINE ITEMS.
33. OWNER OR ENGINEER
THE TERMS "OWNER" SHALL APPLY TO THE CITY OF GREENVILLE AND "ENGINEER" SHALL APPLY TO THE REGISTERED ENGINEER.
34. CONSTRUCTION MEANS AND METHODS
THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. THIS WILL INCLUDE, BUT NOT LIMITED TO:
PROTECTION OF EXISTING UTILITIES
PROTECTION OF THE WORK AND MATERIALS TO BE INCORPORATED INTO THE WORK
CONTROL OF DAMAGE TO EXISTING FEATURES
DEFINITION AND IMPLEMENTATION OF ALL JOB SITE SAFETY REQUIREMENTS
TESTING TO ENSURE QUALITY CONTROL
MAINTENANCE OF UNINTERRUPTED PEDESTRIAN AND VEHICULAR TRAFFIC
SITE CHANGES AND PROPER DISPOSAL OF ALL CONSTRUCTION DEBRIS
35. TRENCH BACKFILL/PIPE BEDDING:
36. CONSTRUCTION NOISE
IN ORDER TO MINIMIZE ANY ADVERSE CONSTRUCTION NOISE IMPACTS, ANY POWER-OPERATED CONSTRUCTION TYPE DEVICE SHALL NOT BE
OPERATED BETWEEN THE HOURS OF 7:00 AM TO 7:00 PM UNLESS AUTHORIZED BY CITY PERSONNEL. IN ADDITION, ANY SUCH DEVICE SHALL
NOT BE OPERATED AT ANY TIME IN SUCH A MANNER THAT THE NOISE CREATED SUBSTANTIALLY EXCEEDS THE NOISE CUSTOMARILY AND
NECESSARILY ATTENDANT TO THE REASONABLE AND EFFICIENT PERFORMANCE OF SUCH EQUIPMENT.
37. OVERNIGHT TRENCH CLOSING
NO TRENCH SHALL BE LEFT OPEN OVERNIGHT EXCEPT FOR A SHORT LENGTH (25 FEET OR LESS) OF A WORK SECTION AT THE END OF THE
TRENCH. THE TRENCH SHALL BE FILLED TO A DEPTH OF NO MORE THAN 5 INCHES BELOW THE EXISTING PAVEMENT BY THE END OF THE
WORK DAY. A METAL PLATE IS TO BE SECURED OVER THE OPEN SECTION. THIS AREA SHALL BE ADEQUATELY MAINTAINED AND PROTECTED
WITH REFLECTIVE DRUMS AND FLASHING LIGHTS TO THE SATISFACTION OF CITY PERSONNEL. IN CASE WORK MUST BE SUSPENDED BECAUSE
OF INCLEMENT WEATHER OR OTHER REASONS, THE TRENCH SHALL BE BACKFILLED AND SECURED AT THE DIRECTION OF THE CITY.
38. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WET TAPS AND ALL COSTS ASSOCIATED WITH THEM.
39. CHANGES IN CONTRACT PRICE
ALL WORK THAT REQUIRES AN INCREASE IN THE TOTAL CONTRACT VALUE MUST BE AUTHORIZED BY THE OWNER VIA SIGNATURE ON A
CHANGE ORDER FORM OR A FIELD WORK ORDER FORM. AUTHORIZATION MUST BE OBTAINED BEFORE THE WORK IS PERFORMED OR SUCH
WORK IS PROVIDED AT THE CONTRACTOR'S SOLE EXPENSE.
40. CONSTRUCTION STAKING:
MOTE AND ASSOCIATES, INC. 214 WEST FOURTH STREET GREENVILLE, OHIO (937) 548-7511 WILL PROVIDE CONSTRUCTION STAKING ON
BEHALF OF THE CITY OF GREENVILLE. STAKING WILL BE PROVIDED TO THE CONTRACTOR ON A ONE TIME BASIS. ANY RESTAKING REQUIRED
WILL BE AT THE CONTRACTORS EXPENSE. CONTACT MR. LOUIS BERGMAN, AT THE NUMBER LISTED ABOVE, A MINIMUM OF 72 HOURS PRIOR
TO NEEDING ANY STAKING COMPLETED.
41. EXISTING STREET SIGNS:
13. ITEM 614 - MAINTAINING TRAFFIC
ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE
CONTRACTOR IN ACCORDANCE WITH SECTION 614.02(A). OF THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
AND THE CITY'S REQUEST.
DRIVEWAY CLOSURES MAY BE NECESSARY TO ENABLE WORK ON OR IN FRONT OF DRIVE. THE CONTRACTOR SHALL GIVE
THE PROPERTY OWNER NOTIFICATION FORTY EIGHT (48) HOURS IN ADVANCE OF CLOSURE.
FORTY EIGHT (48) HOURS PRIOR TO ANY LANE RESTRICTIONS, THE CITY MUST BE CONTACTED AND APPROVE THE
RESTRICTION. THE CITY WILL NOTIFY ALL EMERGENCY PERSONNEL.
THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN SIGNS AND SIGN SUPPORTS AND BARRICADES IN ACCORDANCE
WITH THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL PROVIDE THE CITY WITH THE
NAME AND TELEPHONE NUMBER OF A PERSON/PERSONS WHO CAN BE CONTACTED 24 HOURS A DAY. THIS PERSON SHALL
BE RESPONSIBLE FOR PLACING OR REPLACING NECESSARY TRAFFIC CONTROL DEVICES AND PAVEMENT REPAIR MATERIALS
TO MAINTAIN TRAFFIC IN A SAFE MANNER.
THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO THE REGISTERED ENGINEER, FOR APPROVAL, PRIOR
TO CONSTRUCTION. PAYMENT FOR ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO FOLLOW THESE REQUIREMENTS
SHALL BE INCLUDED IN THE LUMP SUM CONTRACT PRICE FOR ITEM 614, MAINTAINING TRAFFIC.
14. ITEM 603 - STORM SEWER (O.D.O.T. 707.33)
THIS ITEM OF WORK SHALL CONSIST OF THE WORK AS DESCRIBED IN THE OHIO DEPARTMENT OF TRANSPORTATION ITEM
603, PIPE CULVERTS, SEWERS AND DRAINS EXCEPT AS HEREIN MODIFIED.
STORM SEWER CONDUIT SHALL BE CORRUGATED POLYETHYLENE SMOOTH LINED PIPE MEETING THE REQUIREMENTS OF
AASHTO M 294, TYPE S. PIPES SHALL BE JOINED WITH SURE-LOK (BELL AND SPIGOT) JOINTS MEETING THE REQUIREMENTS
OF AASHTO-294 OR EQUAL, APPROVED BY THE ENGINEER. THE BELL AND SPIGOT SHALL INCORPORATE A GASKET MAKING IT
SILT TIGHT.
15. ITEM 304 - AGGREGATE BASE, AS PER PLAN
THIS ITEM SHALL CONSIST OF THE WORK AS DESCRIBED IN THE OHIO DEPARTMENT OF TRANSPORTATION ITEM 304
AGGREGATE BASE, EXCEPT AS MODIFIED HEREIN.
THIS WORK SHALL INCLUDE SATURATING THE AGGREGATE BASE WITH WATER DURING PLACEMENT OF EACH LIFT, PRIOR TO
COMPACTION.
THIS WORK SHALL INCLUDE "PROOF ROLLING" WITH A LOADED TANDEM DUMP TRUCK AS DIRECTED BY THE CITY UNTIL NO
DEFLECTION OR TIRE INDENTATION IS PRESENT IN THE AGGREGATE BASE.
PAYMENT FOR THIS ITEM FOR ALL OPERATIONS DESCRIBED ABOVE SHALL BE AT THE CONTRACT CUBIC YARD BID PRICE AND
SHALL INCLUDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED TO COMPLETE THIS ITEM OF WORK.
16. UTILITY INTERFERENCE
IF DURING CONSTRUCTION INTERFERENCE ARISES WITH EXISTING UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO NOTIFY THE UTILITY COMPANY INVOLVED. THE CONTRACTOR SHALL NOTIFY, AT LEAST SEVEN (7) DAYS
BEFORE BREAKING GROUND, ALL PUBLIC SERVICE CORPORATIONS HAVING WIRES, POLES, PIPES, CONDUITS, MANHOLES, OR
OTHER STRUCTURES THAT MAY BE AFFECTED BY THIS OPERATION. THERE WILL BE NO DELAYS ALLOWED FOR UTILITY
INTERFERENCE.
17. EXISTING TILE HOOKUPS
ALL DRAINAGE TILES REMOVED, REPLACED, AND/OR CONNECTED TO THE PROPOSED STORM SEWER SHALL BE NOTED ON
THE RECORD DRAWINGS AND SHALL BE INSPECTED BY THE CITY PRIOR TO BEING COVERED.
ALL FIELD TILES OR STORM DRAINS WHICH ARE ENCOUNTERED DURING CONSTRUCTION SHALL BE CONNECTED TO THE NEW
STORM SEWER OR PLUGGED, AS APPROVED AND DIRECTED BY REPRESENTATIVES OF THE ENGINEER.
18. PROPERTY POINTS AND SURVEY MONUMENTS
CARE SHALL BE TAKEN BY THE CONTRACTOR TO SAFEGUARD ANY PROPERTY POINTS OR OTHER SURVEY REFERENCE MARKS
ENCOUNTERED DURING CONSTRUCTION OF THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RESET ANY PROPERTY PINS OR SURVEY MONUMENTS WHICH ARE DISTURBED AS A RESULT OF CONSTRUCTION OF THIS
PROJECT. THE PROPERTY PINS AND SURVEY MONUMENTS SHALL BE RESET UNDER THE SUPERVISION OF A REGISTERED
PROFESSIONAL SURVEYOR.
PAYMENT FOR THIS ITEM SHALL BE INCIDENTAL TO THE OTHER ITEMS PAID FOR IN THIS PROJECT.
19. CONSTRUCTION LIMITS
THE CONSTRUCTION LIMITS SHALL BE AREAS LOCATED WITHIN THE EXISTING AND PROPOSED ROAD RIGHT-OF-WAYS.
21. SPECIAL CONDITIONS
ALL CONCRETE WORK MUST BE FINISHED TO THE SATISFACTION OF THE ENGINEER. CONCRETE CURB PLACED BY MACHINE
MUST BE HAND TROWELED PRIOR TO BROOMING. NO WATER MAY BE USED TO ASSIST TROWELING.
22. SAW CUT PAVEMENT JOINTS
SAW CUT PAVEMENT JOINTS SHALL BE INCLUDED IN THE PAYMENT OF ITEM 448, ASPHALT CONCRETE SURFACE COURSE.
MORE THAN ONE SAWCUT MAY BE NECESSARY TO ENSURE A CLEAN CUT.
JUST PRIOR TO ASPHALT PLACEMENT, BITUMINOUS MATERIAL SHALL BE PLACED ON THE VERTICAL FACE OF THE SAW CUT
JOINTS PRIOR TO PAVING AS PER 401.14. IN ADDITION TO THE SAWCUT JOINTS, ALL OTHER VERTICAL FACES (I.E. EXISTING
PAVEMENT, CURB AND GUTTER, MANHOLES, AND OTHER STRUCTURES) SHALL BE COATED WITH BITUMINOUS MATERIAL IN
ACCORDANCE WITH 401.14. AFTER THE ASPHALT WORK IS COMPLETED, THE TRANSVERSE JOINTS SHALL BE SEALED WITH
LIQUID ASPHALT. THE JOINT PREPARATION AND SEALING SHALL BE INCLUDED IN THE PAYMENT FOR ITEM 448, ASPHALT
CONCRETE SURFACE COURSE.
23. DEMOLITION NOTES
THE CONTRACTOR SHALL SAW CUT ALL EXISTING PAVEMENT, SIDEWALK AND CURB AGAINST WHICH ALL IMPROVEMENTS
ARE PROPOSED. PAVEMENT, WALK, AND CURB SHALL BE SAW CUT IN NEAT, STRAIGHT LINES. COST FOR SAW CUTTING
SHALL BE INCLUDED IN THE RELATED REMOVAL ITEM.
ALL WORK ASSOCIATED WITH REMOVING, RELOCATING OR REPLACING ANY EXISTING STREET SIGNS, WITHIN THE PROJECT LIMITS, SHALL
BE PERFORMED BY THE CITY OF GREENVILLE STREET DEPARTMENT.

JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
3
9
2-22-13
GENERALSUMMARYROADRECONSTRUCTION
HOLLYHILLDRIVE
GENERAL SUMMARY
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LINENO.
SHEET NUMBER
ITEM QUANTITY UNIT DESCRIPTION
1 2 3 4 5 6 7 8 9
2
4
5
201 CLEARING AND GRUBBING, AS PER PLAN1 LUMP
203 EXCAVATION, AS PER PLAN600 C.Y.
202 CURB AND GUTTER REMOVEDL.F.
202 WALK REMOVEDS.F.
202 STEPS REMOVEDL.F.
202 CONCRETE PAVEMENT REMOVED, DRIVESS.Y.
202 STONE RETAINING WALL REMOVEDL.F.
202 CATCH BASIN REMOVEDEACH
202 MANHOLE REMOVEDEACH
202 PIPE REMOVED, UNDER 24"L.F.
202 28" x 56" THREE SIDED BOX CULVERT REMOVED AND BACKFILLEDL.F.
638 FIRE HYDRANT REMOVED1 EACH
204 SUBGRADE COMPACTION, AS PER PLAN1375 S.Y.
204 SUBGRADE PREPARATION150 C.Y.
204 SUBGRADE STABILIZATION, GEOGRID PLACEMENT450 S.Y.
304 AGGREGATE BASE, AS PER PLANC.Y.
408 PRIME COATGAL.
448 ASPHALT CONCRETE SURFACE COURSE, TYPE '1', PG 64-22C.Y.
448 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE '2', PG 64-22C.Y.
452 NON-REINFORCED CONCRETE PAVEMENT42 S.Y.
608 CONCRETE WALK, AS PER PLANS.F.
608 CURB RAMP WITH TRUNCATED DOMESEACH
609 TYPE 'B' CURB AND GUTTER, AS PER PLANL.F.
608 CONCRETE STEPSL.F.
611 STORM MANHOLE3 EACH
611 TYPE 'A' CATCH BASIN AS PER PLAN8 EACH
611 4" STORM DRAIN REPAIR1 EACH
611 12" CONDUIT, TYPE 'B', 707.33215 L.F.
611 24" CONDUIT, TYPE 'B', 707.33162 L.F.
611 24" CONDUIT, TYPE 'C', 707.33130 L.F.
611 36" x 24" ECCENTRIC REDUCER, 707.331 EACH
614 MAINTAINING TRAFFIC, AS PER PLAN1 LUMP
624 MOBILIZATION1 LUMP
659 SEEDING AND MULCHING, AS PER PLAN565 S.Y.
32 12 34 ASPHALT REJUVENATING AGENT (RECLAMITE)1375 S.Y.
33 11 13 8" WATER LINE (AWWA C-900)452 L.F.
SPEC. MODULAR RETAINING WALL, AS PER PLAN400 S.F.
SPEC. BOND1 LUMP
33 12 13 2" WATER SERVICE2 EACH
33 12 16 8" GATE VALVE W/BOX2 EACH
33 12 19 FIRE HYDRANT1 EACH
33 31 00 8" SANITARY SEWER391 L.F.
33 39 13 TYPE 'A' SANITARY MANHOLE4 EACH
SPEC. CHIMNEY SEAL4 EACH
1
905
1160
40
28
322
7
2
140
470
600
1
1
1375
150
450
550
458
57.3
76.4
42
4127
40
4
900
1
1
1
1
565
1375
3
8
215
905
1160
40
28
322
7
2
140
470
550
458
57.3
76.4
4127
40
4
900
400
4
611 2 EACH
611 12" CONDUIT, TYPE 'C', 707.3320 L.F.
33 31 00 8" SANITARY SEWER PLUG1 EACH
391
4
1
20
611 18" CONDUIT, TYPE 'B', 707.3339 L.F.
162
130
1
2
39
33 31 00 6" SANITARY SEWER36 L.F.36
1
2
2
33 11 13 8" x 8" TEE2 EACH
33 11 13 4 EACH
33 11 13 8" PLUG1 EACH
33 11 13 8" x 6" REDUCER2 EACH
452
2
4
1
2

PK NAIL #1
PK NAIL
L.P.
EX. DRIVE
APPROACH
RHOADESAVE.
PK NAIL #5
PK NAIL #4
TO BE RELOCATED
BY CITY
REMOVE EX.
STONE RETAINING
WALL
EX.28"x56"BOXCULVERT/SIDEWALK,
TOBEREMOVED
EX.8"SANITARYSEWER
EX. STEPS
REMOVE
BOARD OF EDUCATION
CITY OF GREENVILLE
PARCEL NO. F27-2-212-26-04-03-11700
NO PARKING
SCHOOL DAYS 7AM-3PM
REMOVE EX. STONE
RETAINING WALL
REMOVE
LANDSCAPE
BEGIN EX. BOX CULVERT
NO PARKING
SCHOOL DAYS 7AM-3PM
TYP. 3 THIS SIDE
NO PARKING &
SPEED LIMIT 10 MPH
L.P.
781
JACK L. & SHERRY K. HUNT
PARCEL NO. F27-2-212-26-04-04-11500
1198
1189
MICHAEL & LEIGH ANN FLETCHER
PARCEL NO. F27-2-212-26-04-04-11600
D.B. 626, PG. 588
780
781
BRENT & KIMBERLY DEVOSS
PARCEL NO. F27-2-212-26-04-03-13300
D.B. 403, PG. 2478
TOM HUNT III REALTY INC.
AN OHIO CORPORATION
PARCEL NO. F27-2-212-26-04-03-13500
D.B. 626, PG. 143
EX.STORM
TOBEREMOVED
EX.STORM
TOBEREMOVED
EX. STORM
TO REMAIN
EX.STORM
TO
REMAIN
EX.STORMTOREMAIN
EX.STORM
TOREMAIN
EX.8"SANITARYSEWER
EX. STORM
TO
BE
REMOVED
EX. STORM
TO
BE
REMOVED
EX.STORM
TOBEREMOVED
EX. FH
TO BE
REMOVED
EX.8"WATERLINE
EX. 8" WATERLINE, TO BE ABANDONED
PK NAIL #2
PK NAIL #3
EX. SANITARY MANHOLE
TO BE REMOVED
EX. 8' - 36" CONC.
STORM SEWER, TO
REMAIN
EX. STORM MANHOLE, TO REMAIN
PK NAIL #8
ENDCONSTRUCTION
EX. 8" SANITARY SEWER, TO BE ABANDONED
TOM HUNT III REALTY INC.
AN OHIO CORPORATION
PARCEL NO. F27-2-212-26-04-03-13400
D.B. 626, PG. 143
EX. 8" WATERLINE
EX. 8" WATERLINE, TO BE ABANDONED
EX.8"SANITARYSEWER
EX. 8" SANITARY SEWER, TO BE ABANDONED
HOLLY HILL DRIVE 60' R/W
GARDENWOODDR.
EX. STORM MANHOLE
TOP ELEVATION = 98.85'
28" INV. (N) = 96.52'
28" INV. (E) = 96.42'
(TO BE REMOVED)
HONEYSUCKLEDR.
REMOVE
SHRUBS
EX. DRIVE
APPROACH
EX. 28" x 56" BOX CULVERT/SIDEWALK, TO BE REMOVED
EX. CURB AND GUTTER, TO BE REMOVED
EX. CURB AND GUTTER,
TO BE REMOVED
EX. SIDEWALK, TO BE REMOVED
EX. CATCH BASIN,
TO BE REMOVED
EX. CATCH
BASIN, TO BE
REMOVED
EX. CATCH
BASIN, TO BE
REMOVED
EX. CATCH
BASIN, TO BE
REMOVED
EX. ASPHALT AND BASE, TO BE REMOVED
REMOVE
EX.CONC.WALK
EX.CONC.WALK
EX.CONC.WALK
EX.CONC.WALK
EX.CONC.WALK
EX.CONC.WALK
EX.CONC.WALK
EX.GRASS
EX.GRASS
EX. GRASS EX. GRASS EX. GRASS EX. GRASS EX. GRASS EX. GRASS
EX. GRASS
EX. GRASS EX. GRASS
EX. STEPS
REMOVE
EX. STEPS
REMOVE
EX. STEPS
REMOVE
EX. 28" x 56" BOX CULVERT/SIDEWALK,
TO BE REMOVED
REMOVE
EX. LARGE ROCKS,
TO BE REMOVED IF
DIRECTED.
JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
4
9
2-22-13
EXISTINGSITEROADRECONSTRUCTION
HOLLYHILLDRIVE
EX. HOLLY HILL DRIVE
NORTH
SCALE
1:20
* ALL INFRASTRUCTURE WITHIN PUBLIC RIGHT-OF-WAY TO BE REMOVED, UNLESS NOTED OTHERWISE.
1160
S.F.
202
WALK
REMOVED
905
L.F.
202
CURBAND
GUTTER
REMOVED
140
L.F.
202
PIPE
REMOVED,
UNDER
24"
7
EACH
202
CATCHBASIN
REMOVED
470
L.F.
202
2
EACH
202
MANHOLE
REMOVED
322
L.F.
202
STONE
RETAINING
WALL
REMOVED
1
LUMP
201
40
L.F.
202
STEPS
REMOVED
CONCRETE
PAVEMENT
REMOVED,
DRIVES
28
S.Y.
202
NOTES:
1. THE CONTRACTOR'S UNIT PRICE BID FOR ITEM 202, 28" x 56" THREE SIDED BOX CULVERT REMOVED AND BACKFILLED
SHALL INCLUDE THE REMOVAL OF A MINIMUM OF 3" OF ADDITIONAL "SLUDGE" MATERIAL IN THE BOTTOM OF THE BOX
CULVERT. THE BOX CULVERT AREA ALONG HOLLY HILL DRIVE SHALL BE BACKFILLED WITH ODOT ITEM 304
AGGREGATE BASE MATERIAL UP TO THE BOTTOM OF THE PROPOSED CONCRETE WALK. THE AGGREGATE BASE
BACKFILL MATERIAL SHALL BE INSTALLED AND COMPACTED IN MAXIMUM LIFTS OF 4". THE BOX CULVERT AREA
EAST OF HOLLY HILL DRIVE SHALL BE BACKFILLED WITH ACCEPTABLE COMPACTED EXCAVATED MATERIAL AND
BEDDING AND BACKFILL MATERIAL REQUIRED TO INSTALL THE PROPOSED STORM SEWER.
2. THE EXISTING STONE RETAINING WALL EAST OF HOLLY HILL DRIVE SHALL BE REMOVED AND NOT REPLACED. THE
AREA SOUTH OF THE RETAINING WALL SHALL BE REGRADED AT A MAXIMUM SLOPE OF 10:1 FROM THE EXISTING
GROUND LEVEL AT THE TOP OF THE REMOVED WALL, SOUTH TO MATCH INTO THE EXISTING GRADE. ALL
EMBANKMENT MATERIAL REQUIRED SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT BID PRICE FOR ITEM 203,
EXCAVATION, AS PER PLAN. THE CONTRACTOR SHALL INSTALL A MINIMUM OF 6" OF TOPSOIL OVER THE REGRADED
AREA AND ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED.
3. THE REMOVED FIRE HYDRANT SHALL REMAIN THE PROPERTY OF THE CITY OF GREENVILLE.
4. THE CONTRACTOR'S UNIT PRICE BID FOR ITEM 203, EXCAVATION, AS PER PLAN SHALL INCLUDE THE REMOVAL OF THE
EXISTING STREET ASPHALT PAVEMENT AND ALL EXISTING STREET BASE MATERIALS. THE EXISTING BASE MATERIALS
MAY CONSIST OF CRUSHED LIMESTONE BASE AND/OR THE POSSIBILITY OF CONCRETE. THE CITY OF GREENVILLE HAS
ON FILE A GEOTECHNICAL INVESTIGATION THAT WAS PERFORMED ON HOLLY HILL DRIVE. COPIES OF THE REPORT
MAY BE OBTAINED BY CONTACTING MR. CHAD HENRY AT THE CITY OF GREENVILLE PLANNING AND ZONING OFFICE.
5. THE CONTRACTOR'S LUMP SUM BID FOR CLEARING AND GRUBBING, AS PER PLAN SHALL INCLUDE THE COST OF ALL
LABOR, EQUIPMENT AND MATERIALS NECESSARY TO REMOVE VARIOUS LANDSCAPING ITEM THROUGHOUT THE
PROJECT LIMITS. ONLY ITEMS PRE-APPROVED BY THE CITY OF GREENVILLE SHALL BE REMOVED. ALL EXISTING
LANDSCAPE BLOCKS REQUIRED TO REMOVED SHALL REMAIN THE PROPERTY OF THE LAND OWNER. THE CONTRACTOR
SHALL HAND REMOVE THE BLOCKS AND PLACE THEM OUTSIDE THE CONSTRUCTION LIMITS.
600
C.Y.
203
EXCAVATION,
ASPER
PLAN
1
EACH
638
FIRE
HYDRANT
REMOVED

6+00
7+00
7+09
L.P.
PK NAIL #5
BOARD OF EDUCATION
CITY OF GREENVILLE
PARCEL NO. F27-2-212-26-04-03-11700
JACK L. & SHERRY K. HUNT
PARCEL NO. F27-2-212-26-04-04-11500
MICHAEL & LEIGH ANN FLETCHER
PARCEL NO. F27-2-212-26-04-04-11600
D.B. 626, PG. 588
BRENT & KIMBERLY DEVOSS
PARCEL NO. F27-2-212-26-04-03-13300
D.B. 403, PG. 2478
+50
4+00
2+001+00 3+00 5+00
EX. AGGREGATE DRIVE,
NO DRIVE APPROACH TO
BE INSTALLED.
0+00 1+00 2+00 3+00 4+00 5+00 5+42
Elevation
Elevation
100
92
100
102
97.5
95
92.5
97.5
95
+0.50% -0.50%
+0.65% -0.50%
+1.22%
JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
5
9
2-22-13
PROPOSEDSITE
&PROFILES
ROADRECONSTRUCTION
HOLLYHILLDRIVE
EX. HOLLY HILL DRIVE ALIGNMENT STA 0+00 - 5+42
GARDENWOODDR.
HOLLY HILL DR. 60' R/W
PROP. 36" x 24" ECCENTRIC REDUCER.
INV. ELEV. = 93.94 (FIELD VERIFY)
CONNECT TO EX. 36" CONDUIT WITH
CONCRETE COLLAR.
PROP. 5' SIDEWALK
STM-1STM-3
STM-4
EX.8"SANITARYSEWER
EX. 8" WATERLINE
1189
1198
ENDCONSTRUCTION
STA4+38
END
CONSTRUCTION
STA4+38,
ELEV.=100.02
BEGIN
CONSTRUCTION
STA0+00.00,
ELEV.=98.56
EX. GRADE ( )CL
84"
PK NAIL #8
STA 1+52.76, 0.26' RT.
ELEV. = 99.10'
PROP. GRADE ( )CL
NORTH
SCALE
1:20
*ALL DEPTHS OF EXISTING UTILITIES ARE ASSUMED AND SHOULD BE FIELD VERIFIED
PROFILE STA 0+00 - 5+42
EX. STORM MANHOLE
84" INV. (N/S) = 88.94'
3
2
1
4
4
2
10
13
11
8" INV. (N) = 95.97'
8" INV. (SE) = 95.97'
EX. 8' - 36" CONC.
STORM SEWER
INV. (W) = 93.94'
TO BE REMOVED
8" INV. (N) = 96.98' (TO BE CAPPED)
8" INV. (W) = 96.83' (TO REMAIN)
8" INV. (S) = 96.83' (TO BE CAPPED)
PROP. 8" INV. (E) = 96.83'
PK NAIL #3, STA 6+00.00
ELEVATION = 100.34'
PK NAIL #2, STA 7+09.00
ELEVATION = 100.18'
PK NAIL #1, STA 5+42.00
ELEVATION = 100.00'
PK NAIL
ELEVATION = 101.75'
781
780
781
L.P.
PROP. 5' SIDEWALK
EX.8"SANITARYSEWER
EX.8"SANITARY
SEWER
EX.8"SANITARYSEWER
NOTE:
ROOF DRAINS, FOUNDATION DRAINS AND
OTHER CLEAN WATER CONNECTIONS TO THE
SANITARY SEWERS ARE PROHIBITED.
ELEV.=99.55
ELEV.=99.30
ELEV.=99.42
ELEV.=98.95
ELEV.=99.27
ELEV.=99.44
ELEV.=99.11
ELEV.=99.06
ELEV.=99.02
ELEV.=98.89
ELEV.=99.14
ELEV.=98.81
ELEV.=98.93
ELEV.=98.68
ELEV.=99.85
PROPOSED CENTERLINE GRADES
EX. 8" WATER LINE
EX.12"STORMSEWER
EX.SANITARYLATERAL
EX.CONC.
DRIVE
EX.CONC.
DRIVE
EX.CONC.WALK
EX.CONC.WALK
EX.CONC.WALK
EX.CONC.
WALK
EX.CONC.
WALK
EX.CONC.
WALK
EX.CONC.
WALK
PROP. MODULAR RETAINING
WALL, TYP.
PROP.10'STORMSEWEREASEMENT
PROP.5'UTILITYEASEMENT
EX. 10' UTILITY
EASEMENT
PROP. 5' SIDEWALK
PROP. 5' SIDEWALK
1+21-CREST
ELEV.=98.89
1+85-SAG
ELEV.=99.53
2+95-CREST
ELEV.=99.23
3+65-SAG
1
PROP. CATCH BASIN TYPE 'A'
STA 0+02.19, 13.5' RT.
GRATE = 98.09
T/C = 98.63
24" INV. (E-W) = 94.17
3
PROP. STORM MANHOLE
STA 0+02.19, 6.0' RT.
TOP = 98.57
24" INV. (E-N) = 94.27
12" INV. (W) = 94.52
PROP. CATCH BASIN TYPE 'A'
STA 0+02.19, 13.5' LT.
GRATE = 98.09
T/C = 98.63
12" INV. (E) = 94.82
9STM-2
STM-5
STM-9
STM-10
5
6 78
STM-6
STM-8
12
14
STM-12
STM-11SAN-13 SAN-14
SAN-15
SAN-16
SAN-17
15 16
17
5 PROP. STORM MANHOLE
STA 1+58.3, 6.0' RT.
TOP = 98.86
24" INV. (S) = 94.55
18" INV. (W) = 94.55
12" INV. (NE) = 94.80
6 PROP. STORM MANHOLE
STA 1+58.4, 33.1' LT.
TOP =
18" INV. (E) = 94.84
12" INV. (N-S) = 95.09
7 PROP. CATCH BASIN TYPE 'A'
STA 1+65.8, 33.5' LT.
GRATE = 98.71
T/C = 99.25
12" INV. (S) = 95.18
STA 1+38.9, 32.9' LT.
GRATE = 98.71
T/C = 99.25
12" INV. (N) = 95.27
12" INV. (S) = 95.27
STA 1+85, 13.5' RT.
GRATE = 98.41
T/C = 98.95
12" INV. (SW-E) = 94.93
STA 1+85, 13.5' LT.
GRATE = 98.41
T/C = 98.95
12" INV. (E) = 95.05
EX. STORM MANHOLE
STA 4+25.00, 9.90' RT.
EX. TOP = 99.58'
EX. 12" INV. (SW) = 93.54'
11
STA 3+65, 13.5' LT.
GRATE = 98.75
T/C = 99.29
12" INV. (NE-E) = 94.14
STA 3+65, 13.5' RT.
GRATE = 98.75
T/C = 99.29
12" INV. (W) = 94.38
14 PROP. SANITARY MANHOLE TYPE 'A'
CONSTRUCT OVER EX. 8" SANITARY
TOP = 98.54'
8" INV. (W) = 95.80'
8" INV. (N) = 95.80'
8" INV. (E) = 95.80'
STA. 1+46.3, CENTERLINE
TOP = 99.04
8" INV. (N-S) = 96.44
8" INV. (W) = 96.44
STA. 1+75, CENTERLINE
TOP = 98.89
8" INV. (N-S) = 96.56
8" INV. (W) = 96.56
STA. 3+23, CENTERLINE
TOP = 99.43
8" INV. (S) = 97.15
6" INV. (W) = 97.15
STM-1 PROP. 130 LF - 24" CONDUIT TYPE 'C' @ 0.18%
STM-2 PROP. 6 LF - 24" CONDUIT TYPE 'B' @ 1.66%
STM-9
STM-10
PROP. 26 LF - 12" CONDUIT TYPE 'B' @ 0.50%
STM-11
STM-12
SAN-13 PROP. 159 LF - 8" SANITARY SEWER @ 0.40%
SAN-16
ALL RESTORATION OF THE EXISTING SURFACE
BEYOND THE PROPOSED SIDEWALK SHALL BE
INCLUDED IN THE UNIT PRICE BID FOR THE 6"
SANITARY SEWER. ALL REDUCERS AND OR
COUPLINGS REQUIRED TO CONNECT TO THE
EXISTING LATERAL SHALL BE INCLUDED IN THE
PRICE OF THE 6" SANITARY SEWER.
INSTALL MANUFACTURED SEWER PLUG IN END OF LINE
STM-7
SAN-18
SAN-18
CONNECT TO EX. SANITARY SEWER WITH A
STAINLESS STEEL SHIELDED FERNCO COUPLING.
THE COST OF THE COUPLING SHALL BE INCLUDED IN
THE UNIT PRICE BID FOR THE 8" SANITARY SEWER.
STM-7 PROP. 20 LF - 12" CONDUIT TYPE 'C'
CONNECT TO EX. 12" STM. SEWER WITH
PROP. 5' SIDEWALK
MATCH AT EX.
JT.
THERE IS AN EXISTING 2" WATER LINE SERVING
THIS APARTMENT BUILDING. EXACT LOCATION
TO BE FIELD VERIFIED WITH THE CITY WATER
DEPARTMENT. THE SERVICE LINE SHALL BE
REPLACED TO A POINT BEYOND THE PROPOSED
RETAINING WALL AS PART OF THIS PROJECT.
SEE NOTE THIS SHEET.
EX. 8" GATE VALVE W/BOX, TO REMAIN
CONNECT PROPOSED WATER LINE TO VALVE
PROP. 290 L.F. 8" WATERLINE (AWWA C-900)
PROP. 139 L.F. 8" WATERLINE (AWWA C-900)
SAWCUT,
MATCH EX.
PROP. 8" x 8" TEE W/BLK.
PROP. 8" GATE VALVE W/BOX
PROP. 8" x 8" TEE W/BLK.
PROP. 8" x 6" REDUCER (NORTH) - CONNECT TO EX. VALVE
DISCONNECT WATER LINE FROM EAST SIDE OF EXISTING
TEE, INSTALL 8" PLUG.
PROP. 8" GATE VALVE W/BOX (WEST SIDE OF TEE)
PROP. 8" x 6" REDUCER
PROP. FIRE HYDRANT
EX.8"WATERLINE
EX. 8" GATE VALVE W/BOX, TO REMAIN
CONNECT PROPOSED WATER LINE TO VALVE
NOTE:
THE COST OF ALL LABOR, EQUIPMENT AND MATERIALS
NECESSARY TO INSTALL A COMPLETE WATER SERVICE,
INCLUDING BUT NOT LIMITED TO, TAPPING THE MAIN,
INSTALLATION OF CORP. STOP, INSTALLATION OF TYPE 'K'
COPPER SERVICE LINE, INSTALLATION OF CURB VALVE
AND BOX AND CONNECTION TO THE EXISTING WATER
SERVICE SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT
PRICE BID FOR 2" WATER SERVICE. ALL COMPONENTS OF
THE WATER SERVICE SHALL BE AS SPECIFIED BY THE CITY
OF GREENVILLE WATER DEPARTMENT.
THERE IS AN EXISTING 2" WATER LINE SERVING THIS APARTMENT
BUILDING. EXACT LOCATION TO BE FIELD VERIFIED WITH THE
CITY WATER DEPARTMENT. THE SERVICE LINE SHALL BE
REPLACED TO A POINT BEYOND THE PROPOSED RETAINING WALL
AS PART OF THIS PROJECT. SEE NOTE THIS SHEET.
EX. STORM MANHOLE
PROP. CATCH BASIN
12
11
STM-11
PROP. 60 LF - 12" STORM
SEWER' @ 1.00%
PROP. CATCH BASIN
9STM-9
PROP. 26 LF - 12" STORM SEWER @ 0.50%
STM-4 PROP. 156 LF - 24" STORM SEWER @ 0.18%
PROP. STORM MANHOLE 5
PROP. STORM MANHOLE 3
PROP. SANITARY MANHOLE 14 PROP. SANITARY MANHOLE 15 PROP. SANITARY MANHOLE 16 PROP. SANITARY MANHOLE 17
SAN-14
18" MIN.
PROP. 8" WATER LINE
PROP. 8" WATER LINE
EX. 8" WATER LINE. FIELD
VERIFY EXACT DEPTH.
CONNECT TO EX. GATE VALVE
EX. 8" WATER LINE. FIELD
VERIFY EXACT DEPTH.
CONNECT TO EX. GATE VALVE
NOTE:
WATER MAINS CROSSING SEWERS SHALL BE LAID TO
PROVIDE A MINIMUM VERTICAL DISTANCE OF 18
INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN
AND THE OUTSIDE OF THE SEWER. THIS SHALL BE
THE CASE WHERE THE WATER MAIN IS EITHER
ABOVE OR BELOW THE SEWER WITH PREFERENCE
TO THE WATER MAIN LOCATED ABOVE THE SEWER.
AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE
SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR
FROM THE SEWER AS POSSIBLE. SPECIAL
STRUCTURAL SUPPORT FOR THE WATER AND
SEWER PIPES MAY BE REQUIRED.

Elevation
87.5
100
0+00 1+00
97.5
95
92.5
90
JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
6
9
2-22-13
PROFILECONNECTION
PROPOSEDSTORM
ROADRECONSTRUCTION
HOLLYHILLDRIVE
NORTH
SCALE
1:20
STM-1
4 3
EX. STORM MANHOLE
84" INV. (N/S) = 88.94'
PROP. 130 L.F. - 24" STORM SEWER @ 0.18%
EX. 8' X 36" INV. (W) = 93.94'
STORM PROFILE STA 0+02.19, 14.00' RT. TO 151.00' RT.
EX. 84" INV. (N/S) = 88.94'
2
PROP. CATCH BASIN
PROP. STORM MANHOLE
PROP. CATCH BASIN
PROP. 36" x 24" ECCENTRIC REDUCER
CONNECT WITH CONCRETE COLLAR
PROP. 18 L.F. - 12" STORM
SEWER @ 1.16%
STM-3
PROP. 8" SANITARY SEWER
1

SIDEWALK
4" THICK
VARIABLE
X" THICK4'
VARIABLE
TRANSITION CURB HEIGHT FROM 6" TO
2" OVER A DISTANCE OF 4'
1
2" EXPANSION JOINT
(BOTH SIDES OF DRIVE)
1
2" EXPANSION JOINT (BOTH
SIDES & BACK OF DRIVE)
TREE LAWN 1" CONTRACTION JOINT
BACK OF CURB
GENERAL NOTES:
APPROACH SHALL MEET THE REQUIREMENTS SET FORTH IN ITEM
#499 "CONCRETE CLASS 'C' or ODOT ITEM #452.
MAXIMUM JOINT SPACING SHALL BE 12' LONGITUDINALLY AND
TRANSVERSELY.
DRIVE APPROACHES SHALL BE KEYED AT ALL CONSTRUCTION
JOINTS.
EXPANSION MATERIAL SHALL BE 1
2" PREMOLDED AS PER ODOT
705.03.
4" OF ACCEPTABLE AGGREGATE BASE SHALL BE PLACED UNDER
THE DRIVE APPROACH. ACCEPTABLE BASE CONSISTS OF ANGULAR
TYPE #57, #411, AND #304 STONE. NATURAL STONE IS NOT
PERMITTED.
PROVIDE BROOM FINISH AND EDGING TO ALL EXPOSED SURFACES.
THE DRIVE APPROACH FLARES SHOWN ABOVE SHALL BE USED AND
ANY VARIANCE FROM SUCH SHALL FIRST BE APPROVED BY THE
CITY ENGINEER OR A REPRESENTATIVE THEREOF.
DRIVE APPROACH MUST BE A MINIMUM OF 3' FROM PROPERTY LINE.
GUTTER & BREAK AWAY CURB.
THE RADIUS LENGTH SHALL BE THE SAME AS THE TREE LAWN
WIDTH OR ANY VARIANCE FROM SUCH SHALL FIRST BE APPROVED
BY THE CITY ENGINEER OR A REPRESENTATIVE THEREOF.
1 1
2" RADIUS
1" CONTRACTION JOINT
4" OF COMPACTED
AGGREGATE BASE
X" OF CLASS 'C' CONCRETE
(MINIMUM 4000 PSI)
X" CONCRETE THRU SIDEWALK SLOPE MIN. = 1
4" PER 1',
MAX = 1" PER 1' DRIVE WIDTHS
RESIDENTIAL COMMERCIAL
12' - 24' 16' - 35'
'X' = 6" RESIDENTIAL, 8" COMMERCIAL
NOTES
ALL FORMS OF NEW SIDEWALK SHALL MEET THE REQUIREMENTS SET FORTH IN ITEM #499,
'CONCRETE - GENERAL' and ITEM #511, 'CONCRETE FOR STRUCTURES '
MAXIMUM JOINT SPACING ALONG WALK MAY VARY TO MATCH OVERALL WIDTH
PREMOLDED EXPANSION JOINTS SHALL CONFORM TO ODOT ITEM #705.03, ' PREFORMED
FILLERS'
4" OF ACCEPTABLE AGGREGATE BASE (ANGULAR STONE TYPES #57, 304 & 411) SHALL BE
PLACED UNDER DRIVE APPROACH
PROVIDE BROOM FINISH TO ALL EXPOSED SURFACES.
PROVIDE A MINIMUM OF 2" EDGING AROUND ALL EXPOSED SURFACES.
IN ALL INSTANCES WHERE EXISTING IRREGULAR CONDITIONS PRESENT A HARDSHIP (e.g.
GRADE, WIDTH, ETC.) THE DETERMINING SOLUTION MUST BE MADE BY THE CITY ENGINEER
OR A REPRESENTATIVE THEREOF.
40'
1/2" PREMOLDED
EXPANSION JOINT
1" DEEP JOINTER CUTS
FINISHED TO A RADIUS OF 3/8"
SEE DETAIL 2,
THIS SHEET
CURB
4' OR 5'
(TO MATCH
WIDTH)
1/2" PREMOLDED
EXPANSION JOINT
ITEM 204 - SUBGRADE COMPACTION
ITEM 304 - 12" COMPACTED AGGREGATE BASE, 2 EQUAL LIFTS
ITEM 408 - PRIME COAT (0.4 GAL. PER S.Y.)
ITEM 448 - 2" TYPE 2 INTERMEDIATE COURSE, PG 64-22
ITEM 448 - 1 1/2" TYPE 1 SURFACE COURSE, PG 64-22
28'-0"5'-0"
3:1 SLOPE
(TYP.)
60'-0"
RIGHT OF WAY
SLOPE 1/4" PER 1'-0"
ITEM 608 - 4" CONCRETE WALK SLOPE 1/4" PER 1'-0"
ITEM 609 - TYPE 'B' CURB AND GUTTER, AS PER PLAN
SLOPE 1
4"
PER 1'-0"
5'-0"
24"
TYP.
PROP. TOP OF CURB ELEVATION IS 0.06' ABOVE THE PROP. CENTERLINE GRADE
HOLLY HILL DRIVE TYPICAL SECTION
SLOPE 1/4" PER 1'-0"
ITEM 32 12 34 - ASPHALT REJUVENATING AGENT (RECLAMITE)
NOTES
DRAINAGE:
CONTRACTOR IS TO ENSURE THE BASE OF EACH CONSTRUCTED
CURB RAMP ALLOWS FOR PROPER DRAINAGE, w/OUT EXCEEDING
ALLOWABLE CROSS SLOPE OR RAMP SLOPES.
JOINTS:
PROVIDE EXPANSION JOINTS IN THE CURB RAMP AS EXTENSIONS
OF WALK JOINTS & CONSISTENT WITH ITEM #608.03
REQUIREMENTS FOR A NEW CONCRETE WALK. PROVIDE A 1
2" ITEM
#705.03 EXPANSION JOINT FILLER AROUND THE EDGE OF RAMPS
BUILT IN EXISTING CONCRETE WALKS.
PLACEMENT:
TRUNCATED DOMES ARE TO BE INSTALLED AT ANY LOCATION
WHERE PEDESTRIANS MIGHT CROSS PATHS w/ VEHICULAR TRAFFIC
LANES, SUCH AS THE BASE OF CURB RAMPS OR AT BLENDED
CURBS.
DIMENSIONS OF THE TRUNCATED DOMES ARE 24" FROM BACK OF
CURB BY RAMP WIDTH.
ALIGNMENT:
TRUNCATED DOMES SHOULD BE ALIGNED w/ THE PRIMARY
DIRECTION OF PEDESTRIAN TRAVEL AS INDICATED IN ODOT
STANDARD ROADWAY CONSTRUCTION DRAWING BP-7.1 .
NORMALLY DOMES SHOULD BE FLUSH WITH THE BACK OF THE
CURB, BUT SKEWED CONDITIONS CAN BE UP TO 6" TO 8" BEHIND
THE CURB.
VISUAL CONTRAST:
COLOR OF THE TRUNCATED DOMES SHOULD CONTRAST WITH
SURROUNDING CONCRETE WALK & RAMP. USE OF A RED BLEND IS
RECOMMENDED FOR CONCRETE CURB RAMPS. BLACK IS NOT AN
ACCEPTIBLE COLOR.
PRODUCTS:
APPROVED PRODUCTS MAY BE FOUND ON THE OFFICE OF
ROADWAY ENGINEERING SERVICE'S TRUNCATED DOMES APPROVED
LIST. INSTALL PRODUCTS AS PER MANUFACTURER'S PRINTED
INSTRUCTIONS.
CROSSWALK
STREET
ALL CURB RAMPS CONSTRUCTED WITHIN THE CITY OF GREENVILLE
MUST CONFORM TO CURRENT OHIO DEPARTMENT OF TRANSPORTATION
STANDARD AS FOUND IN DRAWING BP- 7.1, AND USAGE MUST BE
VERIFIED BY THE CITY ENGINEER OR REPRESENTATIVE THEREOF.
3'-0" MIN.
2'-0"MIN.
4'-0"MIN.
1:12
1:12
1:12
2'-0" MIN.
3'-0"MIN.
1:12 SLOPE
6" CURB
1:12
4'-0" MIN.
CROSSWALK
CROSSWALK
CROSSWALK
73
4"
6"
13"
6"
24"
GENERAL NOTES:
ALL CONCRETE WORK SHALL MEET THE REQUIREMENTS SET FORTH IN ODOT'S
CONSTRUCTION & MATERIAL SPECIFICATIONS ITEM #609, ' CURBING, CONCRETE
MEDIANS, AND TRAFFIC ISLANDS'.
CONCRETE SHALL CONFORM TO ODOT ITEM #499, ' CONCRETE - GENERAL' and
ITEM #511, 'CONCRETE FOR STRUCTURES'.
WHEN USED WITH ASPHALT PAVEMENTS, TYPE 'B' CURBING SHALL HAVE
CONTRACTION JOINTS EVERY 10' AND 1" EXPANSION JOINTS AT A MAXIMUM OF
100'.
SIX INCHES OF #304 AGGREGATE SHALL BE PLACED UNDER TYPE 'B' CURBING
WHEN IN A FILL AREA OR AS DIRECTED BY THE CITY ENGINEER.
CURBING SHALL BE BACKFILLED IMMEDIATELY AFTER FORMS ARE REMOVED.
A MINIMUM SIZE DRAIN TILE OF 2" SHALL BE INSTALLED THRU THE CURB FOR
ALL DOWNSPOUT DRAINS.
PROVIDE BROOM FINISH AND EDGING TO ALL EXPOSED SURFACES.
#4 REINFORCING RODS SHALL BE USED WHERE CURBING WILL BE IN A FILL AREA
OF 12" OR AS DIRECTED BY THE CITY ENGINEER.
TYPE 'B' CURB & GUTTER :
THE VALUE INDICATED AS 'X' WILL VARY DEPENDING ON THE CLASSIFICATION OF
THE STREET AS INDICATED IN THE 2004 CITY OF GREENVILLE COMPREHENSIVE
PLAN. "LOCAL ROAD" & "MINOR COLLECTOR" CLASS STREETS WILL BE 24";
"MAJOR COLLECTOR", "MINOR ARTERIAL", "MAJOR ARTERIAL" & "EXPRESSWAY"
CLASS STREETS WILL BE 30".
1
2" PREMOLDED EXPANSION JOINTS SHALL BE CONSTRUCTED ON EACH SIDE OF
DRIVE APPROACH SECTIONS AND AT P.C. POINTS AT INTERSECTIONS, BUT THE
MAXIMUM SPACING SHALL NOT EXCEED 100'.
1/4" RADIUS 3" RADIUS
1/4" RADIUS
4" OF COMPACTED
AGGREGATE BASE
1' /FT.
6"
COMPACTED
SUBGRADE
SURFACE OF
PAVEMENT SHALL
BE INSTALLED 1/4"
ABOVE GUTTER
PLATE
COAT VERTICAL FACE OF GUTTER
PLATE WITH ASPHALT CEMENT PRIOR
TO PAVING. COST SHALL BE
INCLUDED WITH ITEM 448 ASPHALT
CONCRETE, SURFACE COURSE.
ALL COST ASSOCIATED WITH COMPACTING
THE SUBGRADE AND INSTALLING THE
COMPACTED AGGREGATE BASE UNDER THE
PROPOSED CURBS SHALL BE INCLUDED IN
THE CONTRACTOR'S UNIT PRICE BID FOR
ITEM 609, TYPE 'B' CURB, AS PER PLAN
NOTE:
MATERIALS:
FURNISH 30" WIDE FILTER FABRIC WITH SOUND WOOD SUPPORTS WITH MAXIMUM ON-CENTER
SPACING OF 10'. USE FILTER FABRIC CONFORMING TO 712.09 TYPE C. THE CONTRACTOR MAY
ELECT TO USE STRAW OR HAY BALES. USE 30" LONG 2"X2" WOODEN STAKES, REINFORCING
BARS OR FENCE POSTS FOR THE STRAW OR HAY BALES.
CONSTRUCTION:
TRENCH THE FILTER FABRIC FENCE AS DETAILED. THE CONTRACTOR MAY ELECT TO TRENCH
THE FENCE DETAILED ON STEPS 1 THROUGH 3 IN ONE PLOWING OPERATION.
THE COST OF ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL, MAINTAIN,
REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT, AND THE FINAL REMOVAL OF THE
SEDIMENT CONTROL DEVICE SHALL BE INCLUDED IN THE CONTRACTS UNIT PRICE BID FOR THE
PARTICULAR CONTROL DEVICE IN QUESTION.
4"
SLOPE AS
REQUIRED
4" OF SPECIFIED,
COMPACTED
AGGREGATE BASE
CLASS 'C' CONCRETE
MINIMUM 4000 PSI
24"
3" RADIUS
1/4" RADIUS
1' /FT.
6"(VARIABLE)
4"
8" LONG #4 REBAR INSTALLED 24" C/C
NOTE:
ALL COSTS ASSOCIATED WITH
INSTALLING THE #4 REBARS AND
THE 4" WIDE CONCRETE
SIDEWALK FOOTING SHALL BE
INCLUDED IN THE CONTRACTOR'S
UNIT PRICE BID FOR ITEM 608
CONCRETE WALK, AS PER PLAN.
CONCRETE BLOCKING NOTES
1. CLASS 'A' CONCRETE TO BE USED FOR
ALL BLOCKING.
2. TIED OR RESTRAINED JOINTS MAY BE
USED IN LIEU OF CONCRETE BLOCKING
AT THE DIRECTION OF THE ENGINEER.
3. LENGTH OF CONCRETE BLOCKING
VARIES WITH THE DIFFERENT PIPE AND
FITTINGS SIZES.
BENDS
SIZE
OF
PIPE
3", 4", 6"
8"
12"
16"
8"
9"
14"
18"
6"
8"
16"
12"
14"
10"
8"
6"
24"
22"
18"
12"
22"
6"
15"
8"
33"
30"
24"
20"
36"
16"
9"
6"
70"
60"
50"
36"
DL D L L D DL
DEGREE OF BEND
TEES
12"
12"
16"
D
BRANCH
8"
8"16" 16" 14"
16"
14"
9"
L
3", 4", 6"RUN
12"
8"
3", 4", 6"
12"
8"
7"
D
18"
18"
L
30"28" 16" 26"
16"12"
24"
L
18"
D L D
&
3'-3" LONG
3'-0" WIDE
3'-6" LONG
3'-0" WIDE
5'-3" LONG
3'-0" WIDE
1'-6"
1'-6"
12"
9"9" 9"9" 9" 9"
L/2
L/2
L
L D
4"MAX
TYPICAL SECTIONTEES
2-5"
CONCRETE THRUST BLOCKING
R/W
NOTE:
ALL NOZZLES SHALL CORRESPOND
TO APPLICABLE EXISTING LOCAL
FIRE APPARATUS.
HOSE THREADS: 4": 4.848 x 6; 2 1/2":
3.25 x 6 1 1/2" NST
2' MIN.
NOTE:
FIRE HYDRANT SHALL HAVE DRAIN
PLUG INSTALLED AND WILL NOT BE
SELF DRAINING.
6" OPEN RIGHT GATE VALVE AND 3
PC. VALVE BOX w/ WORD "WATER"
CAST ON TOP OF THE COVER TO BE
LOCATED IN STREET OR BEHIND
CURB (REQ. @ ALL VALVES)
6" SDR18 C900 PVC W.L.
8" x 8" x 16" SOLID CONCRETE
BLOCK (TYPICAL)
UNDISTURBED EARTH
BREAK FLANGE
SWIVEL TEE
NOTE:
ANCHORING COUPLINGS OR
ANCHORING PIPE REQ'D. ALTERNATE
BEING P.E. PIPE w/ TIE BOLTS OR
RETAINER GLANDS.
TAMPED BACKFILL
STANDARD FIRE HYDRANT ASSEMBLY
SECTIONAL VIEW
6" MIN.
12" MAX
12" MIN.
4'-6"MIN.
COMPACTED GRANULAR
BACKFILL MATERIAL
AGGREGATE BASE
STANDARD WATER MAIN TRENCH
SECTIONAL VIEW
ITEM 448 TYPE 2 -
ASPHALT CONCRETE
ITEM 448 TYPE 1 -
ASPHALT CONCRETE
NOTE:
IF THE EDGE OF TRENCH IS GREATER
THAN 1'-0" FROM EXISTING PAVED AREA
& EXISTING SIDEWALK IS STABLE, THE
TRENCH MAY BE BACKFILLED WITH
COMPACTED EXCAVATED MATERIAL.
NOTE:
PIPE SHALL BE BEDDED ON 6" MIN. OF
CLEAN BROWN (NATURAL) SAND UNDER
PIPE & 12" MIN. OVER THE TOP.
NOTE:
ALL FITTINGS SHALL HAVE MEGA
LUGS & BE WRAPPED IN PLASTIC
PRIOR TO PLACING CONCRETE
BLOCKING.
CONCRETE THRUST
BLOCKING
MUELLER CENTURION CAT.
NO. A-423 (6' DEEP)
6"
6"
EXCAVATE A 6"X6" [150X150] TRENCH
ALONG THE PROPOSED FENCE LINE.
DIRECTION
OF FLOW
PLACE FABRIC AND SUPPORT STAKES
AND EXTEND FABRIC INTO THE TRENCH.
DIRECTION
OF FLOW
BACKFILL AND COMPACT THE EXCAVATED SOIL.
DIRECTION
OF FLOW
JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
7
9
2-22-13
TYPICALDETAILSROADRECONSTRUCTION
HOLLYHILLDRIVE
SCALE: N.T.S.
DRIVE APPROACH- SECTION VIEW
SCALE: N.T.S.
DRIVE APPROACH- PLAN VIEW
3
4
2 SCALE: N.T.S.
SIDEWALK / CURB & GUTTER SECTION
5 SCALE: 1"=20'-0"
COMBINATION SIDEWALK / CURB & GUTTER
6 SCALE: N.T.S.
TRUNCATED DOME
10 SCALE: N.T.S.
TYPICAL STREET SECTION (COLLECTOR STREET)
SCALE: N.T.S.
TYPE 'B' CURB AND GUTTER, AS PER PLAN
1
SCALE: N.T.S.
PERIMETER FILTER FABRIC FENCE
7
STEP ONE
STEP TWO STEP THREE
8 SCALE: N.T.S.
THRUST BLOCKING DEATILS
CONCRETE BLOCKING FOR HORIZONTAL BENDS
CONCRETE BLOCKING FOR VERTICAL BENDS
9 SCALE: N.T.S.
FIRE HYDRANT & WATER MAIN TRENCH

3'-1"
8" 3'-1" 8"
VARIES6"
3'-1"
NOTE:
A. CASTINGS TO BE EAST JORDAN 7030 OR APPROVED EQUIVALENT.
B. CASTING BACK SHALL BE EAST JORDAN TYPE T4 OR APPROVED EQUAL.
C. STANDARD GRATE SHALL BE EAST JORDAN TYPE M2 OR APPROVED
EQUIVALENT. ALL BAR EDGES TO BE ROUNDED 1
8" RADIUS.
E
E
E
E
PLAN
SECTION H-H
TOP OF CURB
TO BE CLEANED AND
FILLED W/ CLASS "A"
CONCRETE BEFORE CATCH
BASIN IS PUT INTO
SERVICE, SHAPE BOTTOM
TO DRAIN
H H
H
H
8" 2'-1" 8"
VARIES6"
SHAPE BOTTOM
TO DRAIN
6" MIN.
12" MAX
NOTES:
-PIPE SHALL BE BEDDED ON 6" MIN. OF TYPE #57
ANGULAR STONE AGGREGATE.
-IF THE EDGE OF TRENCH IS GREATER THAN 1'-0" FROM
EXISTING PAVED AREA & EXISTING SIDEWALK IS STABLE,
THE TRENCH MAY BE BACKFILLED WITH COMPACTED
EXCAVATED MATERIAL.
-THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ALL EXISTING FIELD TILE AND/OR STORM
DRAINS DISTURBED DURING THE CONSTRUCTION
PROCESS. EXISTING DRAINS OR TILES SHOWN ON THE
PLANS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER. THE COST SHALL BE
INCLUDED IN THE APPROPRIATE LINE ITEM BEING
INSTALLED. EXISTING DRAINS OR TILES NOT SHOWN ON
THE PLANS SHALL BE REPAIRED BY THE CONTRACTOR AT
THE UNIT COST PROVIDED FOR THE FOLLOWING
CONTINGENCY QUANTITIES. THE ITEMS WILL BE USED, IF
NEEDED, AS DIRECTED BY THE ENGINEER.
4" STORM DRAIN REPAIR: 1 EACH
-PIPE SIZE E
0" - 24" 9"
27" - 36" 12"
42" - 72" 15"
E E
TYPE #57 ANGULAR
STONE AGGREGATE OR
AS APPROVED BY CITY
ENGINEER
SEE TYPICAL SECTION
EARTH
UNDISTURBED
FINELY DIVIDED EARTH
BACKFILL, TAMPED -
EXCEPT IN PAVED AREAS
AND 5' BEYOND WHERE
APPROVED GRANULAR
BACKFILL MATERIAL
TAMPED IN 6" LAYERS
SHALL BE USED (COST TO
BE INCLUDED IN THE COST
OF THE PIPE)
6" MIN.
12" MIN.
CUT BACK TRENCH
BANK SO THAT PVC
REPLACEMENT PIPE
WILL BEAR ON
UNDISTURBED
EARTH, TYPICAL
EX. TILE,
STORM, OR
SAN. LINE
SEE APPROPRIATE
BACKFILL DETAIL
SCHEDULE 40 PVC
REPLACEMENT PIPE
PROPOSED LINE
FERNCO COUPLINGS
WITH STAINLESS
STEEL BANDS, EACH
SIDE
STANDARD TRENCH DETAIL (PAVEMENT) STANDARD TRENCH DETAIL REPAIR OF EXISTING TILE DETAIL
E + 12" E + 12"
E E
VARIES
SECTIONAL VIEW PRECAST
CONE AND CHIMNEY
2" MINIMUM
MANHOLE INFLOW DISH
WHERE INDICATED ON PLANS OR INSTRUCTED IN THE FIELD, MANHOLES SHALL BE PROVIDED
WITH AN INFLOW DISH. "RAINSTOPPER" OR AN APPROVED EQUAL SHALL BE INSTALLED IN THE
MANHOLE TO PREVENT EXCESSIVE RAINWATER FROM ENTERING THE MANHOLE COVERS. THE
INFLOW DISH AND COMPONENTS SHALL BE MANUFACTURED OF MATERIALS RESISTANT TO
CORROSION FROM ATMOSPHERES CONTAINING HYDROGEN SULFIDE AND DILUTE SULFURIC
ACID. THE INFLOW DISH SHALL ALLOW VENTING OF SEWER GASES. THE INFLOW DISH SHALL
BE PLASTIC OR STAINLESS STEEL, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHALL
BE ANCHORED TO THE MANHOLE BY A TETHER. INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL NOT IMPEDE PROPER SEATING OF THE
MANHOLE COVER.
PLASTIC INFLOW DISHES SHALL BE MADE OF AN ULTRA HIGH DENSITY, POLYETHYLENE
COPOLYMER, MEETING THE REQUIREMENTS OF ASTM D1248, CLASS A, CATEGORY 5, TYPE 3
(MARLEX HXM50100 OR EQUAL). DISHES SHALL HAVE A MINIMUM IMPACT BRITTLENESS
TEMPERATURE OF MINUS (-) 180 DEGREES FAHRENHEIT, ENVIRONMENTAL STRESS CRACK
RATING (ESCR) OF 800, FLEXURAL MODULUS OF 175,000, UNIFORM THICKNESS OF 1/8" OR
OR VALVE AND A CLOSED CELL NEOPRENE GASKET UNDER THE WEIGHT BEARING SURFACE OF
THE RIM.
MANHOLE CHIMNEY SEAL
WHERE INDICATED ON PLANS OR INSTRUCTED IN THE FIELD, MANHOLES SHALL BE PROVIDED
WITH "FLEX-SEAL", OR "CRETEX", OR "RING SEAL" OR AN APPROVED CHIMNEY SEAL EQUAL AS
SPECIFIED BY THE ENGINEER. THE CHIMNEY SEAL SHALL BE INSTALLED IN NEW OR EXISTING
MANHOLES TO STOP INFILTRATION IN THE CHIMNEY AREA. THE CHIMNEY SEAL SHALL BE
FLEXIBLE AND ALLOW REPEATED VERTICAL AND HORIZONTAL MOVEMENT DUE TO TRAFFIC
LOADING. THE CHIMNEY SEAL SHALL BE SECURED TO THE MANHOLE CONE. THE CHIMNEY
SEAL SHALL BE INSTALLED IN THE MANHOLE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
Notes:
THE RUBBER SLEEVE IS AVAILABLE IN THREE SIZES, 8.5" (STANDARD), 10" (WIDE) AND 13"
(EXTRA WIDE). THE SAME EXPANSION BANDS ARE USED ON ALL THREE.
SEE THE CHIMNEY HEIGHT TABLE FOR SEAL AND EXTENSION COMBINATIONS NEEDED TO SPAN
FROM THE FRAME TO THE TOP OF THE CONE ON MANHOLES WITH VARIOUS CHIMNEY HEIGHTS.
FRAME OFFSETS OR DIAMETER DIFFERENTIALS WILL REDUCE THESE SPAN HEIGHTS.
THE TOP OF THE CONE MUST HAVE A MINIMUM OF 3" HIGH VERTICAL SURFACE THAT IS
SMOOTH AND FREE OF ANY FORM OFFSETS OR EXCESSIVE HONEYCOMB. IF A 3" HIGH VERTICAL
SURFACE IS NOT AVAILABLE DUE TO THE CONFIGURATION OF THE EXISTING MANHOLE CONE,
ONE MAY BE CREATED USING A CONE DISK FORM AND NON-SHRINK PATCHING MORTAR.
COMBINATIONS OF
SEALS & EXTENSIONS
TO SPAN HEIGHTS OF:
W/ STANDARD SEAL W/ WIDE SEAL W/ EXTRA WIDE SEAL
SEAL ONLY 0" - 4.5" 2" - 7.5" 6" - 12"
SEAL + 7" EXTENSION OVER 4.5" - 10.5" OVER 7.5" - 13.5" OVER 12" - 18"
OVER 15.5" - 16"SEAL + 10" EXTENSION OVER 10.5" - 13" OVER 18" - 20.5"
OVER 16"SEAL + MULTI EXTENSIONS OVER 13" OVER 20.5"
ADD 6" OF COVERAGE FOR EACH ADDITIONAL 7" EXTENSION
ADD 8.5" OF COVERAGE FOR EACH ADDITIONAL 10" EXTENSION
CHIMNEY HEIGHT TABLE
INFLOW DISH
SEE CHART FOR CHIMNEY
SEAL SIZE SPECIFICATIONS
CONE SHALL BE
CONCENTRIC OR
ECCENTRIC AS DIRECTED
BY THE ENGINEER
PRECAST RISER SECTION
STEPS MAY BE OMITTED
IN SHALLOW MANHOLES
AT DIRECTION OF
ENGINEER
PRECAST BASE SECTION.
CLASS "C" CONCRETE
PAVEMENT
PRECAST ADJUSTING RING
(MAX. ADJUSTMENT 12")
16"MAX.
TOFIRSTSTEP
40"
24"
8" 8"
3"-4"-6"
24"
48"
32"MIN.
LIFTING LOOPS
A
12"MIN.
16"MAX.
24"min.
48"
A
PLAN VIEW
REINFORCEMENT
MIN. 2% TAPER
"O" RING JOINT DETAIL
MANHOLE SECTION ECCENTRIC CONE
PRECAST ADJUSTING RING
PRECAST BASE SECTION
PIPE SIZE T D
18" & UNDER 5" 48"
21" & 24" 6" 60"
DT
MIN. 1" PER
FOOT SLOPE
CLASS "C"
CONCRETE
VARIES
SEE DETAIL 5 & 6,
THIS SHEET
"O" RING GASKET JOINT
AS PER ASTM C443
SECTION VIEW
DOGHOUSE
OPENING AS
REQUIRED
BOTTOM OF INFLUENT &
EFFLUENT OPENING TO
BE CUT-OUT IN FIELD
DOGHOUSE OPENING
AS REQUIRED
PLAN VIEW
4'-0"
2'-0"
ASPHALT
PAVEMENT
AGGREGATE
BASE
STD. 5/8" "J"
TYPE HOOK
BOLTS
SUB-GRADE
EXIST.
MANHOLE
CONC. PAVEMENT
25"
36"
PLAN VIEW
AA
24 3/4"
4"
1"
SECTION A-A
21 3/4"
71/4"
22 5/8"
MANHOLE FRAME AND LID
SHALL BE AN EAST JORDAN
1600 SOLID COVER, OR
APPROVED EQUAL
JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
8
9
2-22-13
TYPICALDETAILSROADRECONSTRUCTION
HOLLYHILLDRIVE
7 SCALE: N.T.S.
TYPE 'A' CATCH BASIN, AS PER PLAN
8 SCALE: N.T.S.
TYPE 'A' CATCH BASIN SECTION E-E
1 SCALE: N.T.S.
TRENCH DETAILS
3 SCALE: N.T.S.
MANHOLE INFLOW DISH & CHIMNEY SEAL
2 SCALE: N.T.S.
TYPE "A" SANITARY MANHOLE
4 SCALE: 1"=30'-0"
SAN. TYPE "A" DOGHOUSE MANHOLE DETAIL
5 SCALE: N.T.S.
AROUND MANHOLE
PAVEMENT
6 SCALE: N.T.S.
FRAME AND LID
SANITARY MANHOLE
TYPICAL CONSTRUCTION
PLAN VIEW

Note:
1. Corner units recommended for outside
corners. Availability May Vary.
Additional Drainage Fill
Extend Wall Height / 2
Drainage Fill
Installation at Corners
Foundation Soil
Proposed Sidewalk
Unreinforced Concrete or
Crushed Stone Leveling Pad
DesignHeight
Retained Soil
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
24"
Keystone Cap Unit8" Min. Low Permeable Soil
4" Perforated PVC Drainage Tile
Wrapped in Filter Fabric
(If Required)
Approximate Limits
of Excavation
Keystone Compac Unit
1" - 1 1/4"
8"
Typical Gravity Wall Section
Compac Unit - 1" Setback
NOTE:
THE BOTTOM OF THE BASE RETAINING WALL UNIT
SHALL BE INSTALLED A MINIMUM OF 2" BELOW THE TOP
OF THE PROPOSED SIDEWALK.
W
6"
W + 12"
6" Crushed Rock or
Unreinforced Concrete
Leveling Pad
8" or 16"
Step
Note:
1. The leveling pad is to be constructed of
concrete.
1/2" x 5 1/4"
Fiberglass Pins
Front Face
Leveling Pad Detail
Elevation
Section
18''
8''4''
18''18''
4''
* Dimensions & Availability
Will Vary by Region
* Dimensions May Vary
by Region
Cap Unit Elevation Cap Unit Elevation
Cap Unit Plan Cap Unit Plan
* Dimensions & Availability
Will Vary by Region
Compac Unit
Pin Connection
Compac Plan
Compac Elevation
Universal
Cap Unit Option
Straight Split
Cap Unit Option
(2) - 4" Cap Units or
(1) - 8" Cap Unit
Note:
1. Secure all cap units with Keystone
Kapseal or equal.
8" Keystone
Unit
4" Cap Unit
Top of Wall Steps
Compac Unit
8"
* Depth:
Height:
12"
Width: 18"
* Weight: 90 lbs
Cap Unit
Height:
Width:
50 lbs
18"
10 1/2"
4"
Base Leveling Pad Notes:
1. The leveling pad is to be
constructed of crushed stone
concrete
2.The base foundation is to be
approved by the site geotechnical
engineer prior to placement of the
leveling pad.
Excavation
Limits
Unit Face
* Depth:
* Weight:
6" Crushed Rock or
Unreinforced Concrete
Leveling Pad
Compac Unit/Base Pad Isometric Section View
* Dimensions & Weight May Vary by Region
4444 W 78th Street
952-897-1040
Minneapolis, MN 55435
JOB NO.
SHEET NO.
REVISIONS
DATE
CHK'D BY
DRWN BY
OF
CLIENT
DATE
9
9
2-22-13
WALLSYSTEM
KEYSTONERETAINING
TYPICALWALLDETAILS
ROADRECONSTRUCTION
HOLLYHILLDRIVE
Copyright 2003 Keystone Retaining Wall Systems
Design is for internal stability of the KEYSTONE wall structure only. External stability, including but not
limited to foundation and slope stability is the responsibility of the Owner. The design is based on the
assumption that the materials within the retained mass, methods of construction, and quality of materials
conform to KEYSTONE's specification for this project.
This drawing is being furnished for this specific project only. Any party accepting this document does so
in confidence and agrees that it shall not be duplicated in whole or in part, nor disclosed to others without
the consent of Keystone Retaining Wall Systems, Inc.

Holly Hill Drive Plans 4-11-13

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