SECTION 9

DETAILED DRAWINGS

GENERAL A PRE-CONSTRUCTION CONFERENCE SCHEDULED BY THE VILLAGE OF FAIRPORT HARBOR ENGINEER SHALL BE HELD PRIOR TO ANY WORK STARTING. THE STANDARD SPECIFICATIONS OF THE OHIO DEPARTMENT OF TRANSPORTATION, 2019 EDITION, INCLUDING ALL SUPPLEMENTAL SPECIFICATIONS AND STANDARD DRAWINGS, SHALL GOVERN THIS PROJECT, EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS. ALL WORK CONTEMPLATED SHALL BE GOVERNED BY THE RULES, REGULATIONS AND SPECIFICATIONS OF THE VILLAGE OF FAIRPORT HARBOR AND LAKE COUNTY DEPARTMENT OF UTILITIES, AT ALL TIMES BE SUBJECT TO THEIR DIRECT SUPERVISION AND INSPECTION. ALL WORK CONTEMPLATED UNDER THIS CONTRACT SHALL COMPLY WITH THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ACT. THE SURVEY AND ROADWAY ALIGNMENT SHOWN ON THESE PLANS WAS OBSERVED IN THE FIELD FOR CONSTRUCTION PURPOSES ONLY, AND MAY NOT BE SUITABLE FOR PROPERTY LINE SURVEYS OR ANY OTHER PURPOSE. MATERIAL TESTING AND PERMITS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL MATERIAL TESTING AND ALL PERMITS REQUIRED FOR THIS PROJECT. THE EXECUTED PROJECT CONTRACT SHALL SERVE TO FULFILL THE VILLAGE OF FAIRPORT HARBOR PERMITTING REQUIREMENTS. EXISTING UTILITIES THE LOCATIONS OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS HAVE BEEN OBTAINED BY SEARCHES OF AVAILABLE RECORDS. IT IS BELIEVED THAT THEY ARE ESSENTIALLY CORRECT, BUT THE OWNER DOES NOT GUARANTEE THEIR ACCURACY OR COMPLETENESS. BEFORE ANY WORK IS STARTED THAT WILL INTERFERE WITH THE EXISTING UTILITIES, THE CONTRACTOR SHALL CALL THE OHIO UTILITIES PROTECTION SERVICE, AT 1-800-362-2764, FORTY-EIGHT (48) HOURS IN ADVANCE OF THE WORK. NONMEMBER UTILITIES MUST BE CONTACTED DIRECTLY. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS, AT NO ADDITIONAL EXPENSE TO THE OWNER, TO AVOID DAMAGE TO EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES DURING THE ENTIRE PROJECT. IN THE EVENT OF DAMAGE TO EXISTING PUBLIC AND/OR PRIVATE UTILITIES, THE AGENCY CONCERNED SHALL BE NOTIFIED IMMEDIATELY AND ALL REPAIR WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE AGENCY AT NO ADDITIONAL EXPENSE TO THE OWNER INCLUDING ANY INSPECTION FEES OR MAINTENANCE CREWS. WHERE EXISTING POWER OR TELEPHONE POLES ARE IN CLOSE PROXIMITY TO WORK, THE CONTRACTOR SHALL COORDINATE HIS WORK EFFORTS WITH THOSE OF THE UTILITY COMPANIES SUCH THAT THE MAINTENANCE OF THEIR EXISTING FACILITIES CAN BE MAINTAINED AND PROTECTED DURING THE TIME WORK IS GOING ON ADJACENT TO THE POLE. THE COST FOR ANY REQUIRED PROTECTION OR

RELOCATION OF EXISTING POWER OR TELEPHONE POLES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DELAYS TO THE CONTRACTOR AS A RESULT OF TIMING OF POLE RELOCATION OR PROTECTION SHALL NOT BE CONSIDERED COMPENSABLE DELAYS, AS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE HIS WORK IN CONFORMANCE TO THE UTILITY COMPANY'S SCHEDULE. ALL UTILITY LINES CROSSING THE PROPOSED SEWER TRENCH, I.E., STORM SEWERS, STORM LATERALS, SANITARY SEWERS, SANITARY LATERALS, WATER SERVICE LATERALS, GAS MAINS, GAS SERVICE CONNECTIONS, UNDERGROUND OBT CONDUITS, CABLE T.V. LINES SHALL BE PROTECTED AND SUPPORTED WITH HARDWOOD PLANKS OR REMOVED AND REPLACED, RECONNECTED AND SUPPORTED ACROSS THE ENTIRE WIDTH OF THE TRENCH. NO ADDITIONAL COMPENSATION WILL BE PAID FOR THE ABOVE WORK. GAS SERVICE CONNECTIONS ARE NOT SHOWN ON THE PLANS. CONTRACTOR TO LOCATE AND SUPPORT DURING CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE PAID FOR THIS WORK. THE FOLLOWING UTILITIES AND OWNERS ARE LOCATED WITHIN THE WORK LIMITS OF THE PROJECT:

SANITARY SEWER: LAKE COUNTY DEPT. OF UTILITIES 105 MAIN STREET PAINESVILLE, OHIO 44077 PHONE: 440-350-2645 WATER / STORM SEWER: VILLAGE OF FAIRPORT HARBOR 220 THIRD STREET FAIRPORT HARBOR, OHIO 44077 PHONE: 440-352-3620 THE ILLUMINATING COMPANY 6896 MILLER RD. SUITE 101 BRECKSVILLE, OHIO 44141 PHONE: 440-546-8748 DOMINION EAST OHIO 320 SPRINGSIDE DRIVE, SUITE 320 AKRON, OH 44333 PHONE: 330-664-2409 AT&T OHIO 13630 LORAIN AVENUE, 2MD FLOOR CLEVELAND, OHIO 44111 PHONE: 216-476-6142

CHARTER COMMUNICATIONS 7820 DIVISION DRIVE MENTOR, OHIO 44060 PHONE: 440-974-3401 CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTY AND SERVICES AT POINTS WHERE THE CONTRACTOR'S OPERATIONS ARE ADJACENT TO PROPERTIES OF TELEGRAPH, TELEPHONE, AND POWER COMPANIES, OR ARE ADJACENT TO OTHER PROPERTY, DAMAGE TO WHICH MIGHT RESULT IN CONSIDERABLE EXPENSE, LOSS, OR INCONVENIENCE, WORK SHALL NOT BE COMMENCED UNTIL ALL ARRANGEMENTS NECESSARY FOR THE PROTECTION THEREOF HAVE BEEN MADE. THE CONTRACTOR SHALL COOPERATE WITH THE OWNERS OF ANY UNDERGROUND OR OVERHEAD UTILITY LINES IN THEIR REMOVAL AND REARRANGEMENT OPERATIONS IN ORDER THAT THESE OPERATIONS MAY PROGRESS IN A REASONABLE MANNER, THAT DUPLICATION OF REARRANGEMENT WORK MAY BE REDUCED TO A MINIMUM, AND THAT SERVICES RENDERED BY THOSE PARTIES WILL NOT BE UNNECESSARILY INTERRUPTED. IN THE EVENT OF INTERRUPTION TO UNDERGROUND OR OVERHEAD UTILITY SERVICES AS A RESULT OF ACCIDENTAL BREAKAGE OR AS A RESULT OF BEING EXPOSED OR UNSUPPORTED, THE CONTRACTOR SHALL IMMEDIATELY ALERT THE OCCUPANTS OF NEARBY PREMISES AS TO ANY EMERGENCY AND/OR INTERRUPTION OF SERVICE THAT THE CONTRACTOR MAY CREATE OR DISCOVER AT OR NEAR SUCH PREMISES. THE CONTRACTOR SHALL THEN NOTIFY THE ENGINEER AND THE OWNER OR OPERATOR OF THE UTILITY FACILITY OF THE DISRUPTION AND SHALL COOPERATE WITH THE SAID UTILITY OWNER OR OPERATOR IN THE RESTORATION OF SERVICE. IF WATER SERVICE IS INTERRUPTED, REPAIR WORK SHALL BE CONTINUOUS UNTIL THE SERVICE IS RESTORED. NO WORK SHALL BE UNDERTAKEN AROUND FIRE HYDRANTS UNTIL PROVISIONS FOR CONTINUED SERVICE HAVE BEEN APPROVED BY THE LOCAL FIRE AUTHORITY. PROTECTION AND RESTORATION OF PROPERTY THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION VIDEO TAPE SURVEY OF THE ENTIRE PROJECT AREA. ANY DAMAGE DEEMED TO HAVE BEEN CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT HIS OWN EXPENSE. ALL COSTS ASSOCIATED FOR THIS WORK, INCLUDING THE VIDEO TAPE SURVEY, SHALL BE INCLUDED IN THE UNIT PRICES STIPULATED FOR THE VARIOUS ITEMS IN THE BID PROPOSAL. THE CONTRACTOR SHALL PROVIDE ACCESS TO ADJACENT PROPERTY OWNERS AND BUSINESSES DURING CONTRUCTION. SUCH METHODS SHALL BE APPROVED BY THE VILLAGE PRIOR TO CONSTRUCTION.

BEFORE THE VILLAGE WILL APPROVE AND ACCEPT THE WORK AND RELEASE THE GUARANTY RETAINER, THE CONTRACTOR SHALL FURNISH THE VILLAGE A WRITTEN REPORT INDICATING THE RESOLUTION OF ANY AND ALL PROPERTY DAMAGE CLAIMS FILED WITH THE CONTRACTOR BY ANY PARTY DURING THE CONSTRUCTION PERIOD. THE INFORMATION TO BE SUPPLIED SHALL INCLUDE, BUT NOT BE LIMITED TO, NAME OF CLAIMANT, DATE FILED WITH CONTRACTOR, NAME OF INSURANCE COMPANY AND/OR ADJUSTOR HANDLING CLAIM, HOW CLAIM WAS RESOLVED AND IF CLAIM WAS NOT RESOLVED FOR THE FULL AMOUNT, A STATEMENT INDICATING THE REASON FOR SUCH ACTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE PROSECUTION OF THE WORK, RESULTING FROM ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT IN HIS MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANY TIME DUE TO DEFECTIVE WORK OR MATERIALS, AND SAID RESPONSIBILITY WILL NOT BE RELEASED UNTIL THE PROJECT SHALL HAVE BEEN COMPLETED AND ACCEPTED. DUST NUISANCE ORIGINATING FROM ANY OPERATIONS EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY SHALL BE CONTROLLED BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL ORDINANCES AND REGULATIONS AT THE SOLE EXPENSE OF THE CONTRACTOR. WHEN OR WHERE ANY DIRECT OR INDIRECT DAMAGE OR INJURY IS DONE TO PUBLIC OR PRIVATE PROPERTY BY OR ON ACCOUNT OF ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THE EXECUTION OF THE WORK, OR IN CONSEQUENCE OF THE NONEXECUTION THEROF BY THE CONTRACTOR, HE SHALL RESTORE, SALVAGE AND REPLACE AT HIS OWN EXPENSE, SUCH PROPERTY TO A CONDITION SIMILAR OR EQUAL TO THAT EXISTING BEFORE SUCH DAMAGE OR INJURY WAS DONE, BY REPAIRING, REBUILDING OR OTHERWISE RESTORING AS MAY BE DIRECTED, OR HE SHALL MAKE GOOD SUCH DAMAGE OR INJURY IN AN ACCEPTABLE MANNER. WHEN MAIL/PAPER BOXES, ROAD OR STREET NAME SIGNS AND SUPPORTS INTERFERE WITH CONSTRUCTION, THE CONTRACTOR SHALL REMOVE AND ERECT THEM IN A TEMPORARY LOCATION DURING CONSTRUCTION IN A MANNER SATISFACTORY TO THE POST OFFICE AND THE ENGINEER. MAIL SERVICE SHALL NOT BE INTERUPTED DURING CONSTRUCTION. AFTER COMPLETION OF THE IMPROVEMENTS AND BEFORE FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL ERECT MAIL/PAPER BOXES, ROAD OR STREET NAME SIGNS AND SUPPORTS IN THEIR ORIGINAL LOCATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR CLEARING AND GRUBBING. THE CONTRACTOR SHALL KEEP STREETS CLEAN OF ALL DEBRIS FROM WORK ASSOCIATED WITH THIS CONTRACT. STREETS SHALL BE CLEANED AT THE END OF EACH WORK DAY AND AT ADDITIONAL TIMES AS NECESSARY. SUBSURFACE INVESTIGATIONS IT IS THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO MAKE HIS OWN INVESTIGATION OF SUBSURFACE CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL. SUBSURFACE SOIL INVESTIGATIONS WERE NOT PERFORMED FOR THIS PROJECT.

EXISTING UNDERGROUND TELEPHONE FACILITIES AT&T SHALL BE RESPONSIBLE FOR ALL RELOCATIONS OF THEIR FACILITIES AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH AT&T. USE OF PRIVATE PROPERTY THE CONTRACTOR CAN USE PRIVATE PROPERTY FOR THE STORAGE OF EQUIPMENT AND MATERIALS ONLY WITH A WRITTEN AGREEMENT WITH THE PROPERTY OWNER. THE CONTRACTOR SHALL PROVIDE THIS AGREEMENT TO THE ENGINEER PRIOR TO ANY USE OF PRIVATE PROPERTY. REMOVAL ITEMS ALL ITEMS NOTED ON THE PLANS TO BE REMOVED BY THE CONTRACTOR SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER BY THE CONTRACTOR UNLESS OTHERWISE NOTED. DRIVEWAY, AND ROADWAY PAVEMENT REPLACEMENT ALL PAVEMENT REPLACEMENT SHALL BE CONDUCTED UNDER SUITABLE WEATHER CONDITIONS. THE ENGINEER SHALL BE NOTIFIED IN ADVANCE OF ANY PROPOSED PAVEMENT REPLACEMENT TO DETERMINE THE SUITABILITY OF WEATHER CONDITIONS FOR PAVEMENT REPLACEMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL ROADWAYS AND DRIVES WITH A TEMPORARY ASPHALT OR CONCRETE PAVEMENT PRIOR TO FINAL REPAIR. THE COST OF TEMPORARY SURFACE MATERIAL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE RESPECTIVE ITEM OF WORK. MATERIAL SPECIFICATIONS MATERIAL SPECIFICATIONS CALLED FOR ON THE PLANS REPRESENT THE MINIMUM REQUIRED FOR EACH APPLICATION. THE OWNER MAY REQUEST OR THE CONTRACTOR MAY DESIRE TO SUBSTITUTE ALTERNATE MATERIALS. ANY SUCH SUBSTITUTIONS MUST BE EQUIVALENT IN QUALITY TO THE MATERIAL CALLED FOR AND MUST BE APPROVED IN WRITING BY THE APPROVING AGENCIES AND THE CONSULTING ENGINEER. EROSION AND DUST CONTROL THE CONTRACTOR SHALL REMOVE DAILY ALL MUD, SOIL AND DEBRIS THAT MAY BE TRACKED ONTO EXISTING STREETS OR DRIVES BY HIS EQUIPMENT OR THAT OF SUBCONTRACTORS OR SUPPLIERS. ALL MATERIALS TO BE DISPOSED OF OFF-SITE MUST BE DISPOSED OF IN AN ENVIRONMENTALLY SOUND MANNER IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. NO EXCESS MATERIALS ARE TO BE DISPOSED OF IN ANY WETLAND, FLOOD PLAIN OR OTHER ENVIRONMENTALLY SENSITIVE AREA.

EROSION CONTROL MEASURES AT THE DISPOSAL SITE MUST BE INSTALLED AND MAINTAINED UNTIL DISPOSAL IS COMPLETE AND THE DISPOSAL SITE IS PERMANENTLY STABILIZED. THE COST OF DUST CONTROL SHALL BE INCLUDED IN THE UNIT BID PRICES FOR ALL ITEMS OF THE PROPOSAL. OTHER EROSION AND SEDIMENT CONTROL PRACTICES SHALL MINIMIZE SEDIMENT LADEN WATER ENTERING ACTIVE STORM DRAIN SYSTEMS, UNLESS THE STORM DRAIN SYSTEM DRAINS TO A SEDIMENT POND. INLET PROTECTION IS MANDATORY WHERE SEDIMENT SETTLING PONDS WILL NOT BE IMPLEMENTED. EXISTING NATURAL GAS FACILITIES THE DOMINION EAST OHIO NATURAL GAS COMPANY SHALL BE RESPONSIBLE FOR ALL RELOCATIONS OF THEIR GAS MAIN FACILITIES AS REQUIRED, INCLUDING HOUSE CONNECTIONS AND VALVE BOX RELOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VALVE BOX AND ALL OTHER GAS MAIN APPURTANCE ADJUSTMENTS TO GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH DOMINION EAST OHIO SO THAT COMPLETION OF HIS WORK IS NOT DELAYED BY THE DOMINION EAST OHIO WORK. THE CONTRACTOR SHALL NOTIFY DOMINION EAST OHIO AT LEAST 48 HOURS IN ADVANCE OF ANY WORK WHICH MAY AFFECT THEIR SYSTEM. WATER WORKS NOTES ALL WATER MAINS WITHIN THE PROJECT AREA BELONG TO THE OWNER AND FALL UNDER THE CONTROL OF ITS WATER DEPARTMENT. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 48 HOURS IN ADVANCE OF ANY WORK ON THEIR SYSTEMS. SERVICE CONNECTIONS 1. ALL EXISTING UTILITY SERVICE CONNECTIONS (SANITARY, STORM, WATER, GAS, ELECTRIC, TELEPHONE, ETC.) WHICH ARE DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED WITH LIKE MATERIALS OR REPLACED, AS REQUIRED. THE COST OF UTILITY SERVICE CONNECTION REPAIR/REPLACEMENT SHALL BE INCLUDED IN THE UNIT PRICES FOR ALL ITEMS IN THE PROPOSAL. 2. ALL UTILITY LINES CROSSING THE NEW TRENCH SHALL BE PROTECTED AND SUPPORTED WITH HARDWOOD PLANKS; OR REMOVED, REPLACED, RECONNECTED AND SUPPORTED ACROSS THE ENTIRE WIDTH OF THE TRENCH. IF ANY OF THESE LINES ARE DAMAGED DURING CONSTRUCTION, THEY SHALL BE REPLACED IN-KIND. 3. THE CONTRACTOR SHALL BE REQUIRED TO BYPASS AND MAINTAIN THE FLOW TO/FROM ALL HOUSE UTILITY CONNECTIONS DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL EXPECT ONE UNDERGROUND STORM SEWER, SANITARY SEWER, GAS AND WATER CONNECTION FOR EACH LOT (INCLUDING CORNER AND VACANT LOTS) ON BOTH SIDES OF THE STREET FOR THE ENTIRE PROJECT LENGTH, EXCEPT AS NOTED ON THE PLANS. CONTINGENCY ITEMS THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PREFORM WORK FOR THE ITEMS DESIGNATED BY PLAN NOT FOR USE "AS DIRECTED BY THE ENGINEER" UNLESS AUTHORIZED BY THE ENGINEER. THE ACTUAL WORK LOCATIONS AND QUANTIITIES USED AT THE ENGINEER'S DISCRETION SHALL BE MADE A MATTER OF RECORD BY INCORPORATION INTO THE FINAL CHANGE ORDER GOVERNING COMPLETION OF THIS PROJECT. GARBAGE COLLECTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE TRANSFER OF ALL GARBAGE, GARBAGE CANS, AND RECYCLE BINS FROM DRIVEWAYS WITHIN THE CONSTRUCTION ZONE TO THE OPPOSITE SIDE OF THE ROADWAY. CONTRACTOR TO ALLOW ACCESS TO GARBAGE TRUCKS ONCE THE GARBAGE AND RECYCLABLE MATERIALS HAVE BEEN COLLECTED, ALL GARBAGE CANS AND RECYCLE BINS SHALL BE RETURNED TO THE APPROPRIATE DRIVEWAYS AND OUTSIDE OF THE CONSTRUCTION LIMITS, OR AS DIRECTED BY THE ENGINEER. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR ITEM 614, MAINTAINING TRAFFIC. ELECTRICAL GENERAL NOTES

THE CONTRACTOR SHALL APPLY FOR AND SECURE ALL COSTS AND CHARGES FOR

PERMITS, CONSTRUCTION, AND MISCELLANEOUS WORK ASSOCIATED WITH AND

REQUIRED FOR THE COMPLETION OF THE PROJECT ELECTRICAL WORK.

THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS OF ELECTRICAL WORK BY

ALL INSPECTION AUTHORITIES HAVING JURISDICTION. COPIES OF INSPECTION

REPORTS SHALL BE MADE AVAILABLE TO THE OWNER UPON REQUEST, AND THREE (3)

COPIES OF THE APPROVED FINAL INSPECTION REPORT SHALL ACCOMPANY THE

REQUEST FOR FINAL PAYMENT.

ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE

NATIONAL ELECTRICAL CODE, OHIO BUILDING CODE, LOCAL CODES AND ORDINANCES

WHERE APPLICABLE, AND REQUIREMENTS OF O.S.H.A..

ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR

SHALL BE NEW, U.L. LISTED OR LABELED, AND CONFORM TO NEMA AND ANSI

STANDARDS WHERE APPLICABLE.

THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO FULLY

FAMILIARIZE HIMSELF WITH ALL CONDITIONS WHICH AFFECT HIS WORK. COORDINATE

AND SCHEDULE WORK WITH OTHER TRADES TO ENSURE SATISFACTORY

PERFORMANCE, AVOID DELAYS AND DUPLICATIONS AND MEET THE OWNER'S

COMPLETION SCHEDULE.

ALL WORK SHALL BE INSTALLED BY WORKMEN FULLY SKILLED IN THE WORK TO BE

PERFORMED. REPAIR OR REPLACE EXISTING EQUIPMENT OR PROPERTY OF THE

OWNER DAMAGED BY ELECTRICAL TRADES WORKMEN.

THE CONTRACTOR SHALL GUARANTEE MATERIALS AND WORKMANSHIP PROVIDED BY

HIM FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF OWNER'S FINAL

ACCEPTANCE. REPAIR OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT

NO ADDITIONAL COST TO THE OWNER WITHIN THE GUARANTEE PERIOD.

IDENTIFY PANELBOARDS AND USAGE OF PANELBOARD CIRCUIT BREAKERS WITH

PLASTIC LAMINOID NAMEPLATES. NAMEPLATES SHALL INDICATE PANEL

DESIGNATION, VOLTAGE, AND USE.

PROVIDE TYPEWRITTEN PANELBOARD CIRCUIT DIRECTORY IN PANELBOARD DOOR

IDENTIFYING ALL ACTIVE CIRCUITS AND SPARES. ACTIVE CIRCUITS SHALL DESIGNATE

EQUIPMENT SERVED.

WIRING BETWEEN LIGHT POLES SHALL BE 4 SINGLE CONDUCTOR #6, 5KV IN 3"

CONDUIT DIRECTLY BURIED.(SEE PRICES TO INCLUDE FOR ITEM SPECIFIC MATERIALS

TO BE USED)

THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO DESCRIBE THE WORK

REQUIRED. THE CONTRACTOR SHALL ACCURATELY FIELD MEASURE AND LAY OUT HIS

WORK TO EFFECTIVELY ACHIEVE A STRUCTURALLY COORDINATED INSTALLATION

WITH THE EXISTING CONDITIONS AND OTHER TRADES.

COORDINATE ALL SERVICE ENTRANCE REQUIREMENTS WITH THE LOCAL ELECTRIC

AND TELEPHONE UTILITY COMPANIES TO ENSURE COMPLIANCE TO UTILITY COMPANY

REQUIREMENTS. PROVIDE A COMPLETE GROUNDING SYSTEM.

DISCONNECTION, RECONNECTION, AND RELOCATION OF EQUIPMENT SHALL BE

COORDINATED SO AS TO CAUSE MINIMAL DISRUPTION OF SERVICE.

LIGHTING FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALLATION

SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND ALL

APPLICABLE PROVISIONS OF NATIONAL ELECTRICAL CODE.

ITEM 625 - LIGHT POLE FOUNDATION, 18" X 8' DEEP

THIS ITEM SHALL CONSIST OF FURNISHING AND INSTALLING DRILLED SHAFTS OF THE

KIND AND SIZE CALLED FOR ON THE PLANS AND IN THE FOLLOWING SPECIFICATIONS.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH ALL LABOR,

MATERIALS, TESTS AND APPURTENANCES REQUIRED TO COMPLETE THE WORK AS

SPECIFIED.

THE CONTRACTOR IS EXPECTED TO FURNISH THE PROPOSED DRILLED SHAFTS AS

PER THESE PLAN REQUIREMENTS WITH THE UNDERSTANDING THAT THE ESTIMATED

LENGTH SHOWN ON THE PLANS MAY BE DIFFERENT FROM THE LENGTH DETERMINED

TO BE NECESSARY AT THE TIME OF CONSTRUCTING THE DRILLED SHAFTS.

A CASING WILL BE NECESSARY FOR THE CONSTRUCTION OF EACH DRILLED SHAFT.

SEE CASING NOTE BELOW.

CASING

THE CASING SHALL BE WATER-TIGHT AND SHALL BE OF AMPLE STRENGTH TO

WITHSTAND HANDLING STRESSES AND TEMPORARY EXTERNAL SUBSURFACE

PRESSURES. THE CASING SHALL BE SEATED TO SEAL OFF POSSIBLE GROUND WATER.

THE CASING LENGTH SHALL BE AS NECESSARY TO CONSTRUCT EACH DRILLED SHAFT.

THE CASING SHALL BE LEFT IN PLACE, BUT IT SHALL BE REMOVED ABOVE THE

FINISHED GRADE.

CONTRACTOR QUALIFICATION

THE CONTRACTOR SHALL SUBMIT INFORMATION TO DOCUMENT THAT HIS PERSONNEL

ARE EXPERIENCED IN THE CONSTRUCTION OF DRILLED SHAFTS OF THE TYPE AND

SIZE DESCRIBED BY THE PLANS. THIS INFORMATION SHALL BE SUBMITTED AT THE

PRECONSTRUCTION CONFERENCE.

DEVIATION FROM PLAN

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS INVOLVED WHEN MAKING

CORRECTIONS TO HIS UNAUTHORIZED DEVIATIONS FROM THE PLANS.

EXCAVATION

EXCAVATION FOR THE DRILLED SHAFTS SHALL BE PERFORMED BY ROTARY DRILLING

METHODS USING PRACTICAL METHODS AND MACHINERY ACCEPTABLE TO THE

ENGINEER. WHEN OBJECTS SUCH AS LARGE BOULDERS ARE ENCOUNTERED, THEY

SHALL BE REMOVED. BLASTING METHODS MAY NOT BE USED.

BOTTOM CLEANOUT

THE BOTTOM OF THE DRILLED SHAFT EXCAVATION SHALL BE FLUSHED AS CLEAN AS

PRACTICABLE.

APPROVAL BEFORE CONCRETE PLACEMENT

THE CONTRACTOR SHALL SUBMIT TO THE PROJECT ENGINEER A WRITTEN REPORT OF

STEPS AND PROCEDURES THAT HE PROPOSES TO FOLLOW WHEN PLACING AND

MONITORING THE CONCRETE PLACEMENT. CONCRETE SHALL NOT BE PLACED IN ANY

DRILLED SHAFT EXCAVATION WITHOUT PRIOR APPROVAL FROM THE ENGINEER. THE

DRILLED SHAFT EXCAVATION SHALL BE INSPECTED IMMEDIATELY BEFORE THE

CONCRETE IS PLACED. NO CONCRETE SHALL BE PLACED DURING INCLEMENT

WEATHER CONDITIONS WHICH PROHIBIT A THOROUGH INSPECTION.

DEWATERING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING ANY INCOMING

WATER TO THE EXTENT THAT THE SHAFT EXCAVATION IS MAINTAINED DRY ENOUGH

FOR PERFORMANCE OF THE REQUIRED INSPECTION AND CONCRETING OPERATIONS.

THE PREFERRED METHOD OF CONSTRUCTION IS TO PLACE THE CONCRETE IN A

CLEAN, DRY EXCAVATION. THE CONTRACTOR IS EXPECTED TO MAKE A REASONABLE

ATTEMPT TO SEAL WATER OUT OF THE DRILLED SHAFT EXCAVATION.

CONCRETE PLACEMENT

THE CONCRETE FOR THE DRILLED SHAFTS SHALL BE PLACED AS PER ITEM 511

EXCEPT AS MODIFIED BY THE PLANS. THE CONCRETE PLACEMENT OPERATION

SHOULD BE CONTINUOUS FROM START TO FINISH. THE CONCRETE SHALL BE PLACED

AGAINST THE CASING SOIL AND SHALL BE PLACED PROMPTLY AFTER THE FINAL

INSPECTION OF THE SHAFT. IF PRACTICABLE, THE CONCRETE SHALL BE PLACED IN A

DRY EXCAVATION. CARE SHALL BE TAKEN TO ENSURE THAT CONCRETE IS NOT BEING

PLACED IN MOVING WATER. THE CONCRETE CAN BE PLACED IN A DRY, DRILLED

SHAFT EXCAVATION BY THE FREE FALL METHOD PROVIDED THE CONCRETE FALLS TO

ITS FINAL POSITION THROUGH AIR WITHOUT STRIKING THE SIDES OF THE HOLE, THE

REINFORCING STEEL CAGE OR ANY OTHER OBSTRUCTION. THE FREE FALL METHOD

ALLOWS THE CONCRETE TO BE DROPPED FROM THE TOP THROUGH A CENTERING

CHUTE TO THE CONCRETE'S FINAL POSITION.

CONCRETE

CONCRETE FOR ALL DRILLED SHAFTS SHALL BE CLASS S CONCRETE AND SHALL BE IN

ACCORDANCE WITH ITEM 511, EXCEPT AS MODIFIED AND SUPPLEMENTED HEREIN.

THE REQUIRED SLUMP IS SIX INCHES (6") TO SEVEN INCHES (7"). THE MAXIMUM WATER

TO CEMENT RATIO SHALL BE 0.50. THE TOP 5 FEET OF THE DRILLED SHAFTS ARE

REQUIRED TO BE VIBRATED. ONLY A MINIMAL VIBRATORY EFFORT IS NECESSARY.

SPECIAL CARE SHALL BE TAKEN NOT TO OVER-VIBRATE THE DRILLED SHAFT

CONCRETE.

REINFORCING STEEL

REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ITEM 509. THE

REINFORCING STEEL SHALL BE GRADE 60, EPOXY COATED ASTM A615. SEE DETAILS

FOR REINFORCING REQUIREMENTS.

SAFETY PROVISIONS

THE CONTRACTOR SHALL HAVE AT THE JOB SITE ALL EQUIPMENT AND MATERIALS

NEEDED TO PROVIDE SAFE CONSTRUCTION AND INSPECTION OF THE DRILLED

SHAFTS AS REQUIRED BY CITY, STATE AND FEDERAL SAFETY REQUIREMENTS. WHERE

UTILITY OUPS MARKINGS SHOW POTENTIAL CONFLICT, THE CONTRACTOR SHALL

NOTIFY THE ENGINEER TO DETERMINE A NEED TO ADJUST THE LOCATION. THE

CONTRACTOR SHOULD EXPECT TO POT-HOLE LOCATIONS WHICH APPEAR TO HAVE

OUPS MARKINGS ADJACENT TO PROPOSED POLE LOCATIONS IN ORDER TO

DETERMINE CLEARANCES. PAYMENT SHOULD BE INCLUDED IN THE LIGHT POLE

FOUNDATION BID ITEM.