SEC 15 DRIVE DR OAK I- 17 PINEWOOD BLVD WINTERGREEN CEDAR WOOD DRIVE FAIRLANE RD OAK HILLSIDE ACOMA MESCALERO DR BIG SKY TURKEY TRAIL REINDEER DR HILLSIDE OAK SEQUOIA DR COYOTE CARIBOU HILLSIDE COUGAR PINEWOOD BLVD CRESTLINE FAIRWAY COCONINO NATIONAL FOREST COCONINO NATIONAL FOREST WINTERGREEN HILLSIDE-ACOMA UTILITY ACKNOWLEDGMENT ARIZONA PUBLIC SERVICE (APS) DATE UNISOURCE ENERGY SERVICES DATE SUDDENLINK DATE CENTURY LINK DATE ARIZONA WATER COMPANY DATE MUNDS PARK PINEWOOD PROJECT SITES COCONINO COUNTY PINEWOOD UNITS 6 & 7 DRAINAGE IMPROVEMENT PLANS FOR VICINITY MAP A PORTION OF SECTION 15, TOWNSHIP 18 NORTH, RANGE 7 EAST, OF THE GILA AND SALT RIVER MERIDIAN, COCONINO COUNTY, ARIZONA FLAGSTAFF SEDONA LAKE MARY RD (FH-3) MUNDS PARK PROJECT LOCATION KEY MAP E T WM OH G MORMON LAKE SCALE : AS NOTED PROJECT Nos: 4101-D012-13-01 SEPT 2013 6 PINEWOOD UNITS NO. 6 & 7 DRAINAGE IMPROVEMENTS MUNDS PARK, AZ R:\ENG-PROJECTS\4101-D012-13-01 HILLSIDE ACOMA\4000-Design\CONSTRUCTION PLANS\HILLSIDE CVR G-1.dwg Plotted: Sep 26, 2013 4101-D013-13-01 2+0'911& &4#+0#)' +/2418'/'065 2.#05 BY LETTER 11-14-12 BY LETTER 11-16-12 BY LETTER 11-16-12 BY LETTER BY LETTER 1 PINEWOOD SANITARY DISTRICT DATE BY LETTER 11-14-12 12-26-12 1-11-13
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COCONINO
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COCONINO
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WINTERGREEN
HILLSIDE-ACOMA
UTILITY ACKNOWLEDGMENT
ARIZONA PUBLIC SERVICE (APS) DATE
UNISOURCE ENERGY SERVICES DATE
SUDDENLINK DATE
CENTURY LINK DATE
ARIZONA WATER COMPANY DATE
MUNDS PARKPINEWOOD PROJECT SITES
COCONINOCOUNTY
PINEWOOD UNITS 6 & 7
DRAINAGE IMPROVEMENT PLANS
FOR
VICINITY MAP
A PORTION OF SECTION 15, TOWNSHIP 18 NORTH, RANGE 7 EAST,
OF THE GILA AND SALT RIVER MERIDIAN,
COCONINO COUNTY, ARIZONA
FLAGSTAFF
SEDONA
LAKE
MARY
RD
(FH-3)
MUNDS PARKPROJECT LOCATION
KEY MAP
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BY LETTER 11-14-12
BY LETTER 11-16-12
BY LETTER 11-16-12
BY LETTER
BY LETTER
1
PINEWOOD SANITARY DISTRICT DATE
BY LETTER 11-14-12
12-26-12
1-11-13
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DRAINAGE MAINTENANCE DURING CONSTRUCTION
ADEQUATE DRAINAGE OF THE CONSTRUCTION AREA SHALL BE PROVIDED
AT ALL TIMES. CONSTRUCTION DRAINS SHALL BE PROVIDED AS NEEDED
TO ENABLE WATER TO DRAIN FROM THE CONSTRUCTION AREA RAPIDLY
AND WITHOUT DAMAGING THE WORK IN PROGRESS. TO FURTHER
PROMOTE GOOD DRAINAGE OF THE SITE, DRAINAGE CHANNELS,
CULVERTS, AND STRUCTURES SHALL BE CONSTRUCTED FROM
DOWNSTREAM TO UPSTREAM IN SUCH A WAY THAT, DURING
CONSTRUCTION, THEY DO NOT IMPEDE THE FLOW OF WATER FROM THE
CONSTRUCTION AREA. THE COST FOR THIS WORK SHALL BE INCLUDED AS
INCIDENTAL WORK IN THE TOTAL BID PRICE.
DAMAGE TO ADJACENT PROPERTIES OR TO ANY PORTION OF THE WORK
CAUSED BY THE CONTRACTOR'S FAILURE TO PROVIDE ADEQUATE
DRAINAGE OF THE CONSTRUCTION SITE OR TO ORDER THE WORK SO AS
TO MINIMIZE THE POSSIBLE EXTENT OF SUCH DAMAGE SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE.
NO EXTENSION OF TIME SHALL BE GRANTED ON ACCOUNT OF THE TIME
REQUIRED TO MAKE SUCH REPAIRS.
FILL CONSTRUCTION
MISCELLANEOUS REMOVALS AND OTHER WORK
REMOVALS NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT
SPECIFICALLY CALLED OUT ON THE PLANS WILL BE CONSIDERED INCIDENTAL
WORK.
WATER SUPPLY
THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND PROVIDE ALL
NECESSARY WATER FOR CONSTRUCTION OPERATION AT CONTRACTOR'S EXPENSE.
CLEANUP AND DUST CONTROL
THROUGHOUT ALL PHASES OF THE CONSTRUCTION THE CONTRACTOR SHALL
KEEP THE WORK AREA, ADJACENT PROPERTIES, AND STREETS CLEAN AND FREE
FROM RUBBISH, EXCESS MATERIALS, DUST, AND DEBRIS GENERATED BY THE
CONSTRUCTION ACTIVITY. THE COST OF THIS WORK SHALL BE INCLUDED AS
INCIDENTAL WORK IN THE TOTAL BID PRICE.
CONSTRUCTION STAKES, LINES, AND GRADES
RIGHT-OF-WAY AND TRAFFIC CONTROL
THE CONTRACTOR SHALL PROVIDE ANY NECESSARY TRAFFIC CONTROL
DEVICES REQUIRED FOR THE CONTROL OF VEHICLE AND PEDESTRIAN
TRAFFIC AFFECTED BY THE CONSTRUCTION. ALL TRAFFIC CONTROL
PLANS MUST CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES," LATEST EDITION, COCONINO COUNTY STANDARDS, AND BE
APPROVED BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE PRIOR
TO IMPLEMENTATION.
APPROVAL OF THESE PLANS BY THE COUNTY ENGINEER IS FOR A
ONE-YEAR PERIOD, SUBSEQUENT TO THE DATE OF APPROVAL. IF
CONSTRUCTION WORK IS NOT STARTED WITHIN THE ONE-YEAR PERIOD,
OR HAS BEEN DISCONTINUED FOR ANY REASON FOR LONGER THAN ONE
YEAR, THE PLANS SHALL BE RESUBMITTED FOR REVIEW AND
RE-APPROVAL.
PLAN REVIEW BY THE COUNTY DOES NOT EXTEND TO MATERIAL
QUANTITIES SHOWN ON THE PLANS.
COCONINO COUNTY PAVING NOTES
2. NO JOB WILL BE CONSIDERED COMPLETE UNTIL:
CONCRETE
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
1.
COCONINO COUNTY GENERAL NOTES
ALL CONCRETE SHALL BE MAG CLASS A (WITH 4% TO 7% ENTRAINED AIR)
PORTLAND CEMENT CONCRETE HAVING 520 LBS PER CUBIC YARD
CEMENTITIOUS MATERIALS CONTENT (MIN.), 3000 PSI STRENGTH AT 28
DAYS .
NO CONCRETE SHALL BE PLACED BEFORE THE APPROVAL BY COCONINO
COUNTY REPRESENTATIVE FOR COMPACTION AND FORM INSPECTIONS
ALL CONCRETE SHALL BE CURED USING APPROVED LIQUID MEMBRANE
CURE AND ADHERING TO ALL COLD WEATHER CONCRETE PLACEMENT
SPECIFICATIONS, INCLUDING PROTECTION FROM FREEZING
TEMPERATURES FOR THE FIRST 48 HOURS
CONTRACTOR IS TO PROTECT ALL MATERIALS FROM PEDESTRIAN AND
VEHICULAR TRAFFIC FOR THE FIRST 24 HOURS USING TRAFFIC
CONTROL METHODS AND DEVICES
ALL REMOVALS BY THE CONTRACTOR ARE TO BE DISPOSED BY THE
CONTRACTOR AT AN APPROVED SITE. THIS INCLUDES ALL EXISTING
CONCRETE, ASPHALT, ROCK AND ASBESTOS PIPE
AN ENCROACHMENT PERMIT, ISSUED BY THE PUBLIC WORKS
DEPARTMENT IS REQUIRED FOR ALL WORK IN COUNTY RIGHTS-OF-WAY
OR EASEMENTS. FOR CONSTRUCTION OF ANY IMPROVEMENTS A
GRADING PERMIT WILL BE REQUIRED.
THE COUNTY SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO
BEGINNING DIFFERENT PHASES OF CONSTRUCTION SO THAT COUNTY
INSPECTORS MAY BE SCHEDULED.
FOR CONSTRUCTION PURPOSES, THE FOLLOWING PRECEDENCE OF
STANDARDS WILL PREVAIL: CURRENT COCONINO COUNTY PUBLIC WORKS
ENGINEERING DEPARTMENT STANDARDS; CURRENT INTERNATIONAL
BUILDING CODE (IBC), PROJECT SPECIFIC PLANS AND SPECIFICATIONS;
ADOT STANDARDS; AND MAG STANDARDS - OR OTHER SPECIFICATIONS
APPROVED BY THE COUNTY ENGINEER AND WITH GENERALLY ACCEPTED
GOOD CONSTRUCTION PRACTICE. ALL WORK AND MATERIALS WHICH DO
NOT CONFORM TO THE STANDARDS AND SPECIFICATIONS ARE SUBJECT TO
REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
ANY WORK PERFORMED WITHOUT THE KNOWLEDGE AND APPROVAL OF
THE COUNTY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE, IS
SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
THE COUNTY ENGINEER OR AUTHORIZED REPRESENTATIVE MAY SUSPEND
THE WORK BY WRITTEN NOTICE WHEN, IN THEIR JUDGMENT, PROGRESS IS
UNSATISFACTORY, WORK BEING DONE IS UNAUTHORIZED OR DEFECTIVE,
WEATHER CONDITIONS ARE UNSUITABLE, OR THERE IS DANGER TO THE
PUBLIC HEALTH OR SAFETY.
THE COUNTY ENGINEER MAY ORDER ANY OR ALL MATERIALS USED IN
THE WORK TO BE TESTED ACCORDING TO THE AMERICAN ASSOCIATION
OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) AND
THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) THE
CONTRACTOR SHALL, AT THEIR EXPENSE, HIRE A STANDARDS.
QUALIFIED TESTING LABORATORY TO PERFORM QUALITY CONTROL (QC)
DURING ALL PHASES OF CONSTRUCTION, AS STATED IN COCONINO
COUNTY STANDARDS, OR AS DIRECTED IN THE SPECIAL PROVISIONS.
LOCAL FIRE DEPARTMENT, COUNTY ENGINEERING DIVISION AND OTHER
EMERGENCY RESPONDER'S APPROVAL IS REQUIRED FOR OBSTRUCTION OF
ACCESS OR WATER SYSTEM SHUTDOWN - SUBMISSION OF TRAFFIC
CONTROL PLANS ARE REQUIRED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE
STREETS AND OF PARTIALLY COMPLETED PORTIONS OF THE WORK UNTIL
FINAL ACCEPTANCE OF THE WORK. ANY ROADS REQUIRED TO BE
CLOSED FOR THE CONSTRUCTION ACTIVITY SHALL BE REOPENED WITHIN
A REASONABLE TIME OR UPON ORDER OF COUNTY ENGINEER. THE
REGULATION AND CONTROL OF THIS TRAFFIC SHALL BE AS DIRECTED BY
THE COUNTY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE.
APPROVAL OF A PORTION OF THE WORK IN PROGRESS DOES NOT
GUARANTEE ITS FINAL ACCEPTANCE. TESTING AND EVALUATION MAY
CONTINUE UNTIL WRITTEN FINAL ACCEPTANCE OF A COMPLETE
WORKABLE UNIT. ANY DEFECTS WHICH APPEAR IN THE WORK WITHIN
ONE YEAR FROM THE DATE OF ACCEPTANCE AND WHICH ARE DUE TO
IMPROPER WORKMANSHIP OR INFERIOR MATERIALS SUPPLIED SHALL BE
CORRECTED BY OR AT THE EXPENSE OF THE OWNER/DEVELOPER OR
THE CONTRACTOR.
ACCEPTANCE OF COMPLETED PUBLIC IMPROVEMENTS WILL NOT BE GIVEN
UNTIL DEFECTIVE OR UNAUTHORIZED WORK IS REMOVED, AND FINAL
CLEAN-UP IS COMPLETE.
LOCATION OF UNDERGROUND UTILITIES BEFORE WORK IS BEGUN IS TO
BE ACCOMPLISHED IN ACCORDANCE WITH ARS 40-361-22.
IF WORK IS DONE ON PRIVATE PROPERTY IN RELATION TO A PROJECT
CONSTRUCTED UNDER THESE STANDARDS, THE CONTRACTOR WILL
PROVIDE THE COUNTY WITH WRITTEN AUTHORIZATION FROM THE
PROPERTY OWNER TO DO SO.
THE ESTABLISHMENT AND USE OF TEMPORARY CONSTRUCTION YARDS
SHALL REQUIRE WRITTEN AUTHORIZATION FROM THE COUNTY PUBLIC
WORKS DEPARTMENT AND PROPERTY OWNER.
ALL PAVING SHALL BE PERFORMED IN ACCORDANCE WITH COCONINO
COUNTY PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS
1. EXACT POINT OF MATCHING TERMINATION AND OVERLAY, IF
NECESSARY, SHALL BE DETERMINED IN THE FIELD BY THE COUNTY
ENGINEER OR HIS AUTHORIZED REPRESENTATIVE
A. ALL CURBS, PAVEMENTS, SIDEWALKS, DITCHES, AND MANHOLES HAVE
BEEN CLEANED OF ALL DIRT AND DEBRIS.
B. SURVEY MONUMENTS ARE INSTALLED AND STAMPED.
C. ALL FRAMES, COVERS, AND VALVE BOXES ARE ADJUSTED TO GRADE.
3. NO PAVING CONSTRUCTION SHALL BE STARTED UNTIL ALL UTILITY LINES
UNDER PROPOSED PAVED AREA ARE COMPLETED AND APPROVED.
4. ASPHALT SHALL NOT BE PLACED BEFORE BASE COURSE HAS BEEN
APPROVED AND BASE COURSE WILL NOT BE PLACED UNTIL SUBGRADE HAS
BEEN APPROVED BY THE COUNTY ENGINEER OR HIS AUTHORIZED
REPRESENTATIVE.
5. THE LOCATION OF ALL WATER VALVES, FIRE HYDRANTS, AND MANHOLES
MUST AT ALL TIMES DURING CONSTRUCTION BE REFERENCED AND MADE
ACCESSIBLE TO THE COUNTY.
6. UTILITY FACILITIES IN CONFLICT WITH THIS WORK WILL BE RELOCATED
BY THE PERMITTEE OR THE UTILITY OWNER. THIS ACTIVITY SHALL BE
COORDINATED WITH THE OWNER OF THE UTILITY TO PREVENT ANY
UNNECESSARY INTERRUPTION OF SERVICE TO EXISTING CUSTOMERS.
7. EXISTING STREET AND TRAFFIC SIGNS WILL BE MAINTAINED DURING
CONSTRUCTION AND RELOCATED BY THE PERMITEE AS DIRECTED BY THE
COUNTY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE.
THE BID SCHEDULE ITEM FOR FILL CONSTRUCTION IS INTENDED TO INCLUDE
FULL PAYMENT FOR ALL MATERIAL REQUIRED TO BUILD THE PROJECT AND THE
DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE SHALL BE. ANY DISPOSAL
OF EXCESS MATERIAL SHALL BE AT AN APPROVED SITE BY THE COUNTY
ENGINEER OR AUTHORIZED REPRESENTATIVE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING A
REGISTERED LAND SURVEYOR, LICENSED TO PRACTICE IN ARIZONA,
WHO SHALL BE RESPONSIBLE FOR PROVIDING ALL STAKES NECESSARY
TO ESTABLISH CONSTRUCTION LINES AND GRADES. STAKES PROVIDED
SHALL BE OF SUFFICIENT NUMBER TO SATISFY THE ENGINEER THAT THE
WORK MAY BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS. ALL
COSTS ASSOCIATED WITH STAKING ARE TO BE BORNE BY THE
CONTRACTOR. NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR
EXTRA STAKES OR RESTAKING WILL BE ALLOWED. STAKING SHALL BE
MAINTAINED BY THE CONTRACTOR FOR THE ENTIRE DURATION OF THE
PROJECT.
CONCRETE BOX CULVERTS SHALL BE 2' H X 4' W JENSEN PRECAST WITH
DAYTON SUPERIOR D-50 DBR COUPLER SYSTEM OR APPROVED EQUAL
SURVEY MONUMENTS
CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF ALL
SURVEY MONUMENTS AND PROPERTY CORNERS. ANY MONUMENTS
AND/OR CORNERS WHICH ARE DISTURBED OR DISPLACED DUE TO
CONSTRUCTION ACTIVITIES SHALL BE RESET BY THE CONTRACTOR
AT NO EXPENSE TO THE OWNER NOR THE ENGINEER. THE LOCATION
OF THESE MONUMENTS SHALL BE ESTABLISHED BY A REGISTERED
LAND SURVEYOR LICENSED IN THE STATE OF ARIZONA.
NOTE:
THE GENERAL AND SITE SPECIFIC NOTES ARE TO ACCOMPANY THE
PROJECT DOCUMENT TECHNICAL SPECIFICATIONS AND SPECIAL
PROVISIONS. IF ANY DISCREPANCY IS FOUND TO EXIST BETWEEN
THESE NOTES AND PROJECT TECHNICAL SPECIFICATIONS OR
PROVISIONS, THE MORE STRINGENT SHALL APPLY.
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EROSION CONTROL NOTES
SEDIMENT LOG (TYPICAL)
SECTION A-ANOT TO SCALE
TYPICAL OVERLAPNOT TO SCALE
SEDIMENT LOG AND CHANNEL/DITCHSECTIONAL ELEVATION
NOT TO SCALE
HILLSIDE-ACOMA DEMOLITION & EROSION CONTROL
WINTERGREEN-CEDAR WOOD DEMOLITION & EROSION CONTROL
