CHIP SEAL PROJECT FALL FY 2021-2022 - Yavapai County
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CHIP SEAL PROJECT FALL FY 2021-2022 YAVAPAI COUNTY, ARIZONA PROJ. #21-22708 ID GROUP NAME REFERENCE KEY TO PROJECT SHEET GROUP 9 10 7 6 1 2 3 5 4 8 6 5 1 VERDE VILLAGE-SOUTH YARNELL 4 5 7 8 PRESCOTT PAULDEN IRON SPRINGS CHINO VALLEY WILLIAMSON VALLEY 11 12 8 VERDE VILLAGE-WEST 2 3 YAVAPAI COUNTY BOARD OF SUPERVISORS DISTRICT 4 - CRAIG BROWN, CHAIRMAN DISTRICT 1- HARRY OBERG DISTRICT 2 - JAMES GREGORY DISTRICT 3 - DONNA MICHAELS DISTRICT 5 - MARY MALLORY 6 7 PUBLIC WORKS DEPARTMENT YAVAPAI COUNTY CHIP SEAL PROJECT FALL FY 2021-2022 COVER In Maricopa County: (602) 263-1100 8-1-1 or 1-800-STAKE-IT (782-5348) Dial at least two full days before you begin excavation. Call working R PUBLIC WORKS DEPARTMENT YAVAPAI COUNTY
THERMOPLASTIC PAVEMENT MARKINGS - WHITE (4" EQUIV.)
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6,596
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LF
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WHITE THERMOPLASTIC MARKINGS- RIGHT/LEFT ARROWS, ETC
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13
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EA
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WHITE THERMOPLASTIC MARKINGS-"STOP, SCHOOL, ONLY" ETC
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8
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EA
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MOBILIZATION
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1
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LS
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QUALITY CONTROL AND TESTING
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1
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LS
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TRAFFIC CONTROL
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1
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LS
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FORCE ACCOUNT
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1
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LS
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*
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*
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1
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1
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REVISION
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1
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REVISION
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DATE
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07/24/21
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REVISIONS TO SHEETS:
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01-12
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1
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PUBLIC WORKS DEPARTMENTYAVAPAI COUNTY
NOTES & DETAILSIn Maricopa County: (602) 263-1100
8-1-1 or 1-800-STAKE-IT (782-5348)Dial
at least two full days
before you begin excavation.
Call working
R
CHIP SEAL PROJECTFALL FY 2021-2022
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GENERAL NOTES
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1. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES, IF ANY, IN THE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES, IF ANY, IN THE PLANS, AND OR FIELD CONDITIONS, IMMEDIATELY TO THE ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION; AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 2. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THAT HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. CONSTRUCTION IS TO BE PERFORMED WITHIN THE EXISTING RIGHT-OF-WAY LIMITS FOR CONSTRUCTION IS TO BE PERFORMED WITHIN THE EXISTING RIGHT-OF-WAY LIMITS FOR THIS PROJECT. NO ADDITIONAL RIGHT-OF-WAY OR CONSTRUCTION EASEMENTS HAVE BEEN SECURED OUTSIDE THE LIMITS SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION WITH THIS IN MIND AND SHALL PHASE CONSTRUCTION, AS NECESSARY, TO ACCOMODATE ANY RIGHT-OF-WAY LIMITATIONS. 4. WHERE ONLY THE HORIZONTAL LOCATION OF AN EXISTING UTILITY IS SHOWN, THE WHERE ONLY THE HORIZONTAL LOCATION OF AN EXISTING UTILITY IS SHOWN, THE LOCATION IS APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT BLUE STAKE LAWS AND CONTACT BLUESTAKE A MINIMUM OF TWO DAYS PRIOR TO CONSTRUCTION (1-800-STAKE-IT).
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ADOT
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AB
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AC
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AR-ACFC
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EA
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EOP
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EP
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EX
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GAL
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LF
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LS
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MUTCD
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PVMNT
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ROW
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SD
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SY
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TN
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LIST OF ABBREVIATIONS
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ARIZONA DEPARTMENT OF TRANSPORTATION
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AGGREGATE BASE
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ASPHALTIC CONCRETE
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ASPHALT RUBBER ASPHALTIC CONCRETE FRICTION COURSE
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EACH
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EDGE OF PAVEMENT
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END PRODUCT (ASPHALT REFERENCE)
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EXISTING
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GALLON
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LINEAR FEET
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LUMP SUM
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MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
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PAVEMENT
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RIGHT OF WAY
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STANDARD DETAIL (OR STANDARD DRAWING)
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SQUARE YARD
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TON
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STA
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STATION
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MAG
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MARICOPA ASSOCIATION OF GOVERNMENTS
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TYP
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TYPICAL (GENERALLY REPEATED WITHOUT ADDITIONAL LABELING)
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SHT
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SHEET
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W/
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WITH
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NPI
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NON-PAY ITEM
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DWY
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DRIVEWAY
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YC
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YAVAPAI COUNTY
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HZ
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HORIZONTAL
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R
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RIGHT
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L
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LEFT
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1. WHERE APPLICATION OF NEW CHIP SEAL MEETS UP TO THE EDGE OF AN ADJACENT WHERE APPLICATION OF NEW CHIP SEAL MEETS UP TO THE EDGE OF AN ADJACENT ROAD NOT RECEIVING A NEW CHIP SEAL, DO NOT EXTEND CHIP SEAL COAT ONTO ADJACENT ROAD UNLESS SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. 2. WHERE CHIP SEAL COATED ROADS INTERSECT, FULLY CHIP SEAL COAT THE WHERE CHIP SEAL COATED ROADS INTERSECT, FULLY CHIP SEAL COAT THE ROADWAY CURVE RETURNS, CURVE RETURN RADII VARY. 3. ALL CHIP SEALED ROADS WILL RECEIVE A FOG SEAL COAT ON TOP OF THE NEW ALL CHIP SEALED ROADS WILL RECEIVE A FOG SEAL COAT ON TOP OF THE NEW ON TOP OF THE NEW CHIP SEAL COAT.
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CHIP SEAL NOTES
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PAINT STRIPING & PAVEMENT MARKING NOTES
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±1'
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±1'
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4" WHITE SHOULDER STRIPE WHERE EXISTING (BOTH SIDES)
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VARIES
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4" SOLID DOUBLE YELLOW C.L. STRIPING WITH 4" SPACING
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TYP.
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EX. SHLDR
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EX. GRND.
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L
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C
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CHIP SEAL AND FOG SEAL TO COVER ENTIRE WIDTH OF EXISTING PAVEMENT
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NOT TO SCALE
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TYPICAL SECTION DETAIL
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NOTE: NOT ALL ROADS IN THIS CHIP SEAL PROJECT WILL RECEIVE CENTERLINE AND / OR EDGE STRIPING. CONTRACTOR SHALL REFER TO PLANS FOR EACH ROAD FOR SPECIFIC STRIPING DIRECTION. EXISTING STRIPING SHALL BE INVENTORIED AND REESTABLISHED.
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NOT TO SCALE
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NEW FINISHED GRADE
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EXISTING SUBGRADE
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EXISTING AGGREGATE BASE
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TOP EXISTING ROAD SURFACE
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FOG SEAL (0.10 GAL/SY)
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EXISTING PAVEMENT (OR AGGREGATE BASE)
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SINGLE COAT CHIP SEAL COAT (CRS-2P EMULSION)
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SINGLE COAT CRS-2P CHIP SEAL PAVEMENT STRUCTURAL SECTION
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1. PRIOR TO CHIP SEALING OF THE ROADWAY, THE CONTRACTOR'S SURVEYOR SHALL PRIOR TO CHIP SEALING OF THE ROADWAY, THE CONTRACTOR'S SURVEYOR SHALL ESTABLISH ALL LOCATIONS FOR STRIPING, GAPS IN PAINT STRIPING, CROSS WALKS, STOP BARS, PASSING LANES, GORE AREAS, SIGNS, MARKERS AND DELINEATORS. ALL STRIPING QUANTITIES ARE BASED ON 4" EQUIVALENT STRIPES PER ADOT STANDARD SPECIFICATIONS. THE NEW PAINTED LINE WIDTHS OF ALL STRIPING SHALL MATCH THE EXISTING WIDTHS OF THE LINES IN PLACE. 2. UPON COMPLETION OF THE PROJECT THE CONTRACTOR'S SURVEYOR SHALL ESTABLISH UPON COMPLETION OF THE PROJECT THE CONTRACTOR'S SURVEYOR SHALL ESTABLISH NEW CENTERLINE STRIPING BASED UPON THE NEW ACTUAL CENTER OF THE ROADWAY PAVEMENT. EDGELINES SHALL BE OFFSET FROM THE NEW CENTER OF THE ROADWAY TO CREATE EQUAL LANE WIDTHS. INFORMATION GATHERED FROM THE CONTRACTOR'S SURVEYOR PRIOR TO SURFACE TREATMENT SHALL BE USED TO REESTABLISH STRIPING BREAKS, MARKINGS, ETC. 3. PAINT STRIPING SHALL BE PERFORMED IN TWO PHASES WITH A CURE TIME SEPARATION OF 10-15 PAINT STRIPING SHALL BE PERFORMED IN TWO PHASES WITH A CURE TIME SEPARATION OF 10-15 CALENDAR DAYS (AS APPROVED BY THE ENGINEER). ALL PHASE 1 STRIPING SHALL BE PERMANENT ALL PHASE 1 STRIPING SHALL BE PERMANENT PAVEMENT MARKINGS (PAINT APPLICATION PER ADOT 708). PHASE 2 STRIPING & MARKING . PHASE 2 STRIPING & MARKING CONSISTS OF PERMANENT PAVEMENT MARKINGS (ADOT 708), THERMOPLASTIC (ADOT 704), AND PREFORMED (ADOT 705). SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. PRIOR TO FINAL (PHASE 2) STRIPING, THE EXACT TERMINATION POINTS OF BOTH THE CL "DOUBLE PRIOR TO FINAL (PHASE 2) STRIPING, THE EXACT TERMINATION POINTS OF BOTH THE CL "DOUBLE YELLOW" STRIPE AND THE "WHITE" EDGELINES SHALL BE APPROVED BY THE ENGINEER. FURTHERMORE, AS DIRECTED BY THE ENGINEER, IT MAY BE NECESSARY TO EXTEND PAINT STRIPING & MARKING BEYOND THE LIMITS SHOWN DUE TO OIL TRACKING AND OBSCURING ON ADJACENT ROADWAY PAVEMENTS. IF THIS IS DONE INTO THE ADOT R.O.W., PAINT STRIPING SHALL MATCH THE WIDTH AND SPACING OF EXISTING MARKINGS.
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5. STOP BAR INSTALLATION: STOP BAR INSTALLATION: 5.1. CASE 1 EX. STOP BAR IS UNDISTURBED - NO PHASE 1 INSTALLATION SHALL BE CASE 1 EX. STOP BAR IS UNDISTURBED - NO PHASE 1 INSTALLATION SHALL BE EX. STOP BAR IS UNDISTURBED - NO PHASE 1 INSTALLATION SHALL BE PERFORMED, ONLY THE FINAL PHASE 2. PHASE 2 INSTALLATION SHALL OVERLAY EX. MARKING AS APPROVED BY THE ENGINEER. 5.2. CASE 2 EX. STOP BAR IS DISTURBED OR OBLITERATED - BOTH PHASE 1 & PHASE 2 CASE 2 EX. STOP BAR IS DISTURBED OR OBLITERATED - BOTH PHASE 1 & PHASE 2 EX. STOP BAR IS DISTURBED OR OBLITERATED - BOTH PHASE 1 & PHASE 2 INSTALLATIONS SHALL BE PERFORMED. EXACT LOCATION OF INSTALLATION SHALL BE APPROVED BY THE ENGINEER. 6. IN GENERAL, PAINT STRIPING SHALL BE INSTALLED PER ADOT STANDARD SPECIFICATIONS, IN GENERAL, PAINT STRIPING SHALL BE INSTALLED PER ADOT STANDARD SPECIFICATIONS, HORIZONTAL WIDTHS AND SPACINGS CAN VARY DEPENDING UPON THE RIGHT OF WAY OWNERSHIP AND APPLICATION. THE FOLLOWING ADOT STANDARD SPECIFICATIONS APPLY: ADOT 704 - THERMOPLASTIC PAVEMENT MARKINGS ADOT 708 - PERMANENT PAVEMENT MARKINGS 7. THE FOLLOWING TABLE INDICATES GENERAL DIMENSIONS AND INFORMATION FOR PAINT THE FOLLOWING TABLE INDICATES GENERAL DIMENSIONS AND INFORMATION FOR PAINT STRIPING AND MARKINGS FOR NORMAL COUNTY PROJECTS AND ASSOCIATED ADOT PRACTICES(IF NEEDED):
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TYPE
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CENTERLINE
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COLOR
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YELLOW
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WIDTH
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4"
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SPACING
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4" CLR.
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(6" ADOT)
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(6" ADOT)
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SPACING
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N/A
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N/A
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COMMENTS
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ADOT 708
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LONGITUDINAL
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HORIZ.
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EDGE LINE
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WHITE
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4"
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(6" ADOT)
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N/A
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N/A
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(TURN POCKET)
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WHITE
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8"
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(12" ADOT)
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N/A
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N/A
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STOP BAR
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WHITE
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18"
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(18" ADOT)
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N/A
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N/A
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THERMOPLASTIC
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ADOT 704
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ADOT 708
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ADOT 708
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N/A
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N/A
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N/A
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N/A
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N/A
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N/A
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"DOUBLE"
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CHANNELIZATION
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ARROWS &
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WHITE
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N/A
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N/A
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N/A
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"ONLY"
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CROSSWALK
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WHITE
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12"/24"
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N/A
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N/A
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THERMOPLASTIC
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ADOT 704
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MAINLINE
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NOT TO SCALE
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CHIP SEAL "INTERSECTION FILLET LIMITS" DETAIL
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CASE 1 - MAINLINE CHIP SEAL
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CASE 2 - SIDE ROAD CHIP SEAL
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SIDE ROAD
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MAINLINE
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SIDE ROAD
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CHIP SEAL LIMITS (UNLESS OTHERWISE SHOWN ON PLANS, OR AS DIRECTED BY THE ENGINEER).
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MATCH EX. CURVE RETURN RADIUS (TYP.)
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NOT TO SCALE
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TYPICAL 12"/24" CROSSWALK DETAIL
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YELLOW THERMOPLASTIC
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THERMOPLASTIC
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ADOT 704
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1.WHERE ROADWAYS RECEIVING FOG SEAL ONLY, THE APPLICATION WHERE ROADWAYS RECEIVING FOG SEAL ONLY, THE APPLICATION RATE SHALL BE 0.15 GALLONS PER SQUARE YARD.
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FOG SEAL ONLY NOTES
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PROJECT NUMBER:
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DESIGN BY:
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DRAWN BY:
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CHECKED BY:
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OF
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SHEET:
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DATE:
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SHEET NAME:
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PROJECT NAME:
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TMS
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2
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12
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TMS/BWM
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Arizona Blue Stake, Inc.
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1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
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JS
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21-22708
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JULY 2021
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PUBLIC WORKS DEPARTMENTYAVAPAI COUNTY
In Maricopa County: (602) 263-1100
8-1-1 or 1-800-STAKE-IT (782-5348)Dial
at least two full days
before you begin excavation.
Call working
R
CHINO VALLEY
SINGLE CHIP SEAL
ADDITIONAL NOTES
CONSTRUCTION NOTES
CHIP SEAL PROJECTFALL FY 2021-2022
CHIP SEAL PROJECTFALL FY 2021-2022
LEGEND
PAVEMENT STRIPING & MARKING NOTES
ROAD NAME LENGTH (FT) WIDTH (FT) AREA (SY)*
ESPERANZA RD 1,168 24 3,670
PHEASANT PL 5,197 24 14,005
YUMA DR 11,094 22 27,119
TOTAL 17,459 23 (AVG) 44,794
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PROJECT NUMBER:
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DESIGN BY:
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DRAWN BY:
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CHECKED BY:
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OF
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SHEET:
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DATE:
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SHEET NAME:
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PROJECT NAME:
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12
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Arizona Blue Stake, Inc.
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5
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* NOTE: AREA SHALL INCLUDE RADII, TURN BAYS AND OTHER MISCELLANEOUS AREAS, THUS THE STATED VALUE MAY BE GREATER THAN THE PRODUCT OF THE LENGTH AND WIDTH.
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CHINO VALLEY VICINITY MAP SCALE:1"=1000'
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1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
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1. EXISTING UTILITY FACILITY FRAMES EXISTING UTILITY FACILITY FRAMES AND COVERS SHALL BE PROTECTED FROM CHIP SEAL MATERIALS PER THE CONTRACT DOCUMENTS. 2. TERMINATIONS AND MATCH-UP TO TERMINATIONS AND MATCH-UP TO NON-ASPHALTIC SURFACES SHALL BE CLEAN AND NEAT PER THE CONTRACT DOCUMENTS.
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EXISTING PAINT STRIPING OCCURS ON THESE ROADS. SEE SHEET 3 FOR STRIPING QUANTITIES
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TMS
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BWM/TMS
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JS
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21-22708
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JULY 2021
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AREAS TO RECEIVE CHIP SEAL ADDITIONAL ROADWAYS
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RESTORE PAINT STRIPING AS SHOWN PER EXISTING FIELD LOCATIONS AND LINE TYPE/COLOR. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING/LOCATING STRIPING PRIOR TO CHIP SEALING THE ROAD AND RE-STRIPING IN ORIGINAL LOCATIONS. ANY EXISTING GAPS IN STRIPING ARE TO BE RESTORED TO ORIGINAL LOCATIONS. CONTRACTOR'S SURVEYOR TO VERIFY THAT CENTERLINE STRIPING IS IN EXACT CENTER OF NEW ROADWAY BEFORE RE-STRIPING. STRIPING WIDTH SHALL MATCH EXISTING. INCLUDES ALL CENTERLINE, EDGE, STOP BARS, CROSS WALKS, SYMBOLS, ETC. STOP BAR WIDTH SHALL BE 18", FINAL PHASE SHALL BE 18" WHITE THERMOPLASTIC.
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PUBLIC WORKS DEPARTMENTYAVAPAI COUNTY
In Maricopa County: (602) 263-1100
8-1-1 or 1-800-STAKE-IT (782-5348)Dial
at least two full days
before you begin excavation.
Call working
R
IRON SPRINGS
SINGLE CHIP SEAL
ADDITIONAL NOTES
CONSTRUCTION NOTES
LEGEND
PAVEMENT STRIPING & MARKING NOTES
ROAD NAME LENGTH (FT) WIDTH (FT) AREA (SY)*
ANGUS DR 3,415 24 9,182
HEREFORD DR 1,657 23 4,322
SKYLINE DR 10,007 24 26,717
TOLEMAC WY 1,738 24 5,869
TOTAL 16,817 23 (AVG) 46,090
CHIP SEAL PROJECTFALL FY 2021-2022
CHIP SEAL PROJECTFALL FY 2021-2022
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PROJECT NUMBER:
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DESIGN BY:
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DRAWN BY:
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CHECKED BY:
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OF
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SHEET:
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DATE:
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SHEET NAME:
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PROJECT NAME:
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Arizona Blue Stake, Inc.
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* NOTE: AREA SHALL INCLUDE RADII, TURN BAYS AND OTHER MISCELLANEOUS AREAS, THUS THE STATED VALUE MAY BE GREATER THAN THE PRODUCT OF THE LENGTH AND WIDTH.
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IRON SPRINGS VICINITY MAP SCALE:1"=600'
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1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
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1. EXISTING UTILITY FACILITY FRAMES EXISTING UTILITY FACILITY FRAMES AND COVERS SHALL BE PROTECTED FROM CHIP SEAL MATERIALS PER THE CONTRACT DOCUMENTS. 2. TERMINATIONS AND MATCH-UP TO TERMINATIONS AND MATCH-UP TO NON-ASPHALTIC SURFACES SHALL BE CLEAN AND NEAT PER THE CONTRACT DOCUMENTS.
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EXISTING PAINT STRIPING OCCURS ON THESE ROADS. SEE SHEET 3 FOR STRIPING QUANTITIES
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TMS
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BWM/TMS
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JS
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21-22708
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AREAS TO RECEIVE CHIP SEAL
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ADDITIONAL ROADWAYS
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RESTORE PAINT STRIPING AS SHOWN PER EXISTING FIELD LOCATIONS AND LINE TYPE/COLOR. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING/LOCATING STRIPING PRIOR TO CHIP SEALING THE ROAD AND RE-STRIPING IN ORIGINAL LOCATIONS. ANY EXISTING GAPS IN STRIPING ARE TO BE RESTORED TO ORIGINAL LOCATIONS. CONTRACTOR'S SURVEYOR TO VERIFY THAT CENTERLINE STRIPING IS IN EXACT CENTER OF NEW ROADWAY BEFORE RE-STRIPING. STRIPING WIDTH SHALL MATCH EXISTING. INCLUDES ALL CENTERLINE, EDGE, STOP BARS, CROSS WALKS, SYMBOLS, ETC. STOP BAR WIDTH SHALL BE 18", FINAL PHASE SHALL BE 18" WHITE THERMOPLASTIC.
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JULY 2021
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SANTA FE RD
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TTPUBLIC WORKS DEPARTMENT
YAVAPAI COUNTY
In Maricopa County: (602) 263-1100
8-1-1 or 1-800-STAKE-IT (782-5348)Dial
at least two full days
before you begin excavation.
Call working
R
PAULDEN
SINGLE CHIP SEAL
ADDITIONAL NOTES
CONSTRUCTION NOTES
LEGEND
PAVEMENT STRIPING & MARKING NOTES
ROAD NAME LENGTH (FT) WIDTH (FT) AREA (SY)*
BIG CHINO RD 27,989 25 77,863
MARBLEHEAD AV 1,340 22 2,522
TOTAL 29,329 23 (AVG) 80,385
CHIP SEAL PROJECTFALL FY 2021-2022
CHIP SEAL PROJECTFALL FY 2021-2022
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
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OF
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NAME:
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PROJECT NAME:
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12
AutoCAD SHX Text
Arizona Blue Stake, Inc.
AutoCAD SHX Text
7
AutoCAD SHX Text
* NOTE: AREA SHALL INCLUDE RADII, TURN BAYS AND OTHER MISCELLANEOUS AREAS, THUS THE STATED VALUE MAY BE GREATER THAN THE PRODUCT OF THE LENGTH AND WIDTH.
AutoCAD SHX Text
PAULDEN VICINITY MAP SCALE:1"=1000'
AutoCAD SHX Text
1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
1. EXISTING UTILITY FACILITY FRAMES EXISTING UTILITY FACILITY FRAMES AND COVERS SHALL BE PROTECTED FROM CHIP SEAL MATERIALS PER THE CONTRACT DOCUMENTS. 2. TERMINATIONS AND MATCH-UP TO TERMINATIONS AND MATCH-UP TO NON-ASPHALTIC SURFACES SHALL BE CLEAN AND NEAT PER THE CONTRACT DOCUMENTS.
AutoCAD SHX Text
EXISTING PAINT STRIPING OCCURS ON THESE ROADS. SEE SHEET 3 FOR STRIPING QUANTITIES
AutoCAD SHX Text
TMS
AutoCAD SHX Text
BWM/TMS
AutoCAD SHX Text
JS
AutoCAD SHX Text
21-22708
AutoCAD SHX Text
AREAS TO RECEIVE CHIP SEAL
AutoCAD SHX Text
ADDITIONAL ROADWAYS
AutoCAD SHX Text
RESTORE PAINT STRIPING AS SHOWN PER EXISTING FIELD LOCATIONS AND LINE TYPE/COLOR. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING/LOCATING STRIPING PRIOR TO CHIP SEALING THE ROAD AND RE-STRIPING IN ORIGINAL LOCATIONS. ANY EXISTING GAPS IN STRIPING ARE TO BE RESTORED TO ORIGINAL LOCATIONS. CONTRACTOR'S SURVEYOR TO VERIFY THAT CENTERLINE STRIPING IS IN EXACT CENTER OF NEW ROADWAY BEFORE RE-STRIPING. STRIPING WIDTH SHALL MATCH EXISTING. INCLUDES ALL CENTERLINE, EDGE, STOP BARS, CROSS WALKS, SYMBOLS, ETC. STOP BAR WIDTH SHALL BE 18", FINAL PHASE SHALL BE 18" WHITE THERMOPLASTIC.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
JULY 2021
AutoCAD SHX Text
1
C
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PUBLIC WORKS DEPARTMENTYAVAPAI COUNTY
In Maricopa County: (602) 263-1100
8-1-1 or 1-800-STAKE-IT (782-5348)Dial
at least two full days
before you begin excavation.
Call working
R
PRESCOTT-COMMERCE DR
SINGLE CHIP SEAL
ADDITIONAL NOTES
CONSTRUCTION NOTES
CHIP SEAL PROJECTFALL FY 2021-2022
CHIP SEAL PROJECTFALL FY 2021-2022
LEGEND
PAVEMENT STRIPING & MARKING NOTES
ROAD NAME LENGTH (FT) WIDTH (FT) AREA (SY)*
COMMERCE DR 5,692 33 22,367
TOTAL 5,692 33 (AVG) 22,367
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NAME:
AutoCAD SHX Text
PROJECT NAME:
AutoCAD SHX Text
12
AutoCAD SHX Text
Arizona Blue Stake, Inc.
AutoCAD SHX Text
8
AutoCAD SHX Text
* NOTE: AREA SHALL INCLUDE RADII, TURN BAYS AND OTHER MISCELLANEOUS AREAS, THUS THE STATED VALUE MAY BE GREATER THAN THE PRODUCT OF THE LENGTH AND WIDTH.
AutoCAD SHX Text
PRESCOTT-COMMERCE DR VICINITY MAP SCALE:1"=400'
AutoCAD SHX Text
1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
1. EXISTING UTILITY FACILITY FRAMES EXISTING UTILITY FACILITY FRAMES AND COVERS SHALL BE PROTECTED FROM CHIP SEAL MATERIALS PER THE CONTRACT DOCUMENTS. 2. TERMINATIONS AND MATCH-UP TO TERMINATIONS AND MATCH-UP TO NON-ASPHALTIC SURFACES SHALL BE CLEAN AND NEAT PER THE CONTRACT DOCUMENTS.
AutoCAD SHX Text
EXISTING PAINT STRIPING OCCURS ON THESE ROADS. SEE SHEET 3 FOR STRIPING QUANTITIES
AutoCAD SHX Text
TMS
AutoCAD SHX Text
BWM/TMS
AutoCAD SHX Text
JS
AutoCAD SHX Text
21-22708
AutoCAD SHX Text
JULY 2021
AutoCAD SHX Text
AREAS TO RECEIVE CHIP SEAL ADDITIONAL ROADWAYS
AutoCAD SHX Text
RESTORE PAINT STRIPING AS SHOWN PER EXISTING FIELD LOCATIONS AND LINE TYPE/COLOR. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING/LOCATING STRIPING PRIOR TO CHIP SEALING THE ROAD AND RE-STRIPING IN ORIGINAL LOCATIONS. ANY EXISTING GAPS IN STRIPING ARE TO BE RESTORED TO ORIGINAL LOCATIONS. CONTRACTOR'S SURVEYOR TO VERIFY THAT CENTERLINE STRIPING IS IN EXACT CENTER OF NEW ROADWAY BEFORE RE-STRIPING. STRIPING WIDTH SHALL MATCH EXISTING. INCLUDES ALL CENTERLINE, EDGE, STOP BARS, CROSS WALKS, SYMBOLS, ETC. STOP BAR WIDTH SHALL BE 18", FINAL PHASE SHALL BE 18" WHITE THERMOPLASTIC.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
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LOBO CR
In Maricopa County: (602) 263-1100
8-1-1 or 1-800-STAKE-IT (782-5348)Dial
at least two full days
before you begin excavation.
Call working
R
VERDE VILLAGE-SOUTH
ADDITIONAL NOTES
CONSTRUCTION NOTES
CHIP SEAL PROJECT FALL FY 2021-2022
CHIP SEAL PROJECTFALL FY 2021-2022
LEGENDPUBLIC WORKS DEPARTMENT
YAVAPAI COUNTY
PAVEMENT STRIPING &MARKING NOTES
SINGLE CHIP SEAL
ROAD NAME LENGTH (FT) WIDTH (FT) AREA (SY)*
CAYUSE TR 3,188 24 8,839
MOUNTAIN VIEW DR 1,411 24 4,044
NAVAJO DR 2,307 25 7,005
PIMA CR 150 25 730PUMA CR 2,611 24 7,237
VALLEY DR 1,628 24 4,607
VILLA DR 340 24 1,052
VISTA DR 1,488 24 4,405
WRANGLERS WY 1,841 24 5,281
TOTAL 14,964 24 (AVG) 43,200
AutoCAD SHX Text
Arizona Blue Stake, Inc.
AutoCAD SHX Text
9
AutoCAD SHX Text
* NOTE: AREA SHALL INCLUDE RADII, TURN BAYS AND OTHER MISCELLANEOUS AREAS, THUS THE STATED VALUE MAY BE GREATER THAN THE PRODUCT OF THE LENGTH AND WIDTH.
AutoCAD SHX Text
1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
1. EXISTING UTILITY FACILITY FRAMES EXISTING UTILITY FACILITY FRAMES AND COVERS SHALL BE PROTECTED FROM CHIP SEAL MATERIALS PER THE CONTRACT DOCUMENTS. 2. TERMINATIONS AND MATCH-UP TO TERMINATIONS AND MATCH-UP TO NON-ASPHALTIC SURFACES SHALL BE CLEAN AND NEAT PER THE CONTRACT DOCUMENTS.
AutoCAD SHX Text
EXISTING PAINT STRIPING OCCURS ON THESE ROADS. SEE SHEET 3 FOR STRIPING QUANTITIES
AutoCAD SHX Text
TMS
AutoCAD SHX Text
BWM/TMS
AutoCAD SHX Text
JS
AutoCAD SHX Text
21-22708
AutoCAD SHX Text
JULY 2021
AutoCAD SHX Text
AREAS TO RECEIVE CHIP SEAL
AutoCAD SHX Text
ADDITIONAL ROADWAYS
AutoCAD SHX Text
1
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NAME:
AutoCAD SHX Text
PROJECT NAME:
AutoCAD SHX Text
12
AutoCAD SHX Text
VERDE VILLAGE-SOUTH VICINITY MAP SCALE:1"=600'
AutoCAD SHX Text
RESTORE PAINT STRIPING AS SHOWN PER EXISTING FIELD LOCATIONS AND LINE TYPE/COLOR. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING/LOCATING STRIPING PRIOR TO CHIP SEALING THE ROAD AND RE-STRIPING IN ORIGINAL LOCATIONS. ANY EXISTING GAPS IN STRIPING ARE TO BE RESTORED TO ORIGINAL LOCATIONS. CONTRACTOR'S SURVEYOR TO VERIFY THAT CENTERLINE STRIPING IS IN EXACT CENTER OF NEW ROADWAY BEFORE RE-STRIPING. STRIPING WIDTH SHALL MATCH EXISTING. INCLUDES ALL CENTERLINE, EDGE, STOP BARS, CROSS WALKS, SYMBOLS, ETC. STOP BAR WIDTH SHALL BE 18", FINAL PHASE SHALL BE 18" WHITE THERMOPLASTIC.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
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In Maricopa County: (602) 263-1100
8-1-1 or 1-800-STAKE-IT (782-5348)Dial
at least two full days
before you begin excavation.
Call working
R
VERDE VILLAGE-WEST
SINGLE CHIP SEAL
ADDITIONAL NOTES
CONSTRUCTION NOTES
CHIP SEAL PROJECT FALL FY 2021-2022
CHIP SEAL PROJECTFALL FY 2021-2022
PUBLIC WORKS DEPARTMENTYAVAPAI COUNTY
PAVEMENT STRIPING &MARKING NOTES
ROAD NAME LENGTH (FT) WIDTH (FT) AREA (SY)*
ALVARADO LN 931 25 2,876
BONITA DR 682 24 2,133
BURRO CR 154 23 700
CINNABAR DR 1,167 24 3,332
COTTONTAIL RN 1,129 24 3,303
DESERAMA CR 677 24 2,095
DESERT FLOWER CR 477 24 1,550
DESERT JEWEL DR 2,972 24 8,285
DESTRY LN 2,675 23 7,325
DONNER CR 153 28 537
DONNER TR 1,519 24 4,247
GRAY BAR DR 890 23 2,511
GRAY MULE CR 198 23 816
HILLTOP DR 1,617 23 4,443
MEADOWLARK LN 1,662 24 4,671
SANDY LN 1,207 22 3,253
SIERRA CR 80 50 444
SIERRA DR 1,902 24 5,369
SKY VIEW CR 178 23 746
STAR VIEW CR 158 23 731TOTAL 20,428 25 (AVG) 59,367
LEGEND
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Arizona Blue Stake, Inc.
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10
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* NOTE: AREA SHALL INCLUDE RADII, TURN BAYS AND OTHER MISCELLANEOUS AREAS, THUS THE STATED VALUE MAY BE GREATER THAN THE PRODUCT OF THE LENGTH AND WIDTH.
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1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
1. EXISTING UTILITY FACILITY FRAMES EXISTING UTILITY FACILITY FRAMES AND COVERS SHALL BE PROTECTED FROM CHIP SEAL MATERIALS PER THE CONTRACT DOCUMENTS. 2. TERMINATIONS AND MATCH-UP TO TERMINATIONS AND MATCH-UP TO NON-ASPHALTIC SURFACES SHALL BE CLEAN AND NEAT PER THE CONTRACT DOCUMENTS.
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EXISTING PAINT STRIPING OCCURS ON THESE ROADS. SEE SHEET 3 FOR STRIPING QUANTITIES
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TMS
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BWM/TMS
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JS
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21-22708
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JULY 2021
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1
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PROJECT NUMBER:
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DESIGN BY:
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DRAWN BY:
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CHECKED BY:
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OF
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SHEET:
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DATE:
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SHEET NAME:
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PROJECT NAME:
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VERDE VILLAGE-WEST VICINITY MAP SCALE:1"=600'
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RESTORE PAINT STRIPING AS SHOWN PER EXISTING FIELD LOCATIONS AND LINE TYPE/COLOR. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING/LOCATING STRIPING PRIOR TO CHIP SEALING THE ROAD AND RE-STRIPING IN ORIGINAL LOCATIONS. ANY EXISTING GAPS IN STRIPING ARE TO BE RESTORED TO ORIGINAL LOCATIONS. CONTRACTOR'S SURVEYOR TO VERIFY THAT CENTERLINE STRIPING IS IN EXACT CENTER OF NEW ROADWAY BEFORE RE-STRIPING. STRIPING WIDTH SHALL MATCH EXISTING. INCLUDES ALL CENTERLINE, EDGE, STOP BARS, CROSS WALKS, SYMBOLS, ETC. STOP BAR WIDTH SHALL BE 18", FINAL PHASE SHALL BE 18" WHITE THERMOPLASTIC.
* NOTE: AREA SHALL INCLUDE RADII, TURN BAYS AND OTHER MISCELLANEOUS AREAS, THUS THE STATED VALUE MAY BE GREATER THAN THE PRODUCT OF THE LENGTH AND WIDTH.
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WILLIAMSON VALLEY VICINITY MAP SCALE:1"=600'
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1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
1. EXISTING UTILITY FACILITY FRAMES EXISTING UTILITY FACILITY FRAMES AND COVERS SHALL BE PROTECTED FROM CHIP SEAL MATERIALS PER THE CONTRACT DOCUMENTS. 2. TERMINATIONS AND MATCH-UP TO TERMINATIONS AND MATCH-UP TO NON-ASPHALTIC SURFACES SHALL BE CLEAN AND NEAT PER THE CONTRACT DOCUMENTS.
AutoCAD SHX Text
EXISTING PAINT STRIPING OCCURS ON THESE ROADS. SEE SHEET 3 FOR STRIPING QUANTITIES
AutoCAD SHX Text
TMS
AutoCAD SHX Text
BWM/TMS
AutoCAD SHX Text
JS
AutoCAD SHX Text
21-22708
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AREAS TO RECEIVE CHIP SEAL
AutoCAD SHX Text
ADDITIONAL ROADWAYS
AutoCAD SHX Text
RESTORE PAINT STRIPING AS SHOWN PER EXISTING FIELD LOCATIONS AND LINE TYPE/COLOR. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING/LOCATING STRIPING PRIOR TO CHIP SEALING THE ROAD AND RE-STRIPING IN ORIGINAL LOCATIONS. ANY EXISTING GAPS IN STRIPING ARE TO BE RESTORED TO ORIGINAL LOCATIONS. CONTRACTOR'S SURVEYOR TO VERIFY THAT CENTERLINE STRIPING IS IN EXACT CENTER OF NEW ROADWAY BEFORE RE-STRIPING. STRIPING WIDTH SHALL MATCH EXISTING. INCLUDES ALL CENTERLINE, EDGE, STOP BARS, CROSS WALKS, SYMBOLS, ETC. STOP BAR WIDTH SHALL BE 18", FINAL PHASE SHALL BE 18" WHITE THERMOPLASTIC.
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1
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1
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1
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JULY 2021
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1
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POST ST
PUBLIC WORKS DEPARTMENTYAVAPAI COUNTY
In Maricopa County: (602) 263-1100
8-1-1 or 1-800-STAKE-IT (782-5348)Dial
at least two full days
before you begin excavation.
Call working
R
YARNELL
SINGLE CHIP SEAL
ADDITIONAL NOTES
CONSTRUCTION NOTES
CHIP SEAL PROJECTFALL FY 2021-2022
CHIP SEAL PROJECTFALL FY 2021-2022
LEGEND
PAVEMENT STRIPING & MARKING NOTES
ROAD NAME LENGTH (FT) WIDTH (FT) AREA (SY)*
ALLEN WY 453 19 1,045
CANDY CANE LN 445 20 1,007
CHERRY LN 1,096 14 1,819
CREST WY 2,140 21 4,993
CRESTVIEW DR 350 17 744DEER WY 760 19 1,626
DEERTRACK DR 683 19 1,559
FOOTHILL RD 2,832 20 7,009
FOUNTAIN HILL LN 1,085 21 2,798
HAPPY WY 624 22 1,629
HOPE WY 320 22 830LAKEWOOD CT 530 20 1,341
LAKEWOOD DR 4,070 21 9,858
LAS TIENDAS DR 420 22 1,050
LOOKA WY 2,415 19 5,382
MANZANITA DR 1,400 18 2,897
MINA RD 330 19 715MOUNTAINARE RD 2,357 22 5,997
NORTON WY 2,162 18 4,497
RIDGEWAY 1,380 20 3,310SQUIRREL DR 175 20 446
WESTWARD DR 1,520 20 3,721
YOUNG LN 777 21 1,895
TOTAL 28,324 19 (AVG) 66,168
WALNUT DR 526 17 1,039
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TO CONGRESS
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TO PRESCOTT
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PROJECT NUMBER:
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DESIGN BY:
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DRAWN BY:
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CHECKED BY:
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OF
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SHEET:
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DATE:
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SHEET NAME:
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PROJECT NAME:
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12
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Arizona Blue Stake, Inc.
AutoCAD SHX Text
12
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* NOTE: AREA SHALL INCLUDE RADII, TURN BAYS AND OTHER MISCELLANEOUS AREAS, THUS THE STATED VALUE MAY BE GREATER THAN THE PRODUCT OF THE LENGTH AND WIDTH.
AutoCAD SHX Text
YARNELL VICINITY MAP SCALE:1"=500'
AutoCAD SHX Text
1100 COMMERCE DR. PRESCOTT, ARIZONA 86305 (928) 771-3183 DAN CHERRY, P.E., CFM - PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
1. EXISTING UTILITY FACILITY FRAMES EXISTING UTILITY FACILITY FRAMES AND COVERS SHALL BE PROTECTED FROM CHIP SEAL MATERIALS PER THE CONTRACT DOCUMENTS. 2. TERMINATIONS AND MATCH-UP TO TERMINATIONS AND MATCH-UP TO NON-ASPHALTIC SURFACES SHALL BE CLEAN AND NEAT PER THE CONTRACT DOCUMENTS.
AutoCAD SHX Text
EXISTING PAINT STRIPING OCCURS ON THESE ROADS. SEE SHEET 4 FOR STRIPING QUANTITIES
AutoCAD SHX Text
TMS
AutoCAD SHX Text
BWM/TMS
AutoCAD SHX Text
JS
AutoCAD SHX Text
21-22708
AutoCAD SHX Text
JULY 2021
AutoCAD SHX Text
AREAS TO RECEIVE CHIP SEAL ADDITIONAL ROADWAYS
AutoCAD SHX Text
RESTORE PAINT STRIPING AS SHOWN PER EXISTING FIELD LOCATIONS AND LINE TYPE/COLOR. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING/LOCATING STRIPING PRIOR TO CHIP SEALING THE ROAD AND RE-STRIPING IN ORIGINAL LOCATIONS. ANY EXISTING GAPS IN STRIPING ARE TO BE RESTORED TO ORIGINAL LOCATIONS. CONTRACTOR'S SURVEYOR TO VERIFY THAT CENTERLINE STRIPING IS IN EXACT CENTER OF NEW ROADWAY BEFORE RE-STRIPING. STRIPING WIDTH SHALL MATCH EXISTING. INCLUDES ALL CENTERLINE, EDGE, STOP BARS, CROSS WALKS, SYMBOLS, ETC. STOP BAR WIDTH SHALL BE 18", FINAL PHASE SHALL BE 18" WHITE THERMOPLASTIC.