TOWN OF YOUNTVILLE 2026 ROADWAY REHABILITATION PROJECT SHEET INDEX SHEET NO. SHEET TITLE LIMITS 1 TITLE SHEET ---
2 VISTA DRIVE FORRESTER LANE TO FINNELL ROAD 3-4 VINEYARD CIRCLE VISTA DRIVE (N) TO VISTA DRIVE (S) 5 VISTA COURT VISTA DRIVE TO CUL-DE-SAC
6 VISTA DRIVE FINNELL ROAD TO HERITAGE WAY
7 DETAILS --- GENERAL NOTES: 1. A NO FEE ENCROACHMENT PERMIT MUST BE OBTAINED PRIOR TO ANY/ALL WORK IN PUBLIC RIGHT-OF-WAY. 2. THE TOWN OF YOUNTVILLE IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A) ONE CALL PROGRAM. ALL CONTRACTORS ON THIS PROJECT SHALL NOTIFY U.S.A 48 HOURS (2 WORKING DAYS) IN ADVANCE OF PERFORMING ANY EXCAVATION WORK OR DEMOLITION OF IMPROVEMENTS. THE TOLL FREE PHONE NUMBER IS 811. ALL USA MARKINGS SHALL BE OF CHALK PAINT AND FULLY REMOVED WHEN NO LONGER NEEDED. PAINTING OVER USA MARKINGS IS NOT ACCEPTABLE. 3. TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. ALL TRAFFIC CONTROL AND DEVICES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" ISSUED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. LANE CLOSURES SHALL CONFORM TO STATE STANDARD PLANS. 4. TOWN STREETS ARE TO REMAIN OPEN TO THROUGH TRAFFIC AT ALL TIMES. 5. NO TEMPORARY OR LONG TERM PARKING OR STORAGE OF CONSTRUCTION EQUIPMENT OR MATERIALS SHALL OCCUR WITHOUT PRIOR ISSUANCE OF AN ENCROACHMENT PERMIT. 6. CONTRACTOR SHALL MAINTAIN AN ACCESSIBLE PATH FOR PEDESTRIANS AND TRAFFIC TO BUILDINGS AND AROUND THE WORK AS NECESSARY THROUGHOUT THE LIFE OF THE CONTRACT AS SPECIFIED IN THE SPECIAL CONDITIONS. 7. THE CONTRACTOR SHALL PROVIDE FOR CONTINUOUS INGRESS AND EGRESS TO ALL PRIVATE PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION 8. DURING THE CONSTRUCTION PERIOD, THE PROJECT AREA(S) SHALL BE SWEPT DAILY AND KEPT FREE OF DIRT, DUST AND DEBRIS. AT THE CONCLUSION OF CONSTRUCTION AND PRIOR TO THE ISSUANCE OF NOTICE OF COMPLETION, THE AREA(S) SHALL BE INSPECTED BY THE TOWN'S REPRESENTATIVE AND REPAIRS COMPLETED AS DIRECTED TO THE SATISFACTION OF THE TOWN. 9. THE CONTRACTOR SHALL REMOVE ALL BRANCHES WHICH HANG WITHIN 15 FEET ABOVE FINISHED ROADWAY GRADE & ALL OTHER VEGETATION ALONG ROADWAY & IN LIMITS OF WORK AREA. VEGETATION SHALL BE TRIMMED A MINIMUM OF 12-INCHES BEYOND THE EDGE OF PAVEMENT OR AS NECESSARY FOR COLD PLANING & PAVING OPERATIONS & OTHER OPERATIONS AS REQUIRED. PRIOR TO TRIMMING ANY VEGETATION WITHIN OR OUTSIDE THE TOWN'S RIGHT-OF-WAY, THE TOWN & RESIDENTS SHALL BE NOTIFIED ONE (1) WEEK PRIOR TO WORK TO ALLOW THE TOWN OR AFFECTED RESIDENT THE OPPORTUNITY TO TRIM ANY VEGETATION THAT MAY BE IMPACTED BY THE CONTRACTOR'S WORK. 10. CONTRACTOR SHALL DISPOSE OF ALL PROJECT WASTE IN A LEGAL MANNER. WASTE MATERIALS SHALL NOT BE WASHED INTO THE STORM DRAIN SYSTEM. THIS INCLUDES BUT IS NOT LIMITED TO SOIL, PAINT, GROUT, CONCRETE DUST, SAW RESIDUE, GRINDINGS, OIL, ETC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE SITE OR THE SURROUNDING AREA AS A RESULT OF THE CONTRACTOR'S WORK OR OPERATIONS. EXISTING FACILITIES THAT ARE DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 12. ALL SURVEY MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. ALL SURVEY MONUMENTS LOCATED WITHIN LIMIT OF PAVEMENT REHABILITATION WORK SHALL HAVE A TRAFFIC-RATED UTILITY BOX AND COVER INSTALLED. 13. THE CORING INFORMATION SHOWN ON THE PLANS IS SOLELY A REPRESENTATION OF THE ROADWAY SECTION & IN NO WAY INDICATES WHAT THE EXISTING CONDITIONS MAY BE DURING CONSTRUCTION. 14. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE LOCATIONS, ELEVATIONS, ETC. OF EXISTING FACILITIES AND SHALL IMMEDIATELY NOTIFY THE TOWN'S REPRESENTATIVE IN WRITING OF ANY FIELD CONFLICTS. 15. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TO THE EXISTING DRAINAGE FACILITIES FROM THE NEW AND EXISTING PAVEMENT SURFACES. 16. CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL TRAFFIC STRIPING & PAVEMENT MARKINGS DAMAGED OR OBLITERATED AS PART OF THEIR WORK. NEW TRAFFIC STRIPING & PAVEMENT MARKINGS SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. 17. ALL UTILITIES ADJUSTED TO FINISH GRADE SHALL BE PERFORMED PER CITY OF NAPA STANDARD DRAWING NO. D-14, "STANDARD MANHOLE ADJUSTMENT". CONCRETE COLLAR SHALL BE FLUSH WITH THE ADJACENT PAVEMENT SURFACE & SHALL HAVE A LIGHT BROOM FINISH; NO ASPHALT CONCRETE SHALL BE ALLOWED. CARE SHALL BE TAKEN TO KEEP THE UTILITY FRAMES & COVERS, & PAVEMENT SURFACES CLEAN & FREE OF CONCRETE SPLATTER. ANY MATERIAL THAT ADHERES TO THE UTILITY FRAMES & COVERS OR PAVEMENT SURFACES SHALL BE IMMEDIATELY REMOVED TO THE SATISFACTION OF THE ENGINEER. 18. EXISTING PAINTED CURB NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND REPAINTING EXISTING PAINTED CURB WITHIN THE LIMITS OF WORK TO MATCH EXISTING UNLESS OTHERWISE DIRECTED BY THE TOWN. 19. THE TOWN OF YOUNTVILLE NOISE ORDINANCE RESTRICTS CONSTRUCTION NOISE TO THE HOURS OF 9:00 A.M. THROUGH 6:00 P.M. VICINITY MAPNTS TOWN OF YOUNTVILLE APPROVED FOR CONSTRUCTION PUBLIC WORKS DIRECTOR . DATE . LEGEND MT-3026 LOCATION MAPNTS KEYCUT A1 KEYCUT B1 PROPERTY LINE (APPROX.) PROJECT LOCATION COLD PLANE 2-1/4" & REPLACE 2-1/4" HMA (SEE BORING LOG ON EACH SHEET) R (UNDER HMA REPAIRS) PRUNE & REMOVE TREE ROOTS WATER VALVE (D=STORM DRAIN, S=SEWER, T=AT&T) SURVEY MONUMENT FIRE HYDRANT SCO SEWER CLEAN OUT COVER CATCH BASIN HMA HOT MIX ASPHALT MIN. MINIMUM RC RELATIVE COMPACTION R&R REMOVE & REPLACE EX. EXISTING NTS NOT TO SCALE BORING LOCATION MANHOLE PROPERTY ADDRESS "XXX" XXX CONSTRUCTION NOTE "X" X WLL 12" WHITE LIMIT LINE (THERMO) CALTRANS STRIPING DETAIL "XX" BRPM BLUE RETROREFLECTIVE PAVEMENT MARKER XX
X GUARDRAIL
W 12" WHITE CROSSWALK LINE (THERMO) TYP. TYPICAL EX. / NEW PAVEMENT MARKINGS REMOVE & REPLACE 4" HMA Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\260213 - 2026 ROADWAY REHABILITATION PROJECT\DRAWINGS\260213-01_SITE01.DWG Plot Date: 9/3/2026 3:16 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2026 PAVEMENT REPAIRS PROJECT
TOWN OF YOUNTVILLE 1" = 20' 260213-01 AH, MR 90% SUBMITTAL NOT FOR CONSTRUCTION of XX
TITLE SHEET NO SCALE 1 of 7 VINEYARD CIRCLE VISTA COURT VISTA DRIVE CURB INLET A.C. ASPHALT CONCRETE R&R 4" HMA (~20'x113') BRPM
FORRESTER LANE WLL
WLL WLL 13 VISTA DRIVE 240 202 167 168 310 11 240 R&R 4" HMA (~9'x15') R&R 4" HMA (~9'x15') R&R 4" HMA (~14'x42') R&R 4" HMA (~6'x20') R&R 4" HMA (~9'x12') R&R 4" HMA (~11'x27') R&R 4" HMA (~16'x11') S S TYPICAL SECTION NO. 2 TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) KEYCUT B1 (TYP.) C2 WLL W 306 1920 1910 R&R 4" HMA (~15'x63') R&R 4" HMA (~20'x113') CONT. R&R 4" HMA (~19'x100') CONT. R&R 4" HMA (~9'x18') WLL BRPM KEYCUT A1 (TYP.) KEYCUT B1 TYPICAL SECTION NO. 2 TYPICAL SECTION NO. 1 C1 NTS TYPICAL SECTION NO. 2COLD PLANE 2-1/4" 2-1/4" HMA SURFACE COURSE EX./ NEW PAVEMENT SURFACE R&R 4" HMA (SEE NOTE 1) NOTE: 1. SEE PLAN FOR LOCATIONS. PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE COLD PLANED SURFACE, NOT THE EX. PAVEMENT SURFACE. 2. THE FINAL HMA SURFACE COURSE SHALL BE PAVED WITHIN 24 HOURS AFTER COLD PLANING BEGINS. 2-1/4" BELOW GUTTER LIP REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT 2" HMA SURFACE COURSE COLD PLANE & TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX. PAVEMENT OR COLD PLANED SURFACE NTS SEE NOTE 1 2" HMA BASE COURSE NOTES: 1. RECOMPACT EXPOSED SUBGRADE MATERIAL AT SURFACE. IF THE CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, GRADE SHALL BE RECOMPACTED TO 95% R.C. 2. CONTRACTOR SHALL NOTIFY TOWN 5 DAYS MIN. PRIOR TO REMOVE AND REPLACE OPERATION SO THAT REMOVAL LIMITS CAN BE FIELD MARKED. 3. THE FINAL HMA SURFACE COURSE SHALL BE PAVED THE SAME DAY OF REMOVAL.
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\260213 - 2026 ROADWAY REHABILITATION PROJECT\DRAWINGS\260213-01_SITE01.DWG Plot Date: 9/3/2026 3:16 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2026 PAVEMENT REPAIRS PROJECT
TOWN OF YOUNTVILLE 1" = 20' 260213-01 AH, MR 90% SUBMITTAL NOT FOR CONSTRUCTION of XX
VISTA DRIVE
FORRESTER LANE TO FINNELL ROAD BORING LOG NO. AC PCC AB R-VALUE FABRIC (Y/N) C1 5" - 6" 17 Y C2 5.5" - 8.5" - Y *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 2 of 7 MATCHLINE - SEE BELOW LEFT VINEYARD CIRCLE VISTA DRIVE MATCHLINE - SEE ABOVE RIGHT FINNELL ROAD VINEYARD CIRCLE MATCHLINE - SEE SHEET 3 MATCHLINE - SEE SHEET 4 MATCHLINE - SEE SHEET 5 VISTA COURT VISTA DRIVE MISCELLANEOUS NOTES: 1. LOWER ALL UTILITY COVERS WITHIN LIMITS OF TYPICAL SECTON NO. 2 PRIOR TO COLD PLANE & ADJUST ALL UTILITY COVERS TO FINISHED GRADE AFTER PLACEMENT OF FINAL SURFACE COURSE, UNLESS SHOWN OTHERWISE ON THE PLANS. TYPICAL SECTION NO. 1 KEY MAPNTS 127 141 142 138 146 145 156 150 154 152 148 144 140 143 139 137 135 133 131 129 126 136 134 132 130 128 124 R&R 4" HMA (~12'x120') C1 C2 R&R 4" HMA (~8'x8') R&R 4" HMA (~10'x52') BRPM KEYCUT A1 (TYP.) TYPICAL SECTION NO. 1 S 159 163 166164162160158 157 161 165 R&R 4" HMA (~16'x44') R&R 4" HMA (~14'x41') NTS TYPICAL SECTION NO. 1 5' KEYCUT A1 5' KEYCUT A1 3" 1-3/4" 1-3/4" 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) EX. PAVEMENT SURFACE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS 3" NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. 2. THE FINAL HMA SURFACE COURSE SHALL BE PAVED WITHIN 5 WORKING DAYS AFTER KEYCUTS BEGIN. 1-3/4" HMA SURFACE COURSE NEW PAVEMENT SURFACE KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 5' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT 2-1/4" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT 2" HMA SURFACE COURSE COLD PLANE & TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX. PAVEMENT OR COLD PLANED SURFACE NTS SEE NOTE 1 2" HMA BASE COURSE NOTES: 1. RECOMPACT EXPOSED SUBGRADE MATERIAL AT SURFACE. IF THE CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, GRADE SHALL BE RECOMPACTED TO 95% R.C. 2. CONTRACTOR SHALL NOTIFY TOWN 5 DAYS MIN. PRIOR TO REMOVE AND REPLACE OPERATION SO THAT REMOVAL LIMITS CAN BE FIELD MARKED. 3. THE FINAL HMA SURFACE COURSE SHALL BE PAVED THE SAME DAY OF REMOVAL.
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\260213 - 2026 ROADWAY REHABILITATION PROJECT\DRAWINGS\260213-01_SITE01.DWG Plot Date: 9/3/2026 3:16 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2026 PAVEMENT REPAIRS PROJECT
TOWN OF YOUNTVILLE 1" = 20' 260213-01 AH, MR 90% SUBMITTAL NOT FOR CONSTRUCTION of XX BORING LOG NO. AC PCC AB R-VALUE FABRIC (Y/N) C1 2" - 7" 22 N C2 2" - 11" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S).
VINEYARD CIRCLE
VISTA DRIVE (N) TO VISTA DRIVE (S) 3 of 7 VINEYARD CIRCLE MATCHLINE - SEE SHEET 4
MATCHLINE - SEE SHEET 2 VISTA DRIVE
VINEYARD CIRCLE KEY MAPNTS
116 118 120 122 BRPM
E BROKEN WV COVER, FIX?
S 306 108 106 104 102 1910 110 112 114 R&R 4" HMA (~14'x100') R&R 4" HMA (~19'x100') R&R 4" HMA (~15'x54') C3 R&R 4" HMA (~13'x29') KEYCUT A1 (TYP.) TYPICAL SECTION NO. 1 NTS TYPICAL SECTION NO. 1 5' KEYCUT A1 5' KEYCUT A1 3" 1-3/4" 1-3/4" 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) EX. PAVEMENT SURFACE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS 3" NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. 2. THE FINAL HMA SURFACE COURSE SHALL BE PAVED WITHIN 5 WORKING DAYS AFTER KEYCUTS BEGIN. 1-3/4" HMA SURFACE COURSE NEW PAVEMENT SURFACE KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 5' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT 2-1/4" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT 2" HMA SURFACE COURSE COLD PLANE & TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX. PAVEMENT OR COLD PLANED SURFACE NTS SEE NOTE 1 2" HMA BASE COURSE NOTES: 1. RECOMPACT EXPOSED SUBGRADE MATERIAL AT SURFACE. IF THE CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, GRADE SHALL BE RECOMPACTED TO 95% R.C. 2. CONTRACTOR SHALL NOTIFY TOWN 5 DAYS MIN. PRIOR TO REMOVE AND REPLACE OPERATION SO THAT REMOVAL LIMITS CAN BE FIELD MARKED. 3. THE FINAL HMA SURFACE COURSE SHALL BE PAVED THE SAME DAY OF REMOVAL.
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\260213 - 2026 ROADWAY REHABILITATION PROJECT\DRAWINGS\260213-01_SITE01.DWG Plot Date: 9/3/2026 3:16 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2026 PAVEMENT REPAIRS PROJECT
TOWN OF YOUNTVILLE 1" = 20' 260213-01 AH, MR 90% SUBMITTAL NOT FOR CONSTRUCTION of XX
VINEYARD CIRCLE
VISTA DRIVE (N) TO VISTA DRIVE (S) BORING LOG NO. AC PCC AB R-VALUE FABRIC (Y/N) C3 2.25" - 7" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 4 of 7 VINEYARD CIRCLE MATCHLINE - SEE SHEET 3
MATCHLINE - SEE SHEET 2
VISTA DRIVE
VINEYARD CIRCLE KEY MAPNTS
S 236 238 234 232 230 228 224 222 220 216 214 212 210 208 206 204 218 226 240 R&R 4" HMA (~8'x21') KEYCUT A1 TYPICAL SECTION NO. 1 BRPM C2 C1 NTS TYPICAL SECTION NO. 1 5' KEYCUT A1 5' KEYCUT A1 3" 1-3/4" 1-3/4" 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) EX. PAVEMENT SURFACE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS 3" NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. 2. THE FINAL HMA SURFACE COURSE SHALL BE PAVED WITHIN 5 WORKING DAYS AFTER KEYCUTS BEGIN. 1-3/4" HMA SURFACE COURSE NEW PAVEMENT SURFACE KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 5' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT 2-1/4" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT 2" HMA SURFACE COURSE COLD PLANE & TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX. PAVEMENT OR COLD PLANED SURFACE NTS SEE NOTE 1 2" HMA BASE COURSE NOTES: 1. RECOMPACT EXPOSED SUBGRADE MATERIAL AT SURFACE. IF THE CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, GRADE SHALL BE RECOMPACTED TO 95% R.C. 2. CONTRACTOR SHALL NOTIFY TOWN 5 DAYS MIN. PRIOR TO REMOVE AND REPLACE OPERATION SO THAT REMOVAL LIMITS CAN BE FIELD MARKED. 3. THE FINAL HMA SURFACE COURSE SHALL BE PAVED THE SAME DAY OF REMOVAL.
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\260213 - 2026 ROADWAY REHABILITATION PROJECT\DRAWINGS\260213-01_SITE01.DWG Plot Date: 9/3/2026 3:16 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2026 PAVEMENT REPAIRS PROJECT
TOWN OF YOUNTVILLE 1" = 20' 260213-01 AH, MR 90% SUBMITTAL NOT FOR CONSTRUCTION of XX
VISTA COURT
VISTA DRIVE TO CUL-DE-SAC BORING LOG NO. AC PCC AB R-VALUE FABRIC (Y/N) C1 2" - - 18 N C2 1.75" - - - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 5 of 7 MATCHLINE - SEE SHEET 2 VISTA COURT
VISTA DRIVE KEY MAPNTS
D S S S SCO D BRPM HERITAGE WAY 6525 6527 6528 6526 6524 6523 1888 6521 R&R 4" HMA (~6'x39') 1 R&R 4" HMA (~6'x9') R&R 4" HMA (~6'x19') R&R 4" HMA (~13'x6') R&R 4" HMA (~6'x8') R&R 4" HMA (~8'x29') R&R 4" HMA (~16'x24') SCO REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT 2" HMA SURFACE COURSE COLD PLANE & TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX. PAVEMENT OR COLD PLANED SURFACE NTS SEE NOTE 1 2" HMA BASE COURSE NOTES: 1. RECOMPACT EXPOSED SUBGRADE MATERIAL AT SURFACE. IF THE CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, GRADE SHALL BE RECOMPACTED TO 95% R.C. 2. CONTRACTOR SHALL NOTIFY TOWN 5 DAYS MIN. PRIOR TO REMOVE AND REPLACE OPERATION SO THAT REMOVAL LIMITS CAN BE FIELD MARKED. 3. THE FINAL HMA SURFACE COURSE SHALL BE PAVED THE SAME DAY OF REMOVAL.
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\260213 - 2026 ROADWAY REHABILITATION PROJECT\DRAWINGS\260213-01_SITE01.DWG Plot Date: 9/3/2026 3:16 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2026 PAVEMENT REPAIRS PROJECT
TOWN OF YOUNTVILLE 1" = 20' 260213-01 AH, MR 90% SUBMITTAL NOT FOR CONSTRUCTION of XX
VISTA DRIVE
FINNELL ROAD TO HERITAGE WAY 6 of 7 VISTA DRIVE FINNELL ROAD CONSTRUCTION NOTES: LOWER UTILITY COVER AND FRAME PRIOR TO COLD PLANE, AND ADJUST TO FINISH GRADE AFTER PLACEMENT OF FINAL SURFACE COURSE. 1 KEY MAPNTS Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\260213 - 2026 ROADWAY REHABILITATION PROJECT\DRAWINGS\260213-01_SITE01.DWG Plot Date: 9/3/2026 3:16 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2026 PAVEMENT REPAIRS PROJECT
TOWN OF YOUNTVILLE 1" = 20' 260213-01 AH, MR 90% SUBMITTAL NOT FOR CONSTRUCTION of XX
VISTA DRIVE
FINNELL ROAD TO HERITAGE WAY 7 of 7