TITLE SHEET 1
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\250087\DRAWINGS\250087-01_SITE01.DWG Plot Date: 4/29/2025 4:58 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
TOWN OF YOUNTVILLE
MT-3026; MEASURE T WASHINGTON STREET REHABILITATION 1" = 20' APRIL 29, 2025 250087-01 of 6 EN TOWN OF YOUNTVILLE SHEET INDEX SHEET NO. SHEET TITLE LIMITS 1 TITLE SHEET --- 2 - 5 WASHINGTON STREET YOUNT STREET TO NORTH TOWN LIMIT 6 WEBBER AVENUE YOUNT STREET TO WEST END 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 TO 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. 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. VICINITY MAP NTS TOWN OF YOUNTVILLE APPROVED FOR CONSTRUCTION PUBLIC WORKS DIRECTOR . DATE . LEGENDMEASURE T WASHINGTON STREET REHABILITATION MT-3026 LOCATION MAP NTS NO SCALE KEYCUT A1 KEYCUT B1 WASHINGTON STREET WEBBER AVENUE PROJECT LOCATION (SEE PLAN FOR DEPTH "X") COLD PLANE 4" & REPLACE 4" HMA INSTALL ASPHALT PAVEMENT TEXTURING EX. ASPHALT PAVEMENT TEXTURING (SEE BORING LOG ON EACH SHEET) R WATER VALVE (D=STORM DRAIN, S=SEWER, T=AT&T) SURVEY MONUMENT FIRE HYDRANT SCO SEWER CLEAN OUT COVER GAS VALVE DROP INLET ROADSIDE SIGN GV CATCH BASIN HMA HOT MIX ASPHALT OC ON CENTER PCC PORTLAND CEMENT CONCRETE RC RELATIVE COMPACTION R&R REMOVE & REPLACE AC ASPHALT CONCRETE NTS NOT TO SCALE BORING LOCATION MANHOLE XXXX WLL 12" WHITE LIMIT LINE (THERMO) CALTRANS STRIPING DETAIL "XX" BRPM BLUE RETROREFLECTIVE PAVEMENT MARKER AB AGGREGATE BASE XX X GUARDRAIL PROPERTY LINE (APPROX.) PROPERTY ADDRESS "XXX" CONSTRUCTION NOTE "X" PRUNE & REMOVE TREE ROOTS (UNDER PCC/HMA REPAIRS) W 12" WHITE CROSSWALK LINE (THERMO) CURB INLET JUNCTION BOX PARTIAL DEPTH RECYCLE KEYCUT A2 KEYCUT B2 SHOULDER BACKING HMA DIKE PAVEMENT TRANSITION PDR PARTIAL DEPTH RECYCLE TYP TYPICAL REMOVE & REPLACE X" HMA YOUNT STREET C1 GV MARKETPLACE PARKING
S
S GV GV D BOUCHON BISTRO PARKING TYPICAL SECTION NO. 1
1 3
1 5
3 5
4 4
W
W
W
12' 12'
2.5'
13' 12'
2.5'
12' 12' 9'
3'
6 12' 12' 3.5' 2'
12' 12'
3' 2' KEYCUT A1 (TYP.) KEYCUT B1
D
2 KEYCUT B1
20' HUMBOLDT STREET
JEFFERSON STREET C2 BOTTEGA RISTORANTE PARKING
S BOUCHON BISTRO PARKING
3 3
6 BRPM T
1 1
S BRPM
W
W TYPICAL SECTION NO. 1
12' 12' 2.5' 1'
12' 12.5'
12' 25.5' 8'
12' 12' 8'
2.5'
12' 12'
2.5'
25'
25'
2 W KEYCUT A1 (TYP.) KEYCUT B1 NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 2-1/2" HMA SURFACE COURSE 2-1/2" BELOW GUTTER LIP R&R X" HMA (SEE NOTE 1) EX. PAVEMENT SURFACE NEW PAVEMENT SURFACE 6-1/2" ALTERNATIVE PAVEMENT EDGE INSTALL SHOULDER BACKING (SEE PLAN NOTE: FOR LOCATIONS) 1. SHOULDER BACKIEE PLAN FOR R&R HMA DEPTH & LOCATION. WHERE R&R HMA IS LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. PULVERIZE 4" TREAT, REGRADE & COMPACT PULVERIZED MATERIAL 6-1/2" BELOW GUTTER LIP EX. SHOULDER KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 2-1/2" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR VALLEY GUTTER 2-1/2" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Y
H SCHEDULE DIMENSION H
Y 0"-1" 1"-2" 2"-3" 3"-4" 1'-0" 2'-0" 3'-0" 4'-0" SHOULDER BACKINGNTS SHOULDER BACKING; INSTALL AFTER PLACEMENT OF HMA SURFACE COURSE NEW HMA SURFACE COURSE SEE NOTE 1 EX. SURFACE NOTE: 1. NEW SHOULDER BACKING MATERIAL SHALL MATCH EX. SHOULDER MATERIAL. 3/4" CLASS 2 AGG. BASE SHALL BE PLACED WHEN EX. SHOULDER MATERIAL IS NATIVE SOIL.
WASHINGTON STREET
YOUNT STREET TO NORTH TOWN LIMIT
2 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\250087\DRAWINGS\250087-01_SITE01.DWG Plot Date: 4/29/2025 4:59 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
TOWN OF YOUNTVILLE
MT-3026; MEASURE T WASHINGTON STREET REHABILITATION 1" = 20' APRIL 29, 2025 250087-01 of 6 EN WASHINGTON STREET
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE SHEET 3 WASHINGTON STREET BORING LOG NO. AC PCC AB R-VALUE FABRIC (Y/N) C1 7'' 5" 0'' 21 Y C2 5'' 5-1/2" 0'' - 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). CONSTRUCTION NOTES: UTILITY COVER; PROTECT IN PLACE DURING PULVERIZATION, COLD PLANE & PAVING OPERATIONS. NO PARTIAL DEPTH RECYCLE WORK. 2-1/2" HMA SUFACE COURSE ONLY. INSTALL ASPHALT PAVEMENT TEXTURING AFTER PLACEMENT OF FINAL SURFACE COURSE. PATTERN & COLOR SHALL BE HERRINGBONE & BURNT SIENA, RESPECTIVELY. ASPHALT PAVEMENT TEXTURING; PROTECT IN PLACE. REMOVE & REPLACE ROADSIDE SIGN (R1-6 WITH FIXED BASE). REMOVE & REPLACE PAVEMENT MARKING PARKING "L" & "T" (THERMO), TYP. STALL LENGTH VARIES; MATCH EXISTING. 1 MISCELLANEOUS NOTE: 1. LOWER ALL UTILITY COVERS WITHIN LIMITS OF TYPICAL SECTON NO. 1 PRIOR TO PULVERIZATION OR COLD PLANE & ADJUST ALL UTILITY COVERS TO FINISHED GRADE AFTER PLACEMENT OF FINAL SURFACE COURSE, UNLESS SHOWN OTHERWISE ON THE PLANS. 2 3
4 56
PEDRONI STREET STARKEY AVENUE
11' 12' BURGUNDY WAY
11' 11'
3' 2'
12' 12' 3' 10'
11' 11' 3' 5' C5
HOPPER
3'
S CREEK TYPICAL SECTION NO. 1 BRPM WLL WLL
3 INSTALL SHOULDER BACKING (59 LF)
2 2 KEYCUT B1
1 S KEYCUT A1 (TYP.) KEYCUT A1 6706 KEYCUT B1 KEYCUT A1 (TYP.) 2 INSTALL SHOULDER BACKING (173 LF) INSTALL SHOULDER BACKING (78 LF) INSTALL SHOULDER BACKING (127 LF) 22'
30'
1 8.5'
21'
17.5'
W
7 S 4' 11' 11' 4' C3 C4 TYPICAL SECTION NO. 1 SEE SHEET 6 FOR WORK ON WEBBER AVENUE SEE SHEET 6 FOR WORK ON WEBBER AVENUE 12' 12'
2.5' 1'
S BRPM
S
11' 11' 3' 9'
11' 11' 9' 4'
11' 11' 9' 4' R&R HMA DIKE (TYPE A; 101 LF) INSTALL SHOULDER BACKING (224 LF) 2 KEYCUT A1 KEYCUT B1 KEYCUT A1
2 6' WLL INSTALL SHOULDER BACKING (44 LF) R&R HMA DIKE (TYPE A; 18 LF) 20' KEYCUT A1 KEYCUT A1 KEYCUT A1 SEE STRIPING PLANS FOR DETAILS & LAYOUT NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 2-1/2" HMA SURFACE COURSE 2-1/2" BELOW GUTTER LIP R&R X" HMA (SEE NOTE 1) EX. PAVEMENT SURFACE NEW PAVEMENT SURFACE 6-1/2" ALTERNATIVE PAVEMENT EDGE INSTALL SHOULDER BACKING (SEE PLAN NOTE: FOR LOCATIONS) 1. SHOULDER BACKIEE PLAN FOR R&R HMA DEPTH & LOCATION. WHERE R&R HMA IS LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. PULVERIZE 4" TREAT, REGRADE & COMPACT PULVERIZED MATERIAL 6-1/2" BELOW GUTTER LIP EX. SHOULDER KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 2-1/2" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR VALLEY GUTTER 2-1/2" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Y
H SCHEDULE DIMENSION H
Y 0"-1" 1"-2" 2"-3" 3"-4" 1'-0" 2'-0" 3'-0" 4'-0" SHOULDER BACKINGNTS SHOULDER BACKING; INSTALL AFTER PLACEMENT OF HMA SURFACE COURSE NEW HMA SURFACE COURSE SEE NOTE 1 EX. SURFACE NOTE: 1. NEW SHOULDER BACKING MATERIAL SHALL MATCH EX. SHOULDER MATERIAL. 3/4" CLASS 2 AGG. BASE SHALL BE PLACED WHEN EX. SHOULDER MATERIAL IS NATIVE SOIL. WEBBER AVENUE
WASHINGTON STREET
YOUNT STREET TO NORTH TOWN LIMIT
3 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\250087\DRAWINGS\250087-01_SITE01.DWG Plot Date: 4/29/2025 4:59 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 1" = 20' APRIL 29, 2025 250087-01 of 6 EN CREEK STREET
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE SHEET 4 WASHINGTON STREET WASHINGTON STREET BORING LOG NO. AC PCC AB R-VALUE FABRIC (Y/N) C3 4-1/2" 6" 0'' 16 Y C4 4-3/4" 5-1/4" 0'' - Y C5 4-3/4" 6" 0'' 21Y *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).
MATCHLINE - SEE SHEET 2 CONSTRUCTION NOTES: UTILITY COVER; PROTECT IN PLACE DURING PULVERIZATION, COLD PLANE & PAVING OPERATIONS. NO PARTIAL DEPTH RECYCLE WORK. 2-1/2" HMA SUFACE COURSE ONLY. INSTALL ASPHALT PAVEMENT TEXTURING AFTER PLACEMENT OF FINAL SURFACE COURSE. PATTERN & COLOR SHALL BE HERRINGBONE & BURNT SIENA, RESPECTIVELY. 6" WHITE LINE (THERMO), TYP. STALL LENGTH & WIDTH SHALL BE 21' & 8.5', RESPECTIVELY. REFRESH STRIPING OUTSIDE OF PAVING LIMITS. 1 MISCELLANEOUS NOTE: 1. LOWER ALL UTILITY COVERS WITHIN LIMITS OF TYPICAL SECTON NO. 1 PRIOR TO PULVERIZATION OR COLD PLANE & ADJUST ALL UTILITY COVERS TO FINISHED GRADE AFTER PLACEMENT OF FINAL SURFACE COURSE, UNLESS SHOWN OTHERWISE ON THE PLANS. 2 37
TOWN OF YOUNTVILLE
MT-3026; MEASURE T WASHINGTON STREET REHABILITATION
20' 11' 12' 3'
9' 11' 12' 3' C6 SEE STRIPING PLANS FOR DETAILS & LAYOUT S BRPM TYPICAL SECTION NO. 1
1 BRPM
S S
S
S
3 WLL
W
W
W
W
1 1 20'
2 KEYCUT B1 KEYCUT A1 (TYP.)
2 KEYCUT B1 KEYCUT A1 (TYP.)
3 W
8.5'
21'
7 11'
14'
5'
2'
5.5' 25' KEYCUT B1
WLL 14
2 11'
4'
11'
1' 13
20' C7 INSTALL SHOULDER BACKING (96 LF)
10' 10' 1.5' 2.5' NAPA VALLEY LODGE YOUNTVILLE PARK TYPICAL SECTION NO. 1 KEYCUT A1 2 INSTALL SHOULDER BACKING (238 LF) KEYCUT A1
2 6' INSTALL SHOULDER BACKING (114 LF)
6' KEYCUT A1 12 12 KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 2-1/2" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR VALLEY GUTTER 2-1/2" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 2-1/2" HMA SURFACE COURSE 2-1/2" BELOW GUTTER LIP R&R X" HMA (SEE NOTE 1) EX. PAVEMENT SURFACE NEW PAVEMENT SURFACE 6-1/2" ALTERNATIVE PAVEMENT EDGE INSTALL SHOULDER BACKING (SEE PLAN NOTE: FOR LOCATIONS) 1. SHOULDER BACKIEE PLAN FOR R&R HMA DEPTH & LOCATION. WHERE R&R HMA IS LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. PULVERIZE 4" TREAT, REGRADE & COMPACT PULVERIZED MATERIAL 6-1/2" BELOW GUTTER LIP EX. SHOULDER Y
H SCHEDULE DIMENSION H
Y 0"-1" 1"-2" 2"-3" 3"-4" 1'-0" 2'-0" 3'-0" 4'-0" SHOULDER BACKINGNTS SHOULDER BACKING; INSTALL AFTER PLACEMENT OF HMA SURFACE COURSE NEW HMA SURFACE COURSE SEE NOTE 1 EX. SURFACE NOTE: 1. NEW SHOULDER BACKING MATERIAL SHALL MATCH EX. SHOULDER MATERIAL. 3/4" CLASS 2 AGG. BASE SHALL BE PLACED WHEN EX. SHOULDER MATERIAL IS NATIVE SOIL. MADISON STREET
LINCOLN AVENUE
MATCHLINE - SEE BELOW LEFT
WASHINGTON STREET
YOUNT STREET TO NORTH TOWN LIMIT
4 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\250087\DRAWINGS\250087-01_SITE01.DWG Plot Date: 4/29/2025 4:59 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 1" = 20' APRIL 29, 2025 250087-01 of 6 EN MATCHLINE - SEE SHEET 3 MATCHLINE - SEE ABOVE RIGHT WASHINGTON STREET WASHINGTON STREET BORING LOG NO. AC PCC AB R-VALUE FABRIC (Y/N) C6 6-1/2" 5-3/4" 0'' - Y C7 5-1/4" 5-3/4" 0'' 19 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).
MATCHLINE - SEE SHEET 5 CONSTRUCTION NOTES: UTILITY COVER; PROTECT IN PLACE DURING PULVERIZATION, COLD PLANE & PAVING OPERATIONS. NO PARTIAL DEPTH RECYCLE WORK. 2-1/2" HMA SUFACE COURSE ONLY. INSTALL ASPHALT PAVEMENT TEXTURING AFTER PLACEMENT OF FINAL SURFACE COURSE. PATTERN & COLOR SHALL BE HERRINGBONE & BURNT SIENA, RESPECTIVELY. 6" WHITE LINE (THERMO), TYP. STALL LENGTH & WIDTH SHALL BE 21' & 8.5', RESPECTIVELY. REFRESH STRIPING OUTSIDE OF PAVING LIMITS. REFRESH PAVEMENT MARKING OUTSIDE OF PAVING LIMITS. BIKE BUFFER HATCHING. 6" WHITE LINE (THERMO) SPACED AT 10' O.C.6" WHITE LINE (PAINT), TYP. STALL LENGTH & WIDTH SHALL BE 18' & 9', RESPECTIVELY. 1 2
37MISCELLANEOUS NOTE: 1. LOWER ALL UTILITY COVERS WITHIN LIMITS OF TYPICAL SECTON NO. 1 PRIOR TO PULVERIZATION OR COLD PLANE & ADJUST ALL UTILITY COVERS TO FINISHED GRADE AFTER PLACEMENT OF FINAL SURFACE COURSE, UNLESS SHOWN OTHERWISE ON THE PLANS. 121314
TOWN OF YOUNTVILLE
MT-3026; MEASURE T WASHINGTON STREET REHABILITATION
11' 11'
1.5' 1.5' C8
8 10' 10' 1.5'
2.5' WLL KEYCUT B1
2 INSTALL SHOULDER BACKING (114 LF) INSTALL SHOULDER BACKING (301 LF) TYPICAL SECTION NO. 1 KEYCUT A1 2 6'
41.5'
20' KEYCUT B1 INSTALL SHOULDER BACKING (295 LF) KEYCUT A1 R&R 4" HMA (~6'x19') KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 2-1/2" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR VALLEY GUTTER 2-1/2" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 2-1/2" HMA SURFACE COURSE 2-1/2" BELOW GUTTER LIP R&R X" HMA (SEE NOTE 1) EX. PAVEMENT SURFACE NEW PAVEMENT SURFACE 6-1/2" ALTERNATIVE PAVEMENT EDGE INSTALL SHOULDER BACKING (SEE PLAN NOTE: FOR LOCATIONS) 1. SHOULDER BACKIEE PLAN FOR R&R HMA DEPTH & LOCATION. WHERE R&R HMA IS LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. PULVERIZE 4" TREAT, REGRADE & COMPACT PULVERIZED MATERIAL 6-1/2" BELOW GUTTER LIP EX. SHOULDER Y
H SCHEDULE DIMENSION H
Y 0"-1" 1"-2" 2"-3" 3"-4" 1'-0" 2'-0" 3'-0" 4'-0" SHOULDER BACKINGNTS SHOULDER BACKING; INSTALL AFTER PLACEMENT OF HMA SURFACE COURSE NEW HMA SURFACE COURSE SEE NOTE 1 EX. SURFACE NOTE: 1. NEW SHOULDER BACKING MATERIAL SHALL MATCH EX. SHOULDER MATERIAL. 3/4" CLASS 2 AGG. BASE SHALL BE PLACED WHEN EX. SHOULDER MATERIAL IS NATIVE SOIL. REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT 2" HMA SURFACE COURSE COLD PLANE & TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX. 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 DIGOUT OPERATION SO THAT REMOVAL LIMITS CAN BE FIELD MARKED. 5 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\250087\DRAWINGS\250087-01_SITE01.DWG Plot Date: 4/29/2025 4:59 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 1" = 20' APRIL 29, 2025 250087-01 of 6 EN JACKSON STREET WASHINGTON STREET
WASHINGTON STREET
YOUNT STREET TO NORTH TOWN LIMIT BORING LOG NO. AC PCC AB R-VALUE FABRIC (Y/N) C8 5" 5" 0'' - 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).
MATCHLINE - SEE SHEET 4 CONSTRUCTION NOTES: NO PARTIAL DEPTH RECYCLE WORK. 2-1/2" HMA SUFACE COURSE ONLY. REMOVE CERAMIC BUTTONS & INSTALL RUMBLE STRIPS. 2 8MISCELLANEOUS NOTE: 1. LOWER ALL UTILITY COVERS WITHIN LIMITS OF TYPICAL SECTON NO. 1 PRIOR TO PULVERIZATION OR COLD PLANE & ADJUST ALL UTILITY COVERS TO FINISHED GRADE AFTER PLACEMENT OF FINAL SURFACE COURSE, UNLESS SHOWN OTHERWISE ON THE PLANS.
TOWN OF YOUNTVILLE
MT-3026; MEASURE T WASHINGTON STREET REHABILITATION
S BRPM C10
S TYPICAL SECTION NO. 2 TYPICAL SECTION NO. 3 SEE SHEET 3 FOR WORK ON WASHINGTON STREET SEE SHEET 3 FOR WORK ON WASHINGTON STREET 6'
6' KEYCUT A2 (TYP.) KEYCUT B1 PAVEMENT TRANSITION
2 C9 WEBBER AVENUE JEFFERSON STREET 11 BRPM
S
D BRPM 6569 2005 2007 2011 2013 2015 6619 2006 2020 TYPICAL SECTION NO. 2 S WLL
WLL
6' KEYCUT A2 (TYP.) KEYCUT B2 KEYCUT B2 KEYCUT B2
9 9 NTS TYPICAL SECTION NO. 3COLD PLANE 4" 2" HMA SURFACE COURSE 2" HMA BASE COURSE EX./ NEW PAVEMENT SURFACE 4" BELOW SHOULDER OR IMPROVEMENT NOTE: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. SEE NOTE 1 EX. SHOULDER OR IMPROVEMENT NTS TYPICAL SECTION NO. 2 6' KEYCUT A2 6' KEYCUT A22" HMA SURFACE COURSE R&R 3" HMA (SEE NOTE 1) EX. PAVEMENT SURFACE NEW PAVEMENT SURFACE 8" NOTE: 1. SEE PLAN FOR R&R HMA DEPTH & LOCATION. WHERE R&R HMA IS LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. PULVERIZE 3" TREAT, REGRADE & COMPACT PULVERIZED MATERIAL 3" BELOW SHOULDER OR IMPROVEMENT EX. SHOULDER OR IMPROVEMENT KEYCUT A2 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 2" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE20' KEYCUT B2 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR VALLEY GUTTER 2" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR VALLEY GUTTER 2-1/2" BELOW EX. FACILITY EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT PAVEMENT TRANSITIONNTS TOP OF PARTIAL DEPTH RECYCLE COURSE 2" HMA 2-1/2" HMA 10' TAPER HMA FROM 2" TO 2-1/2" OVER 10' TYPICAL SECTION NO. 2 HMA SURFACE COURSE TYPICAL SECTION NO. 1 HMA SURFACE COURSE WASHINGTON STREET
WEBBER AVENUE
YOUNT STREET TO WEST END
6 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\YOUNTVILLE, TOWN OF\250087\DRAWINGS\250087-01_SITE01.DWG Plot Date: 4/29/2025 4:59 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 1" = 20' APRIL 29, 2025 250087-01 of 6 EN WEBBER AVENUE BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C9 4'' 0'' 15 N C10 4" 0'' - 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).
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT YOUNT STREET CONSTRUCTION NOTES: NO PARTIAL DEPTH RECYCLE WORK. 2-1/2" HMA SUFACE COURSE ONLY. NO PARTIAL DEPTH RECYCLE WORK. 2" HMA SUFACE COURSE ONLY. REMOVE EX. THERMOPLASTIC CROSSWALK, SEAL / PRIME PAVEMENT & INSTALL WHITE CONTINENTAL CROSSWALK (THERMO). BARS SHALL BE 2' WIDE, SPACED AT 4' O.C. MISCELLANEOUS NOTE: 1. LOWER ALL UTILITY COVERS WITHIN LIMITS OF TYPICAL SECTON NO. 2 & 3 PRIOR TO PULVERIZATION OR COLD PLANE & ADJUST ALL UTILITY COVERS TO FINISHED GRADE AFTER PLACEMENT OF FINAL SURFACE COURSE, UNLESS SHOWN OTHERWISE ON THE PLANS. 2. FINAL HMA SURFACE COURSE ON WEBBER AVENUE SHALL BE PLACED PRIOR TO PAVING ON WASHINGTON STREET. 2 911 SEE STRIPING PLANS FOR DETAILS & LAYOUT SEE STRIPING PLANS FOR DETAILS & LAYOUT SEE STRIPING PLANS FOR DETAILS & LAYOUT
TOWN OF YOUNTVILLE
MT-3026; MEASURE T WASHINGTON STREET REHABILITATION