PACIFIC OCEAN
SHEET 4 - 5
CATHEDRAL OAKS ROAD
SHEET 18 - 21
HOLLISTER AVENUE
SHEET 23 - 24
STORKE ROAD SHEET 22
DEARBORN PLACE
SHEET 14 - 15
PHELPS ROAD
SHEET 6 - 13
CATHEDRAL OAKS ROAD
SHEET 16
COLUSA DRIVE
SHEET 17
COVINGTON NEIGHBORHOOD
Know what'sbelow.Callbefore you dig.
NOTES:
1. STATIONING IS SHOWN ON PLAN SHEETS AND FOR REFERENCE ONLY UNLESS OTHERWISE INDICATED.
2. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL STRIPING WITHIN LIMITS OF WORK. STRIPING IS TO MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLANS OR DIRECTED BY THE CITY. CONTRACTOR SHALL TIE DOWN LOCATION OF ALL STRIPING PRIOR TO REMOVAL.
3. ALL TRAFFIC STRIPING SHOWN ON SHEETS 4 - 38 IS EXISTING. NEW STRIPING IS SUBJECT TO CHANGE. PLEASE REFER TO SHEETS -- - -- FOR STRIPING PLANS.
4. THE CONTRACTOR SHALL REMOVE EXISTING STRIPING AS NEEDED PRIOR TO PLACEMENT OF OVERLAYS AND MICRO-SURFACINGS.
5. NOT ALL UTILITIES ARE SHOWN ON PLANS. CONTRACTOR SHALL TIE DOWN EXISTING UTILITIES PRIOR TO OVERLAY OR REMOVE AND REPLACE WORK.
6. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (811) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF OF CONSTRUCTION TO ALLOW
UTILITY OWNER TO MARK THE LOCATION OF THEIR RESPECTIVE UNDERGROUND FACILITIES/UTILITIES, PUBLIC OR PRIVATE, SHOWN OR NOT ON THESE PLANS.
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TO COMPLETE WORK.
8. FOR AREAS TO BE REMOVED & REPLACED, THE CONTRACTOR SHALL ONLY REMOVE MATERIAL QUANTITIES THAT CAN BE REPLACED DURING THE SAME WORK DAY.
9. THE CONTRACTOR SHALL CONTACT THE ENGINEER AT LEAST TWO (2) WORKING DAYS
PRIOR TO THE COMMENCEMENT OF PAVING TO ALLOW THE ENGINEER TO MARK THE LIMITS OF PAVING AND LOCATIONS OF REMOVE & REPLACE AREAS.
10. CONTRACTOR SHALL DEVELOP AN HMA PAVING PLACEMENT PLAN THAT WILL ENSURE
THAT NO LONGITUDINAL JOINTS REMAIN UNFINISHED IN THE SAME DIRECTION BETWEEN WORK SHIFTS DURING FINISH COURSE PLACEMENT.
11. CONTRACTOR SHALL REMOVE ANY EXISTING ASPHALT MATERIAL FROM GUTTER PAN WITHIN PROJECT LIMITS; CONTRACTOR SHALL PROTECT EXISTING PCC FACILITIES.
12. CONTRACTOR SHALL PROTECT VERTICAL EDGES ON LIMITS OF WORK. ANY BROKEN EDGES SHALL BE RE-CUT TO PROVIDE CLEAN STRAIGHT LINE.
13. CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION WASTE IN A LEGAL MANNER.
CONSTRUCTION DRAWINGS
CITY OF GOLETA
2023 PAVEMENT REHABILITATION PROJECT
FOR
VARIOUS STREETS
LOCATION PLAN
NOT TO SCALE
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
CHARLES W. EBELING, PE, TE - PUBLIC WORKS DIRECTORDATE
APPROVED
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_TITLE SHEET.DWG Plot Date: 12/14/2023 1:49 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
TITLE SHEET
SHEET INDEX
SHEET
NUMBER SHEET DESCRIPTION BASE BID /
ALTERNATE
1 TITLE SHEET -
2 - 3 TYPICAL SECTIONS & DETAILS -
4 - 13 CATHEDRAL OAKS ROAD
(WINCHESTER CANYON ROAD TO EVERGREEN DRIVE)
BASE BID14 - 15 PHELPS ROAD
(PACIFIC OAKS ROAD TO STORKE ROAD)
16 COLUSA DRIVE
(CALLE REAL TO DEL NORTE DRIVE)
17 COVINGTON NEIGHBORHOOD
(CAROLDALE LANE, CAROLDALE PLACE) BID ALTERNATE 1
18 - 21 HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD) BID ALTERNATE 1
23 - 24 STORKE ROAD
(HOLLISTER AVENUE TO US 101 ON-RAMP) BID ALTERNATE 3
25 PADOVA DRIVE
(ALPINE DRIVE TO ALAMEDA AVENUE) BID ALTERNATE E
26 - 27 NEWPORT DRIVE NEIGHBORHOOD
(NEWPORT DRIVE, PALOS VERDES DRIVE) BID ALTERNATE F
28 - 29 NORTH FAIRVIEW AVENUE
(US 101 ON-RAMP TO BERKELEY ROAD) BID ALTERNATE G
30 - 31 CALLE REAL
(NORTH FAIRVIEW AVENUE TO KINGSTON AVENUE) BID ALTERNATE H 2 2 DEARBORN PLACE
(900' SOUTH OF ARMITOS AVENUE TO NORTH END) BID ALTERNATE 2 33 PHELPS ROAD
(STORKE ROAD TO CUL-DE-SAC) BID ALTERNATE J
34 SAN MATEO AVENUE
(CALLE REAL TO MADERA DRIVE) BID ALTERNATE K
35 MENDOCINO DRIVE
(CALLE REAL TO NORTH END) BID ALTERNATE L
36 - 37
TREE ROOT REPAIRS
(VIA BOLZANO, BERKELEY ROAD, LA PATERA PLACE,
AVENIDA GARZA)
BID ALTERNATE M
38 STORKE ROAD
(BOLLAY DRIVE TO HOLLISTER AVENUE) BID ALTERNATE N
39 ORANGE AVENUE PARKING LOT BID ALTERNATE O
43 - 60 ENLARGEMENTS -
61 CURB RAMP SUMMARY TABLE -
-- - -- STRIPING PLANS -
TYPICAL SECTIONS &DETAILSCONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_TITLE SHEET.DWG Plot Date: 12/14/2023 1:49 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
17'KEYCUT - TYPE A1LONGITUDINAL KEYCUTNTS
6'
KEYCUT - TYPE B1TRANSVERSE KEYCUTNTS
EX. CURB& GUTTER0.17'REMOVE EX.PAVEMENT
EX. PAVEMENT ORSWALE0.17'EX. PAVEMENT SURFACEREMOVE EX.PAVEMENT EX. PAVEMENT SURFACE
15'KEYCUT - TYPE A2LONGITUDINAL KEYCUTNTS
6'
KEYCUT - TYPE B2TRANSVERSE KEYCUTNTS
EX. CURB& GUTTER0.15'REMOVE EX.PAVEMENT
EX. PAVEMENT ORSWALE0.15'EX. PAVEMENT SURFACEREMOVE EX.PAVEMENT EX. PAVEMENT SURFACE
NTSTYPICAL SECTION NO. 10.25'0.25'6'KEYCUT A16'KEYCUT A1TAPER LEVELING COURSE OVER WIDTHOF KEYCUT TO 0" THICKNESS, 3" FROMGUTTER LIP (TYP.)0.17'0.17'0.17' SURFACE COURSE1/2" RHMA-G (PG 64-16)0.04' LEVELING COURSE3/8" HMA-SP50 (PG 64-10)R&R (SEE PLAN FORLOCATION & DEPTH) NTSTYPICAL SECTION NO. 2
0.25'R&R (SEE PLANFOR LOCATION& DEPTH)
COLD PLANE 0.25'EXISTING SECTION0.17' SURFACE COURSE1/2" RHMA-G (PG 64-16)0.08' BASE COURSE3/8" HMA-SP50 (PG 64-10)11'NORTHBOUND2 LANE NTSTYPICAL SECTION NO. 40.25'0.25'6'KEYCUT A26'KEYCUT A2TAPER LEVELING COURSE OVER WIDTHOF KEYCUT TO 0" THICKNESS, 3" FROMGUTTER LIP (TYP.)0.15'0.15'0.15' SURFACE COURSE 1/2"RHMA-G (PG 64-16)0.04' LEVELING COURSE3/8" HMA-SP50 (PG 64-10)R&R (SEE PLANFOR LOCATION& DEPTH) NTSTYPICAL SECTION NO. 5
6'KEYCUT A113'EASTBOUND LANETAPER LEVELING COURSE OVER WIDTHOF KEYCUT TO 0" THICKNESS, 3" FROMGUTTER LIP (TYP.)0.17'0.17'
0.17' SURFACE COURSE1/2" RHMA-G (PG 64-16)
R&R 0.42'HMA-SP-85MEDIAN(VARIES)0.25'6'KEYCUT A1NOTES:1.THE REMOVE & REPLACE WORK IN THE EASTBOUND LANE WILL BE PAIDUNDER TWO SEPARATE BID ITEMS; R&R 0.42' HMA AND KEYCUT TYPE A1.THE KEYCUT PAY ITEM IS TO ACCOUNT FOR THE ADDITIONAL REMOVALAND DISPOSAL OF MATERIAL.0.04' LEVELING COURSE3/8" HMA-SP50 (PG 64-10)0.25' TYPICAL SECTION NO. 6NTS
CONSTRUCTION SEQUENCE:1.PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 1.0'.2.REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 0.63'.3.CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTHOF 1.13'; REGRADE ROADWAY SURFACE TO 2-5% CROSS SLOPE.4.PLACE 0.25' HMA-SP65 BASE COURSE.5.PLACE 0.21' HMA-SP65 INTERMEDIATE COURSE.6.PLACE 0.17' RHMA-G SURFACE COURSE..63'PULVERIZE EX. PAVEMENTLIME/CEMENT SOIL TREATMENT;& UNDERLYING AGG. BASE
REMOVE & DISPOSE OFPULVERIZED MAT'L
REGRADE SURFACE TO 2-5% CROSS SLOPE1.13'
1.0'
ALTERNATIVE PAVEMENT EDGETYPICAL SECTION NO. 6
2-5%2-5%TYPE AHMA DIKE0.25' BASE COURSE1/2" HMA-SP65 (PG 64-10)0.17' SURFACE COURSE1/2" RHMA-G (PG 64-16)0.21' INTERMEDIATE COURSE1/2" HMA-SP65 (PG 64-10) NTSTYPICAL SECTION NO. 70.25'0.25'6'KEYCUT A26'KEYCUT A2TAPER LEVELING COURSE OVER WIDTHOF KEYCUT TO 0' THICKNESS, 0.25' FROMGUTTER LIP (TYP.)0.15'0.15'0.15' SURFACE COURSE 1/2"RHMA-G (PG 64-16)0.06' LEVELING COURSE3/8" HMA-SP50 (PG 64-10)R&R (SEE PLANFOR LOCATION& DEPTH) TYPICAL SECTION NO. 8NTS
CONSTRUCTION SEQUENCE:1.COLD PLANE 0.67' EXISTING SECTION.2.PLACE 0.25' HMA-SP85 BASE COURSE.3.PLACE 0.25' HMA-SP85 INTERMEDIATE COURSE4.PLACE 0.17' RHMA-G SURFACE COURSE.
0.25' BASE COURSE1/2" HMA-SP85 (PG 64-10)COLD PLANE 0.67'EXISTING SECTION
0.25' INTERMEDIATE COURSE1/2" HMA-SP85 (PG 64-10)0.17' SURFACE COURSE1/2" RHMA-G (PG 64-16) TYPICAL SECTION NO. 9NTS
CONSTRUCTION SEQUENCE:1.PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 1.0'.2.REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 0.63'.3.CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 1.25';REGRADE ROADWAY SURFACE TO 2-5%CROSS SLOPE.4.PLACE 0.25' HMA-SP65 BASE COURSE.5.PLACE 0.21' HMA-SP65 INTERMEDIATE COURSE.6.PLACE 0.17' RHMA-G SURFACE COURSE.0.63"PULVERIZE EX. PAVEMENTLIME/CEMENT SOIL TREATMENT;& UNDERLYING AGG. BASE
REMOVE & DISPOSE OFPULVERIZED MAT'L
REGRADE SURFACE TO 2-5% CROSS SLOPE1.25'2-5%2-5%0.25' BASE COURSE1/2" HMA-SP65 (PG 64-10)0.17' SURFACE COURSE1/2" RHMA-G (PG 64-16)0.21' INTERMEDIATE COURSE1/2" HMA-SP65 (PG 64-10) 1'
MEDIANWIDTH(VARIES, SEEPLANS)
5'BIKE LANE
0.67'
NTSREMOVE & REPLACE HMA (VARIOUS DEPTHS)W(PAVEMENTREMOVAL) NOTES:1.RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTORDISTURBS MORE THAN .13' OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.2.ALL COURSES SHALL CONSIST OF HMA-SP-85 (PG 64-10).3.FOR 0.33', 0.42' OR 0.5' REMOVE & REPLACE, HMA MAY BE REPLACED INA SINGLE LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY (TYPICALSECTION NOS 1, 4, 5 & 7).4.IN AREAS WHERE REMOVE & REPLACE OCCURS BENEATH A KEYCUT,THE 0.33', 0.42' OR 0.5' REMOVE & REPLACE SHALL BE PERFORMEDAFTER THE KEYCUT, AND SHALL EXTEND 0.33', 0.42' OR 0.5',RESPECTIVELY, BELOW THE COLD-PLANED SURFACE (NOT THEORIGINAL PAVEMENT SURFACE PRIOR TO COLD-PLANING).
EX, PAVEMENT, GUTTERLIP OR SPANDRELTACK COAT ALL VERTICALEDGES PRIOR TO PAVINGSEE NOTE 1Y (INTERMEDIATE COURSE)
0.33'0.42'0.5'0.58'0.67'0.75'0.17'0.25'0.25'0.33'0.25'0.25'0'0'0'0'0.25'0.25'0.17'.0.17'0.25'0.25'0.17'0.25'X (BASE COURSE)Z (SURFACE COURSE)
DEPTH MEASUREMENTSXYZW
0.29'0.42'R&R (SEE PLANFOR LOCATION& DEPTH)
11'NORTHBOUND2 LANE3' +/-BIKE LANE11'NORTHBOUND1 LANETWO-WAY LEFTTURN LANE11'SOUTHBOUND1 LANE11'SOUTHBOUND2 LANE3' +/-BIKE LANE R&R 0.25'1/2" HMA-SP-85 (PG 64-10)TAPER COLD PLANEFROM .13' TO 0'0.29'0.42'0.08' LEVELING COURSE3/8" HMA-SP50 (PG 64-10)0.21' SURFACE COURSE1/2" RHMA-G (PG 64-16)NTSTYPICAL SECTION NO. 3PAVEMENT TRANSITIONNTS 25'0.25' 0.29'0.08' LEVELING COURSE3/8" HMA-SP50 (PG 64-10)0.21' SURFACE COURSE1/2" RHMA-G (PG 64-16)0.08' LEVELING COURSE3/8" HMA-SP50 (PG 64-10) TYPICALSECTIONNO. 2OR EXIST.PAVEMENTTYPICALSECTIONNO. 3EX. PAVEMENTSURFACEREMOVE PAVEMENT EX. PAVEMENT SURFACETYPICAL SECTION NO. 10NTS
2-5%2-5%
2-5%2-5%
2-5%2-5%
CONSTRUCTION SEQUENCE:1.COLD PLANE 0.13' BETWEEN SB NO. 2 LANE AND NB NO. 2 LANE.2.TAPER COLD PLANE FROM 0.13' AT NO. 1 LANES IN EACH DIRECTION TO 0'AT EDGE OF GUTTER.3.COLD PLANE 0.29' EXISTING SECTION.4.PLACE 0.08' HMA-SP50 LEVELING COURSE.5.PLACE 0.21' RHMA-G SURFACE COURSE.
CONSTRUCTION SEQUENCE:1.COLD PLANE 0.25' EXISTING SECTION.2.PLACE 0.08' HMA-SP65 BASE COURSE.3.PLACE 0.17' RHMA-G SURFACE COURSE.
XXXXXXXEX. FENCE (PROTECTIN PLACE)
TYPICAL SECTION NO. 11
NOTES:1.LOWER ALL UTILITIES PRIOR TO COLD PLANE AND DIGOUTS.2.ADJUST ALL UTILITIES TO FINISH GRADE AFTER PLACEMENTOF SURFACE COURSE.
NOTES:1.LOWER ALL UTILITIES PRIOR TO COLD PLANE.2.ADJUST ALL UTILITIES TO FINISH GRADE AFTERPLACEMENT OF SURFACE COURSE.
0.17' MAINTENANCE OVERLAY3/8" HMA-SP50 (PG 64-10)2' TO 2.5' +/-R&R 0.33' HMAEX. PAVEMENT SURFACEEX. PCC CURB(PROTECT IN PLACE)TACK COAT & PAVEAGAINST CURB FACE(ORANGE AVENUE PARKING LOT)COLD PLANE 0.13'TAPER COLD PLANEFROM 0.13' TO 0'
0.17' SURFACE COURSE1/2" RHMA-G (PG 64-16)
0.17'COLD PLANE 0.17'EXISTING SECTION0.17' SURFACE COURSE1/2" RHMA-G (PG 64-16)SHOULDER BACKINGPER DETAIL COLD PLANE 0.29'
TYPICAL SECTIONS &DETAILSCONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_TITLE SHEET.DWG Plot Date: 12/14/2023 1:49 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
REMOVE & REPLACE DEAD END SIGNS& BARRICADE PER COUNTY OF SANTABARBARA STANDARD DRAWING 7-02011REGRADE TO1:1 SLOPEDEAD END SIGNS & BARRICADE DETAILNTS
CLEAR LOOSE DEBRISOFF PAVEMENT
NTSTRANSITION EX. CURB &GUTTER TO ROLLED CURB
1.FLOW LINE GRADIENT SHALL BE MAINTAINED. ROLLED CURB SHALL BECONSTRUCTED BASED OFF OF FLOW LINE ELEVATION.2.CONTROL JOINTS SHALL BE @ 10' O.C. MAX. SEE SPECIFICATIONS FORREQUIREMENTS.3.ROLLED CURB EXCAVATION SUBGRADE SHALL BE SCARIFIED 6" ANDCOMPACTED TO MIN. 90% R.C.4.6" CLASS II AGG. BASE SHALL BE COMPACTED TO MIN. 90% R.C.
NTSROLLED CURB DETAIL6" CLASS II AGG. BASE
BACKFILL, REGRADE &LANDSCAPERESTORATIONEX. PAVEMENT1-1/2" 3"13"18"R=1/2"
BEGINNING OFROLLED CURBTRANSITION AREA
MAINTAIN FLOWLINE GRADIENTTOP OF CURB
TOP OF CURBEX. CURB& GUTTER
GUTTER LIPBACKFILL, REGRADE &LANDSCAPE RESTORATIONNOTES:1.MAINTAIN EX. PAVEMENT EDGE @ LIP OF GUTTER.
FLOW LINE
6"
6"7-1/2"
3'NEW ROLLED CURBEX. CURB & GUTTER
NTSPCC MEDIAN CURB TYPE 1
R=1/2"(TYP.)PROPOSED SURFACE1"6"12"8-1/2"EXISTING CURB
1.SEE SHEETS 14 - 15 FOR CURB LOCATIONS.2.PCC MEDIAN CURB TYPE 1 SHALL BE CONSTRUCTED AS INDICATED BELOWAND PER COUNTY OF SANTA BARBARA STANDARD DRAWING 4-030 (DATEDJANUARY 2011).3.EXPOSED CURB FACE SHALL BE 6" AFTER PROPOSED OVERLAY IS PLACED.4.CONTROL JOINTS @ 10' O.C. MAX.5.SUBGRADE SHALL BE SCARIFIED 6" AND COMPACTED TO MIN. 90% R.C.6.CONTRACTOR MAY ELECT TO OVER-EXCAVATE 6" AND REPLACE WITH3/4-INCH CRUSHED ROCK OR CLASS II AGG. BASE. BOTTOM OFOVER-EXCAVATION SHOULD BE FIRM AND UNYIELDING, LEVEL AND FREE OFLOOSE DEBRIS. 3/4-INCH CRUSHED ROCK SHOULD BE CONSOLIDATED INPLACE, OR CLASS II AGG. BASE SHOULD BE COMPACTED TO MIN. 90% R.C.ENGINEER SHALL CONFIRM IF OVER-EXCAVATION SHOULD BE PERFORMED.
EXISTINGSURFACETYPICAL SECTION NO. 5(SEE SHEET 2)
6" R=1/2"(TYP.)1"6"21"6"
NTSPCC MEDIAN CURB TYPE 2BOTTOM OF PROPOSEDREHABILITATED PAVEMENT SECTIONSCARIFY & RECOMAPCT SUBGRADE
PROPOSED SURFACE
6"
CONSTRUCTION NOTES
R=8"R=9"
SCARIFY &RECOMAPCTSUBGRADE
CONSTRUCTION NOTES
SEE NOTES 5 & 6
1.SEE SHEETS 6 & 8 - 13 FOR CURB LOCATIONS.2.PCC MEDIAN CURB TYPE 2 SHALL BE CONSTRUCTED AS INDICATED BELOWAND PER COUNTY OF SANTA BARBARA STANDARD DRAWING 4-030 (DATEDJANUARY 2011).3.CONTROL JOINTS @ 10' O.C. MAX.4.SUBGRADE SHALL BE SCARIFIED 6" AND COMPACTED TO MIN. 90% R.C.5.CONTRACTOR MAY ELECT TO OVER-EXCAVATE 6" AND REPLACE WITH3/4-INCH CRUSHED ROCK OR CLASS II AGG. BASE. BOTTOM OFOVER-EXCAVATION SHOULD BE FIRM AND UNYIELDING, LEVEL AND FREE OFLOOSE DEBRIS. 3/4-INCH CRUSHED ROCK SHOULD BE CONSOLIDATED INPLACE, OR CLASS II AGG. BASE SHOULD BE COMPACTED TO MIN. 90% R.C.ENGINEER SHALL CONFIRM IF OVER-EXCAVATION SHOULD BE PERFORMED.
CONSTRUCTION NOTES
GENERAL HMA & PCC CONSTRUCTION NOTES:1.PRIOR TO INSTALLATION OF NEW CONCRETE FACILITIES, CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE FOR TRIMMING OR REMOVAL OF PRIVATE LANDSCAPE PLANTINGS. NOPLANT MATERIAL SHALL BE ALTERED OR OTHERWISE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY.2.CURB RAMP SHALL BE CONSTRUCTED BASED ON CALTRANS 2018 STANDARD PLANS A88A & A88B AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). REFER TO STANDARDPLANS A88A & A88B FOR ADDITIONAL DETAILS & INFORMATION.3.CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE SEPTEMBER 2011 EDITION OF THE SANTA BARBARA COUNTY STANDARD DETAILS (UNLESS OTHERWISE INDICATED):·CURB & GUTTER* . . . . . . . . . . . . . . . . . . . . . . . . . #4-030 & 4-045·SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-045, 5-010 & 5-040·TYPE A CURB . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-030·CROSS-GUTTER & SPANDREL . . . . . . . . . . . . . . #4-020·SIDEWALK UNDERDRAIN . . . . . . . . . . . . . . . . . . #3-060·MEDIAN STRIPS . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-035*CURB & GUTTER WIDTH SHALL WIDEN TO A 24" GUTTER PAN IN FRONT OF CURB RAMP LANDING THEN TAPER BACK TO THE ORIGINAL WIDTH UNLESS OTHERWISE NOTED ON PLANS.5.PCC SIDEWALKS AND CURB RAMPS SHALL BE MIN. 6" THICK.6.ALL FACES OF NEW OR RECONSTRUCTED CURBS SHALL BE MIN. 6".7.REMOVE & REPLACE SIDEWALK UNDERDRAIN COVER PER CITY OF SANTA BARBARA STANDARD DRAWING D-05.2 (DATED NOVEMBER 2012).8.CONSTRUCT TYPE A HMA DIKE PER CALTRANS STANDARD PLAN A87B OF THE 2018 STANDARD PLANS & DETAILS FOR HMA DIKES.9.ALL SAWCUTTING THROUGH CONCRETE & ASPHALT PAVEMENT SHALL BE SQUARE AND EXTEND FULL-DEPTH OF THE MATERIAL. SAWCUTS IN CONCRETE SHALL ALWAYS BE ON AN EXISTING JOINTLINE UNLESS OTHERWISE ALLOWED BY THE CITY'S REPRESENTATIVE PRIOR TO CUTTING. ANY CHIPPED, BROKEN OR OTHERWISE IRREGULAR CONCRETE OR ASPHALT PAVEMENT EDGES SHALLBE RE-SAWCUT AS DIRECTED BY THE CITY'S REPRESENTATIVE PRIOR TO REPLACING CONCRETE OR HOT-MIX ASPHALT MATERIAL.10.NEW CONCRETE FACILITIES SHALL BE DOWELED & EPOXIED TO EX. CONCRETE USING 18" #4 BARS SPACED @ 12" O.C. MAX. NEAREST DOWEL TO OUTERMOST FACE OF CONCRETE SHALL BE NOCLOSER THAN 3" UNLESS OTHERWISE DIRECTED BY CITY REPRESENTATIVE.11.HMA REPLACEMENT AGAINST NEW CONCRETE SHALL EXTEND THE MINIMUM DISTANCE FROM THE EDGE OF THE CONCRETE AS SHOWN ON THE PLANS, AND EXTEND TO A DEPTH OF 6" OR MATCHEX., WHICHEVER IS GREATER.12.PAINTED LINES & LEGENDS SHOWN IN ENLARGEMENTS REPRESENT EXISTING & MAY CHANGE AS DIRECTED BY CITY REPRESENTATIVE.13.SEVERAL REMOVE & REPLACE AREAS WITHIN THE PAVEMENTS INCLUDE PRUNING & REMOVING EXISTING TREE ROOTS. IN ADDITION, THE CONTRACTOR SHALL ANTICIPATE PRUNING & REMOVINGEX. TREE ROOTS AT ALL CONCRETE FACILITIES TO BE CONSTRUCTED OR REMOVED & REPLACED. NO TREE ROOTS SHALL BE CUT WITHOUT PRIOR REVIEW AND APPROVAL BY CITY ARBORIST.14.TREE CANOPIES SHALL BE TRIMMED AS NEEDED TO PROVIDE AT LEAST 15' OF CLEARANCE ABOVE ROADWAY SURFACES. TREE CANOPIES SHALL NOT BE TRIMMED WITHOUT PRIOR REVIEW ANDAPPROVAL BY CITY ARBORIST.15.LANDSCAPE RESTORATION SHALL CONSIST OF SALVAGING & REPLACING LANDSCAPING MATERIALS BEHIND NEW CONCRETE CONSTRUCTION. THESE MATERIALS MAY INCLUDE BUT ARE NOTLIMITED TO: BARK MULCH, DECORATIVE ROCK, COBBLE OR BOULDERS, CONCRETE PAVERS, BRICK, TURF, & DECORATIVE EDGING. CONTRACTOR SHALL DISTURB EX. LANDSCAPE MATERIALS TOTHE MINIMUM AMOUNT POSSIBLE DURING DEMOLITION, LAYOUT & CONSTRUCTION OF RAMPS. WHERE MATERIALS MUST BE DISTURBED OR REMOVED, CONTRACTOR SHALL CAREFULLY SALVAGE& STORE ON-SITE SAID MATERIALS UNTIL CURB RAMP CONSTRUCTION IS APPROVED BY THE CITY'S REPRESENTATIVE, AFTER WHICH SALVAGED MATERIALS SHALL BE RESTORED TO THEIRORIGINAL PLACEMENT & CONDITION. IF EXISTING MATERIALS CANNOT BE SALVAGED, CONTRACTOR SHALL PROCURE & INSTALL W/SAME MATERIALS.16.LANDSCAPE RESTORATION MAY ALSO INCLUDE REPAIR OR REPLACEMENT OF DAMAGED IRRIGATION FACILITIES CAUSED BY THE CONTRACTOR'S EFFORTS. CONTRACTOR SHALL EXERCISEREASONABLE CAUTION DURING DEMOLITION & CONSTRUCTION TO AVOID DAMAGING IRRIGATION DRIPLINES, LATERAL LINES, VALVES, POP-UP SPRINKLERS, ETC. ANY DAMAGED IRRIGATIONFACILITIES SHALL BE REPAIRED OR RESTORED TO WORKING ORDER TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE.17.ALL EXISTING FACILITIES ADJACENT TO ZONE OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR TO AVOID DAMAGE TO SAID FACILITIES. IF IT IS THE CONTRACTOR'SOPINION THAT ITEM(S) CANNOT BE PROTECTED IN PLACE DURING THE WORK, CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE IN ADVANCE OF STARTING THE WORK. ANY ITEMS WHICHARE TEMPORARILY RELOCATED TO AVOID DAMAGE SHALL BE REPLACED TO THEIR ORIGINAL LOCATION & CONDITION AT THE COMPLETION OF THE WORK. ANY FACILITIES WHICH ARE FOUND TO BEMISSING OR DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S SOLE EXPENSE & TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE.18.EXISTING UTILITIES WITHIN AREA OF WORK SHALL BE ADJUSTED TO FINISHED GRADE UNLESS OTHERWISE INDICATED.19.NOTIFY ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND BETWEEN PRIOR TO CONTINUATION OF WORK.20.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP LANDING SHALL NOT BE STEEPER THAN 5%.
NTSSHOULDER BACKING DETAILSEE SPECIFICATIONSFOR SHOULDERBACKING MATERIALEXIST. SURFACENEW HMAOVERLAYPLACE SHOULDER BACKINGAFTER COMPLETION OF HMASURFACING4.0'-0"3.0'-0"2.0'-0"1.0'-0"0.25'-0.33'0.17'-0.25'0.08'-0.17'0'-0.08'HYDIMENSION SCHEDULE HY
1.5'
1'9.5'
VARIES(SEE NOTE 1)VARIES(SEE NOTE 1)1.5'5.5'1.5'
12'
DIRECTIONOF TRAVEL
DIRECTIONOF TRAVELEDGE OF PAVEMENTCURB AND GUTTERSIDEWALK
EDGE OF PAVEMENTCURB AND GUTTERSIDEWALKPLAN VIEWCROSS SECTION VIEW SEE SHEET 60 FORSPEED HUMP STRIPING1' CUT THROUGH W/WHITE PAINT STRIPING
0.25"SPEED LUMPMAX AGGREGATE SIZE = 3/8"EXISTING PAVEMENTEX. PAVEMENT EDGEEX. BASETACK COATEDGE OF PAVEMENT5.5'1.5'0.25"SEEDETAIL A 1'1'1' 3"12" TAPEREDTYPICALDETAIL ANOTES:1.AVERAGE WIDTH OF PADOVA DRIVE IS37' EXCLUDING CURB AND GUTTER.
SPEED HUMP DETAIL
℄ ℄
NTS
℄
XXXXXXX
18" MIN.
EX. FENCE (PROTECTIN PLACE)2" X 4 " HEADERBOARDPAVEMENT(DEPTH PER PLAN)SEE NOTE(2 EA)-12d BOXHOT DIP GALV.NAILS @ EA STAKENOTE2" x 4" x 18" MIN. STAKES @ 32" O.C. &2" x 6" x 18" MIN. STAKES @ HEADERBOARD JOINTSNTS2x4 HEADERBOARD DETAIL 1/2"MAX.CALTRANS ROWFINISHSURFACE
BOLLARD DETAILNTS36" MIN.CONCRETEFOOTING3" MIN.18" MIN.48"6" Ø PIPE BOLLARDFILLED W/CONCRETE;YELLOW BOLLARDPROTECTOR W/2 REDREFLECTIVE STRIPES SEE SHEET 53 FOR CURBRAMP ENLARGEMENT
SDREMOVE & REPLACE TYPE A HMA DIKE(~1,221LF)
TYPICAL SECTION NO. 6
WINCHESTER CANYON ROADSEE SHEET 53 FOR CURBRAMP ENLARGEMENT 48 49
REMOVE & REPLACE TYPE A HMA DIKE(~1,221LF) CONT.
TYPICAL SECTION NO. 6
SD SD71+0072+0073+0074+0075+0076+0077+00
GERARD DRIVE50 51
C46 C47
1 1
WINCHESTERCANYON RDBRANDON DRGERARD DRPASEODEL PINON
CALLE REALPADOVA DR
CATHEDRAL OAKS RD
EVERGREEN DRSALISBURY AVECATHEDRAL OAKS RDFOREST DRSPRUCE DRCARLISLE WAYSAN MILANO DR STRIPING NOTES:STRIPING AS SHOWN REPRESENTS EXISTING AND IS SUBJECT TOCHANGE. SEE SHEETS 81 - 83 FOR STRIPING PLANS.CONSTRUCTION NOTES:LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS PRIOR TO PULVERIZATION.CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE TO HAVE CITY ARBORIST ONSITE TO MONITOR WORK.1 CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 1 & 8.DWG Plot Date: 12/14/2023 1:49 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
MATCHLINE - SEE ABOVE RIGHT
LEGENDFULL DEPTH RECLAMATION BORING LOCATIONWATER VALVESTORM DRAIN MANHOLEXXSDXXCURB RAMP REFERENCE NUMBER (SEE SHEET 61)BORING LOGNO.HMAABR-VALUEFABRIC (Y/N)C465-3/4"8"-NC475-1/2"11"-N*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAYVARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRICMAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORINGLOCATION(S).
MATCHLINE - SEE SHEET 5
KEY MAPNTS
MATCHLINE - SEE BELOW LEFT
CATHEDRAL OAKS ROAD
CATHEDRAL OAKS ROAD
REMOVE & REPLACE TYPE A HMA DIKE
CATHEDRAL OAKS ROAD(WINCHESTER CANYON ROAD TOEVERGREEN DRIVE)BASE BID EX. CONCRETE EDGEEX. PAVEMENT EDGE
SEE SHEET 54 FOR CURBRAMP ENLARGEMENT
TYPICAL SECTION NO. 6
SDREMOVE & REPLACE TYPE A HMA DIKE(~1,107LF)
78+0079+0080+0081+0082+0083+0084+00ELLWOOD CANYON ROADSEE SHEET 54 FOR CURBRAMP ENLARGEMENTC48
WINCHESTERCANYON RDBRANDON DRGERARD DRPASEODEL PINON
CALLE REALPADOVA DR
CATHEDRAL OAKS RD
EVERGREEN DRSALISBURY AVECATHEDRAL OAKS RDFOREST DRSPRUCE DRCARLISLE WAYSAN MILANO DR REMOVE & REPLACE TYPE A HMA DIKE(~1,107LF) CONT.
84+0085+0086+0087+0088+0089+0090+00TYPICAL SECTION NO. 6 PROTECT EX.BOLLARD IN PLACEC49
REMOVE & REPLACE TYPE A HMA DIKE(~93LF)
STRIPING NOTES:STRIPING AS SHOWN REPRESENTS EXISTING AND IS SUBJECT TOCHANGE. SEE SHEETS 81 - 83 FOR STRIPING PLANS.CONSTRUCTION NOTES:LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS PRIOR TO PULVERIZATION.CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 1 & 8.DWG Plot Date: 12/14/2023 1:49 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
MATCHLINE - SEE SHEET 4
LEGENDFULL DEPTH RECLAMATION BORING LOCATIONWATER VALVESTORM DRAIN MANHOLEXXSDXXCURB RAMP REFERENCE NUMBER (SEE APPENDIX A) BORING LOGNO.HMAABR-VALUEFABRIC (Y/N)C485-1/2"10"-NC495-1/2"10"-N*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAYVARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRICMAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORINGLOCATION(S).
MATCHLINE - SEE BELOW LEFT
KEY MAPNTS
MATCHLINE - SEE ABOVE RIGHT
CATHEDRAL OAKS ROAD
CATHEDRAL OAKS ROAD
REMOVE & REPLACE TYPE A HMA DIKEBOLLARD (EX.)CATHEDRAL OAKS ROAD(WINCHESTER CANYON ROAD TOEVERGREEN DRIVE)BASE BID EX. CONCRETE EDGEEX. PAVEMENT EDGE
MATCHLINE - SEE SHEET 6
SSBRPM
PASEO DEL PINON
91+0092+0093+0094+0095+0096+00
SEE SHEET 55 FOR CURBRAMP ENLARGEMENTSEE SHEET 55 FOR CURBRAMP ENLARGEMENT C67
R&R PCC MEDIAN CURB TYPE 2;SEE SHEETS 8 - 13 FOR MEDIANRECONSTRUCTION INFORMATION1 1SS
72 71 SS
SS
SS BRPM97+0098+0099+00100+00101+00102+00103+00R&R PCC MEDIAN CURB TYPE 2;SEE SHEETS 8 - 13 FOR MEDIANRECONSTRUCTION INFORMATION BRANDON DRIVEREMOVE & REPLACE TYPE A HMA DIKE(~888LF)
TYPICAL SECTION NO. 6
30'
C66
C68
R&R 0.50' HMA
R&R PCC MEDIAN CURB TYPE 2;SEE SHEETS 8 - 13 FOR MEDIANRECONSTRUCTION INFORMATIONE2 1 2 WINCHESTERCANYON RDBRANDON DRGERARD DRPASEODEL PINON
CALLE REALPADOVA DR
CATHEDRAL OAKS RD
EVERGREEN DRSALISBURY AVECATHEDRAL OAKS RDFOREST DRSPRUCE DRCARLISLE WAYSAN MILANO DR STRIPING NOTES:STRIPING AS SHOWN REPRESENTS EXISTING AND IS SUBJECT TOCHANGE. SEE SHEETS 83 - 85 FOR STRIPING PLANS.CONSTRUCTION NOTES:LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS PRIOR TO PULVERIZATION.CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE TO HAVE CITY ARBORIST ONSITE TO MONITOR WORK.PROTECT IN PLACE ELECTRICAL VAULT DURING FULL DEPTH RECLAMATION & ADJUST TO FINISHED GRADE AFTER PLACEMENT OFFINAL SURFACE COURSE. CONTRACTOR SHALL COORDINATE ADJUSTMENTS WITH CITY & SOUTHERN CALIFORNIA EDISON.12 TYPICAL SECTION NO. 6
CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 1 & 8.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
FULL DEPTH RECLAMATION
BORING LOCATION
WATER VALVE
XX SANITARY SEWER MANHOLESSBLUE RETROREFLECTIVE PAVEMENT MARKERBRPMEELECTRICAL VAULTXXCURB RAMP REFERENCE NUMBER (SEE SHEET 61) BORING LOGNO.HMAABR-VALUEFABRIC (Y/N)C667-1/2"8"-NC676-1/2"8"-NC688-1/2"7"-N*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAYVARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRICMAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORINGLOCATION(S).
MATCHLINE - SEE SHEET 7
KEY MAPNTSREMOVE & REPLACE 6" HMA
CATHEDRAL OAKS ROAD
CATHEDRAL OAKS ROADLEGEND
REMOVE & REPLACE TYPE A HMA DIKEPCC CURB MEDIAN CURB TYPE 2REMOVE PCC CURB, CONSTRUCTCATHEDRAL OAKS ROAD(WINCHESTER CANYON ROAD TOEVERGREEN DRIVE)BASE BIDREMOVE & REPLACER&REX. CONCRETE EDGEEX. PAVEMENT EDGE MATCHLINE - SEE SHEET 5
EVERGREEN DRIVE
REMOVE & REPLACE TYPE A HMA DIKE(~888LF) CONT.SSBRPM BRPM104+00105+00106+00107+00108+00109+00 TYPICAL SECTION NO. 6
PROTECT EX. BOLLARDS, ROADSIDESIGNS, CURB RAMP, RECTANGULARRAPID FLASHING BEACON, & HMADIKES IN PLACE C65
WINCHESTERCANYON RDBRANDON DRGERARD DRPASEODEL PINON
CALLE REALPADOVA DR
CATHEDRAL OAKS RD
EVERGREEN DRSALISBURY AVECATHEDRAL OAKS RDFOREST DRSPRUCE DRCARLISLE WAYSAN MILANO DRSTRIPING NOTES:STRIPING AS SHOWN REPRESENTS EXISTING AND IS SUBJECT TOCHANGE. SEE SHEETS 83 - 85 FOR STRIPING PLANS.CONSTRUCTION NOTES:LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS PRIOR TO PULVERIZATION.CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 1 & 8.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
LEGENDFULL DEPTH RECLAMATION BORING LOCATIONWATER VALVEXXSANITARY SEWER MANHOLESSBLUE RETROREFLECTIVE PAVEMENT MARKERBRPM MATCHLINE - SEE SHEET 6
KEY MAPNTSROADSIDE SIGN (EX.)BOLLARD (EX.)RECTANGULAR RAPID FLASHING BEACON (EX.)
CATHEDRAL OAKS ROAD
BORING LOGNO.HMAABR-VALUEFABRIC (Y/N)C656-1/2"16"-N*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAYVARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRICMAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORINGLOCATION(S).REMOVE & REPLACE TYPE A HMA DIKE
CATHEDRAL OAKS ROAD(WINCHESTER CANYON ROAD TOEVERGREEN DRIVE)BASE BID EX. CONCRETE EDGEEX. PAVEMENT EDGE
91+0091+5092+0092+5093+0093+5094+0094+5095+0095+5096+0096+50165 164166166 167167 165 164166166 16716791+0092+0093+0094+0095+0096+00166'
166'
166'
166'165'
165'164'
164'
163'
PASEO DEL PINON
STA 90+85.09LIMIT OF WORK 163'163
163
GB REMOVE & REPLACE PCCMEDIAN CURB TYPE 2
ElevationStation160.00
165.00
170.00
160.00
165.00
170.00
90+7591+0092+0093+0094+0095+0096+0096+75EX. PAVEMENTSURFACE PROPOSED PAVEMENTSURFACEPROPOSED MEDIANCURB FACENEW90+85166.54NEW91+00166.74NEW91+12167.00 NEW95+86164.79NEW96+00164.57NEW96+25164.27NEW96+50163.97NEW96+75163.68EX.90+85166.54EX.91+00166.75EX.91+12166.66 PROPOSED MEDIANEX.95+86164.42EX.96+00164.26EX.96+25163.97EX.96+50163.70EX.96+75163.40
PROPOSED MEDIANCURB FACE
PROPOSED PAVEMENTSURFACE
MATCHLINE - STA 96+75 - SEE SHEET
9 CATHEDRAL OAKS ROAD - PLAN VIEW1" = 20'
CATHEDRAL OAKS ROAD - CENTERLINE PROFILE VIEWHORIZONTAL: 1" = 20'VERTICAL: 1" = 2' CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECTPLAN AND PROFILECATHEDRAL OAKSROAD MEDIANS ElevationStation155.00
160.00
165.00
155.00
160.00
165.00
96+7597+0098+0099+00100+00101+00
EX. PAVEMENTSURFACEPROPOSED PAVEMENTSURFACE PROPOSED MEDIANCURB FACEPROPOSED PAVEMENTSURFACE NEW96+75163.68NEW97+00163.39NEW97+25163.10NEW97+50162.80NEW97+75162.51NEW98+00162.14NEW98+25161.67NEW98+50161.19NEW98+75160.90NEW99+00160.60NEW99+25160.30NEW99+50160.00NEW99+75159.67NEW99+99159.35NEW100+50158.84EX.96+75163.40EX.97+00163.08EX.97+25162.72EX.97+50162.40EX.97+75162.13EX.98+00161.78EX.98+25161.43EX.98+50161.16EX.98+75160.83EX.99+00160.49EX.99+25160.18EX.99+50159.92EX.99+75159.65EX.99+99159.56EX.100+50159.11EX.100+73158.52 NEW100+73158.52PROPOSED MEDIANCURB FACEPROPOSED MEDIAN
97+0097+5098+0098+5099+0099+50100+00100+50160 158159161162163 160 15916116216397+0098+0099+00100+00101+00163'
163'162'
162'161'
161'
160'
160'159'
158'
158'
BRANDON DRIVE
STA 100+73.40LIMIT OF WORKREMOVE & REPLACE PCCMEDIAN CURB TYPE 2 REMOVE & REPLACE PCCMEDIAN CURB TYPE 2159'
CATHEDRAL OAKS ROAD - CENTERLINE PROFILE VIEWHORIZONTAL: 1" = 20'VERTICAL: 1" = 2' CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
MATCHLINE - STA 96+75 - SEE SHEET
8 CATHEDRAL OAKS ROAD - PLAN VIEW1" = 20'
PLAN AND PROFILECATHEDRAL OAKSROAD MEDIANS
℄
91+00.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
91+50.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50
℄
92+00.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
92+50.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50
℄
93+00.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
93+50.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50
3.1%2.7%
EOR, -40.22'166.18
EOR, 39.86'166.35
EOR, -40.24'165.99
EOR, 39.88'166.18EOR, 39.90'166.40
EOR, -40.23'166.28
EOR, 39.99'166.30
EOR, -40.35'166.20EOR, -40.29'165.77
EOR, 40.01'165.67
EOR, -40.32'165.96
EOR, 40.01'166.033.0%
2.2% 1.9%
2.0% 2.5%
3.2%
2.5% 2.2%
2.5% 3.1%
CROWN, -4.59'166.86
EOR, -8.01'167.00EOR, 7.51'167.00
EOR, -8.01'167.00EOR, 7.51'167.00
EOR, -8.01'167.00EOR, 7.51'167.00
EOR, -8.01'167.00EOR, 7.51'167.00
EOR, -8.01'167.00EOR, 7.51'167.00
PCC MEDIAN CURB TYPE 2 (TYP.)PAVEMENT REHABILITATION(TYPICAL SECTION NO. 6) (TYP.) CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECTCROSS SECTIONSCATHEDRAL OAKSROAD MEDIANSCATHEDRAL OAKS ROAD - CROSS SECTIONSHORIZONTAL: 1" = 10'VERTICAL: 1" = 5' ℄
94+00.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
94+50.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50
℄
95+00.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
95+50.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50
℄
96+00.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
96+50.00
160165170175
160165170175
051015202530354045500-5-10-15-20-25-30-35-40-45-50
EOR, 39.97'163.00
EOR, -40.03'162.71
EOR, -40.23'163.36
EOR, 40.08'163.61
EOR, -40.20'164.61
EOR, 39.99'164.75
EOR, -40.26'163.99
EOR, 39.97'164.17EOR, 39.87'165.38
EOR, -40.27'165.21
EOR, 39.90'165.85
EOR, -40.21'165.713.6% 3.2%
3.3% 3.2%
2.4% 2.4%
4.0% 3.6%
3.5% 3.5%
3.5% 3.6%
EOR, -8.01'167.00EOR, 7.51'167.00
EOR, -8.01'166.37EOR, 7.51'166.41
EOR, -8.01'165.74EOR, 7.51'165.82
EOR, -8.01'165.11EOR, 7.45'165.23
EOR, -8.01'164.48EOR, -2.32'164.62
EOR, -8.01'163.85EOR, -2.49'164.03
PCC MEDIAN CURB TYPE 2 (TYP.)PAVEMENT REHABILITATION(TYPICAL SECTION NO. 6) (TYP.) CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECTCROSS SECTIONSCATHEDRAL OAKSROAD MEDIANSCATHEDRAL OAKS ROAD - CROSS SECTIONSHORIZONTAL: 1" = 10'VERTICAL: 1" = 5' ℄
99+00.00
155160165170
155160165170
051015202530354045500-5-10-15-20-25-30-35-40-45-50
℄
97+00.00
155160165170
155160165170
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
97+50.00
155160165170
155160165170
051015202530354045500-5-10-15-20-25-30-35-40-45-50
℄
98+00.00
155160165170
155160165170
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
98+50.00
155160165170
155160165170
051015202530354045500-5-10-15-20-25-30-35-40-45-50
℄
99+50.00
155160165170
155160165170
051015202530354045500-5-10-15-20-25-30-35-40-45-50
EOR, -40.25'159.62
EOR, -40.23'159.03
EOR, 39.82'159.43EOR, 39.90'160.74
EOR, -40.28'160.23
EOR, 39.90'161.13
EOR, -40.24'160.84EOR, -40.18'162.10
EOR, 40.09'162.57
EOR, -32.06'162.06
EOR, 39.67'161.73
EOR, 39.90'160.06
2.0% 2.6%
2.8% 2.5%
2.6% 2.6%
3.5% 2.9%
3.3% 2.4%
2.4% 2.4%
EOR, -8.01'163.22EOR, -2.49'163.44
CROWN, -4.19'162.87
CROWN, 1.16'162.20
EOR, 1.69'161.23EOR, 7.71'161.53
EOR, 1.69'160.64EOR, 7.71'160.90
EOR, 7.71'160.28EOR, 1.69'160.04
PCC MEDIAN CURB TYPE 2 (TYP.)PAVEMENT REHABILITATION(TYPICAL SECTION NO. 6) (TYP.) CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECTCROSS SECTIONSCATHEDRAL OAKSROAD MEDIANSCATHEDRAL OAKS ROAD - CROSS SECTIONSHORIZONTAL: 1" = 10'VERTICAL: 1" = 5' ℄
100+00.00
155160165170
155160165170
051015202530354045500-5-10-15-20-25-30-35-40-45-50 ℄
100+50.00
155160165170
155160165170
051015202530354045500-5-10-15-20-25-30-35-40-45-50
EOR, 39.95'158.13
EOR, -40.31'157.79
EOR, -40.27'158.42
EOR, 39.86'158.782.7% 1.9%2.3% 2.6%
EOR, -0.13'159.34EOR, 7.71'159.65
EOR, -1.93'158.80EOR, 1.33'158.87PCC MEDIAN CURB TYPE 2 (TYP.)PAVEMENT REHABILITATION(TYPICAL SECTION NO. 6) (TYP.) CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECTCROSS SECTIONSCATHEDRAL OAKSROAD MEDIANSCATHEDRAL OAKS ROAD - CROSS SECTIONSHORIZONTAL: 1" = 10'VERTICAL: 1" = 5'
PACIFIC OAKS ROAD
SS SSR&R 0.42' HMA(~6'X6')
KEYCUT A1 (TYP.)
TYPICAL SECTION NO. 5
KEYCUT B133
C32 34 35R&R 0.42' HMA(~12'X12')
R&R 0.42' HMA(~3'X6') (~6'X6')
R&R PCC MEDIANCURB TYPE I(~846LF)
R&R 0.42' HMA(~13'X2,244')10+0011+0012+0013+0014+0015+0016+00 GIRSH PARK(ENTRANCE 1)R
R R&R 0.42' HMA(~3'X20') (~6'X15')R C38 2 2 2
2 R&R 0.42' HMA(~3'X6') (~6'X6')R2 R&R 0.42' HMA(~3'X6') (~6'X6')R2 R&R 0.42' HMA(~3'X20') (~6'X20')R2
MILLS WAY
SD SSR&R PCC MEDIANCURB TYPE I(~135LF)C42KEYCUT A1 (TYP.)17+0018+0019+0020+0021+0022+00 GIRSH PARK(ENTRANCE 2)GIRSH PARK(ENTRANCE 3)
KEYCUT B1R&R 0.42' HMA(~13'X2,244')CONT.R&R 0.42' HMA(~3'X20') (~6'X20')R TYPICAL SECTION NO. 5R&R PCC MEDIANCURB TYPE I(~571LF)38C 39 41
4036 37
C39
R&R 0.42' HMA(~12'X120')
2 2
STORKE RDWHITMAN STMILLS WAYPACIFICPHELPS RDARMSTRONG RDPHELPS RDOAKS RDSANTA FELICIA DR
WHITTIER DR
CONSTRUCTION NOTES:LOWER UTILITY PRIOR TO COLD PLANE FORKEYCUT AND/OR R&R.CONTRACTOR SHALL COORDINATE WITH CITYREPRESENTATIVE TO HAVE CITY ARBORIST ONSITE TO MONITOR WORK.1STRIPING NOTES:STRIPING AS SHOWN REPRESENTS EXISTING ANDIS SUBJECT TO CHANGE. SEE SHEETS 77 - 79 FORSTRIPING PLANS.2
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
LEGEND
BORING LOCATIONTYPE A1 KEYCUTWATER VALVEBLUE RETROREFLECTIVE PAVEMENT MARKER
REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)XXBRPMSANITARY SEWER MANHOLESS TYPE B1 KEYCUTBORING LOGNO.HMAABR-VALUEFABRIC (Y/N)C385"7"57NC395"7"56NC427"15"-N*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAYVARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRICMAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORINGLOCATION(S).XXCURB RAMP REFERENCE NUMBER (SEE SHEET 61)CCURB RAMP CONFLICT (SEE SHEET 61)REMOVE & REPLACER&R CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PHELPS ROAD.DWG Plot Date: 12/14/2023 1:50 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
STORM DRAIN MANHOLESD
RPRUNE & REMOVE TREE ROOTS
MATCHLINE - SEE SHEET 15
KEY MAPNTS
PHELPS ROAD
PHELPS ROAD
PCC MEDIAN CURB TYPE 1REMOVE PCC CURB, CONSTRUCT
PHELPS ROAD(PACIFIC OAKS ROAD TO STORKE ROAD)BASE BID
EX. CONCRETE EDGE
SD SS BRPMBRPM
R&R 0.42' HMA(~6'X33')
WHITMAN STREET
C41TYPICAL SECTION NO. 5
KEYCUT A1 (TYP.) 11 1 1
23+0024+0025+0026+0027+0028+0029+00R&R PCC MEDIANCURB TYPE I(~571LF) GIRSH PARK(ENTRANCE 4)GIRSH PARK(ENTRANCE 5)
R&R 0.42' HMA(~13'X2,244')CONT.
R&R PCC MEDIANCURB TYPE I(~227LF)
KEYCUT B1 (TYP.)
42 43
45 44 46
C47
1R&R 0.42' HMA(~6'X13')
2 2
T SSSSBRPM
R&R 0.42' HMA(~6'X6')
KEYCUT B11
1 R&R 0.42' HMA(~6'X12')
1 STORKE ROAD
R&R PCC MEDIANCURB TYPE I(~227LF)
1 TYPICAL SECTION NO. 5
KEYCUT A1 (TYP.)30+0031+0032+00
SEE SHEET 51 FOR CURBRAMP ENLARGEMENTR&R 0.42' HMA(~13'X2,244')CONT.
SEE SHEET 51 FOR CURBRAMP ENLARGEMENT
C40
2 STORKE RDWHITMAN STMILLS WAYPACIFICPHELPS RDARMSTRONG RDPHELPS RDOAKS RDSANTA FELICIA DR
WHITTIER DR
CONSTRUCTION NOTES:LOWER UTILITY PRIOR TO COLD PLANE FORKEYCUT AND/OR R&R.CONTRACTOR SHALL COORDINATE WITH CITYREPRESENTATIVE TO HAVE CITY ARBORIST ONSITE TO MONITOR WORK.1STRIPING NOTES:STRIPING AS SHOWN REPRESENTS EXISTING ANDIS SUBJECT TO CHANGE. SEE SHEETS 77 - 79 FORSTRIPING PLANS.2
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
LEGEND
BORING LOCATIONTYPE A1 KEYCUTWATER VALVEBLUE RETROREFLECTIVE PAVEMENT MARKER
REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)XXBRPMSANITARY SEWER MANHOLESS TYPE B1 KEYCUTBORING LOGNO.HMAABR-VALUEFABRIC (Y/N)C404"6"67NC417"13"-N*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAYVARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRICMAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORINGLOCATION(S).XXCURB RAMP REFERENCE NUMBER (SEE SHEET 61)CCURB RAMP CONFLICT (SEE SHEET 61)REMOVE & REPLACER&R CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PHELPS ROAD.DWG Plot Date: 12/14/2023 1:51 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
STORM DRAIN MANHOLESD
RPRUNE & REMOVE TREE ROOTS
MATCHLINE - SEE SHEET 14
KEY MAPNTS
PHELPS ROAD
PHELPS ROAD
PCC CURB PER PCC MEDIAN CURB TYPE 1REMOVE EX. PCC CURB, REPLACE WITH
PHELPS ROAD(PACIFIC OAKS ROAD TO STORKE ROAD)BASE BID
EX. CONCRETE EDGE
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
CALLE REAL
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
DEL NORTE DRIVE
SSBRPMSS 57TYPICAL SECTION NO. 9
R&R PCC C&G(~44LF)R&R PCC C&G(~32LF)
R&R PCC C&G(~47LF)
R&R PCC C&G(~76LF)R&R PCC C&G(~25LF)R&R PCC C&G(~6LF)REMOVE & REPLACE (3)SIDEWALK UNDERDRAINS MADERA DRIVEC 56
C58
59C
C57C58 C56
C59CALLE REAL90+0091+0092+0093+0094+00
95+00
96+00
1 1
1 1
11 COLUSA DRCALLE REAL
DEL NORTE DRAMADOR AVESAN MATEO AVECALAVERAS AVEALAMEDA AVESONOMA AVEMENDOCINO DRPLUMAS AVE
MADERA DR
STRIPING NOTES:STRIPING AS SHOWN REPRESENTS EXISTING ANDIS SUBJECT TO CHANGE. SEE SHEET 72 FORSTRIPING PLANS.STRIPING AS SHOWN REPRESENTS EXISTING ANDIS SUBJECT TO CHANGE. SEE SHEET 87 FORCONSTRUCTION NOTES:LOWER ALL UTILITY LIDS WITHIN PAVING LIMITSPRIOR TO PULVERIZATION.CONTRACTOR SHALL COORDINATE WITH CITYREPRESENTATIVE TO HAVE CITY ARBORIST ONSITE TO MONITOR WORK.1 CONTRACT No.PROJECT No.ACCOUNT No.DATEDATEDATECITY OF GOLETADEPARTMENT of PUBLIC WORKSDESIGNED BYDRAWN BYBYREVISIONSDESCRIPTIONCHECK BYREF.DATE GOLETA, CA SEAL:Pavement Engineering Inc.You can ride on our reputationCorporate Office:3485 Sacramento Drive, Suite ASan Luis Obispo, CA 93401805.781.2265Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 4 TO 7.DWG Plot Date: 12/14/2023 1:51 PM SCALE2023 PAVEMENTREHABILITATION PROJECT
LEGEND
WATER VALVESANITARY SEWER MANHOLESSBLUE RETROREFLECTIVE PAVEMENT MARKERBRPMSURVEY MONUMENTXXCURB RAMP REFERENCE NUMBER (SEE SHEET 61)BORING LOGNO.HMAABR-VALUEFABRIC (Y/N)C566"7"10YC576"6"-YC585"--YC596"--Y*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAYVARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRICMAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORINGLOCATION(S).
BORING LOCATIONXXFULL DEPTH RECLAMATION REMOVE & REPLACE PCC CURB & GUTTER
KEY MAPNTS
STANDARD DRAWING 3-060 (DATED JANUARY 2011) UNLESS OTHERWISE INDICATED
COLUSA DRIVE
COLUSA DRIVE(CALLE REAL TO DEL NORTE DRIVE)BASE BIDCCURB RAMP CONFLICT (SEE SHEET 61)
REMOVE & REPLACE SIDEWALK UNDERDRAIN PER COUNTY OF SANTA BARBARA
REMOVE & REPLACER&RCURB & GUTTERC&G
EX. CONCRETE EDGE
CATHEDRAL OAKS ROAD
CAMINO VENTUROSO
CAMINO CASETA
COVINGTON WAY
CAROLDALE LANE
N LOS CARNEROS RD
N LA PATERA LN
CAMINO VIVIENTECAMINO LAGUNA VISTA
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
CAROLDALE PLACE
CAMINO VIVIENTE
CAMINO LAGUNA VISTA
SCO
SS
R&R 0.33' HMA
(~6'X8')
R&R 0.33' HMA
(~6'X18')
R&R 0.33' HMA
(~6'X8')
R&R 0.33' HMA
(~6'X6')
R
CRACK SEAL &
SLURRY SEAL
(TYPE II)
SS10+00 11+00 12+00 13+00 14+00 15+00 16+00
50+00
R&R 0.33' HMA
(~6'X100')1
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
NORTH LA PATERA LANE
SS
17+00
18+00
19+00
CRACK SEAL & SLURRY SEAL (TYPE II)
MATCHLINE - SEE BELOW LEFT
KEY MAP
NTS
LEGEND
WATER VALVE
SANITARY SEWER MANHOLESS
R PRUNE & REMOVE TREE ROOTS
CRACK SEAL & SLURRY SEAL (TYPE II)
SEWER CLEANOUT (EX.)SCO
REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
DATE
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_CAROLDALE LANE & CAROLDALE PLACE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
MATCHLINE - SEE ABOVE RIGHT
STRIPING NOTES:
STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEET 89 FOR
STRIPING PLAN.
CAROLDALE LANE
CAROLDALE LANE
REMOVE & REPLACER&R
CAROLDALE PLACE
BID ALTERNATE 1
CAROLDALE LANE,
EX. CONCRETE EDGE
CONSTRUCTION NOTES:
CONTRACTOR SHALL COORDINATE WITH
CITY REPRESENTATIVE TO HAVE CITY
ARBORIST ONSITE TO MONITOR WORK.
1 HOLLISTER AVENUE
THE RITZ-CARLTON
CATHEDRAL
CALLE REAL
OAKS ROAD
BACARA, SANTA BARBARA
BRPM
CRACK FILL & SLURRY SEAL (TYPE II)
PROTECT STAMPED CONCRETE IN PLACEPROTECT EX. GATE IN PLACE 10+00 11+00 12+00
13+00
14+00 15+00 16+00
RITZ-CARLTON
RITZ-CARLTON
SS
SS
SS
SD
BRPM
BRPM
R&R 0.33' HMA
(~6'X33')
R&R 0.33' HMA
(~15'X30')
CRACK FILL & SLURRY SEAL (TYPE II)
SD
1 PROTECT STAMPED CONCRETE IN PLACE
1 17+00 18+00
19+00
20+00
21+00
22+00
CONSTRUCTION NOTES:
LOWER UTILITY PRIOR TO COLD PLANE.1
STRIPING NOTES:
STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 63 - 67 FOR
STRIPING PLANS.
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE SHEET
19 LEGEND
REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
WATER VALVE
CRACK SEAL & SLURRY SEAL (TYPE II)
STORM DRAIN MANHOLESD
SANITARY SEWER MANHOLESS
UTILITY MANHOLEU
REMOVE & REPLACER&R
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
DATE
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_HOLLISTER AVENUE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
KEY MAP
NTS
HOLLISTER AVENUE
HOLLISTER AVENUE
BID ALTERNATE 1
HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD)
EX. CONCRETE EDGE
HOLLISTER AVENUE
THE RITZ-CARLTON
CATHEDRAL
CALLE REAL
OAKS ROAD
BACARA, SANTA BARBARA
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS U
U
U
U
U
U
U
U
R&R 0.33' HMA
(~10'X10')
R&R 0.33' HMA
(~6'X16')
NO WORK ON BRIDGE DECK
R&R 0.33' HMA
(~53'X10')
CRACK FILL & SLURRY SEAL (TYPE II)
R&R 0.33' HMA
(~10'X6')
23+00
24+00
25+00
26+00
27+00
28+00
29+00
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS R&R 0.33' HMA
(~6'X33')
R&R 0.33' HMA
(~12'X35')
R&R 0.33' HMA
(~6'X26')
CRACK FILL & SLURRY SEAL (TYPE II)
30+00
31+00
32+00
33+00
34+00
35+00
DRIVEWAY
DRIVEWAY
STRIPING NOTES:
STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 63 - 67 FOR
STRIPING PLANS.
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
DATE
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_HOLLISTER AVENUE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
MATCHLINE - SEE SHEET
18 MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE SHEET
20 LEGEND
WATER VALVE
CRACK SEAL & SLURRY SEAL (TYPE II)
UTILITY MANHOLEU
REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
REMOVE & REPLACER&R
STORM DRAIN MANHOLESD
KEY MAP
NTS
HOLLISTER AVENUE
HOLLISTER AVENUE
BID ALTERNATE 1
HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD)
EX. CONCRETE EDGE
HOLLISTER AVENUE
THE RITZ-CARLTON
CATHEDRAL
CALLE REAL
OAKS ROAD
BACARA, SANTA BARBARA
SD
U
U
U
U
U
U
U
U
R&R 0.33' HMA
(~6'X6')
CRACK FILL & SLURRY SEAL (TYPE II)
NO WORK ON BRIDGE DECK
36+00
37+00
38+00
39+00
40+00
41+00
42+00
SD
SD
R&R 0.33' HMA
(~6'X26')
CRACK FILL & SLURRY SEAL (TYPE II)
R&R 0.33' HMA
(~8'X10')
43+00 44+00 45+00 46+00 47+00 48+00
R&R 0.33' HMA
(~9'X18')
STRIPING NOTES:
STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 63 - 67 FOR
STRIPING PLANS.
MATCHLINE - SEE SHEET
19 MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
LEGEND
WATER VALVE
CRACK SEAL & SLURRY SEAL (TYPE II)
STORM DRAIN MANHOLESD
REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
DATE
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_HOLLISTER AVENUE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
KEY MAP
NTS
MATCHLINE - SEE SHEET
21 HOLLISTER AVENUE
HOLLISTER AVENUE
REMOVE & REPLACER&R
BID ALTERNATE 1
HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD)
EX. CONCRETE EDGE
HOLLISTER AVENUE
THE RITZ-CARLTON
CATHEDRAL
CALLE REAL
OAKS ROAD
BACARA, SANTA BARBARA
SD
SD
R&R 0.33' HMA
(~6'X33')
CRACK FILL & SLURRY SEAL (TYPE II)
49+00
50+00
51+00 52+00 53+00 54+00
55+00
SD
BRPM
CRACK FILL & SLURRY SEAL (TYPE II)
56+00
57+00
58+00
59+00
60+00
61+00
62+00
CATHEDRAL OAKS ROAD
STRIPING NOTES:
STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 63 - 67 FOR
STRIPING PLANS.
LEGEND
WATER VALVE
CRACK SEAL & SLURRY SEAL (TYPE II)
STORM DRAIN MANHOLESD
REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
DATE
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_HOLLISTER AVENUE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
KEY MAP
NTS
MATCHLINE - SEE SHEET
20 MATCHLINE - SEE BELOW LEFT
HOLLISTER AVENUE
MATCHLINE - SEE ABOVE RIGHT
HOLLISTER AVENUE
REMOVE & REPLACER&R
BID ALTERNATE 1
HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD)
EX. CONCRETE EDGE
EX. PAVEMENT EDGE
BRPM
HOLLISTER AVENUE
10+00
11+00
12+00
13+00
14+00 15+00
16+00
TYPICAL SECTION NO. 10
STA 12+80: LIMIT OF COLD
PLANE & REPLACEMENT
INSTALL SHOULDER BACKING
C50
BRPM17+00 18+00 19+00 20+00 21+00
22+00
BRPM
MH
PROTECT EX. BOLLARDS IN PLACE
TYPICAL SECTION NO. 10
SEE SHEET 60 FOR
DRIVEWAY ENLARGEMENT
ARMITOS AVENUE
C52
C51
INSTALL SHOULDER BACKING
1 BRPM
BRPM
23+00 24+00 25+00
26+00
27+00
28+00
TYPICAL SECTION NO. 10
INSTALL SHOULDER BACKINGMH
PROTECT EX. BOLLARDS IN PLACE
C53
DEARBORN PL
HOLLISTER AVE
ARMITOS AVE
S KELLOGG AVE
CALLE REAL
SUMIDA GARDENS LN
ST JOSEPHS ST
CONSTRUCTION NOTES:
LOWER ALL UTILITY LIDS WITHIN THE PAVING LIMITS
PRIOR TO COLD PLANE.
CONTRACTOR SHALL COORDINATE WITH CITY
REPRESENTATIVE TO HAVE CITY ARBORIST
ONSITE TO MONITOR WORK.
1 STRIPING NOTES:
STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS -- - -- FOR
STRIPING PLANS.
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
DATE
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 2 & 3 & 9.DWG Plot Date: 12/14/2023 1:53 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
MATCHLINE A - SEE ABOVE RIGHT
MATCHLINE A - SEE BELOW LEFT
LEGEND
WATER VALVE
BRPM
BORING LOG
NO. HMA FABRIC (Y/N)
C50 4-1/2" Y
C51 5" Y
C52 5" Y
C53 4-1/2" 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).
BORING LOCATIONXX
INSTALL SHOULDER BACKING
UTILITY MANHOLEMH
INSTALL BOLLARD
MATCHLINE B - SEE BELOW LEFT
MATCHLINE B - SEE ABOVE RIGHT
KEY MAP
NTS
DEARBORN PLACE
DEARBORN PLACE
DEARBORN PLACE
TO NORTH END)
BID ALTERNATE 2
DEARBORN PLACE
(900' SOUTH OF ARMITOS AVENUE
LIGHT POLE (EX.)
INSTALL HEADERBOARD
(SEE PLAN FOR DEPTH)
REMOVE & REPLACE HMA
HMA PAVEMENT
COLD PLANE & REPLACE
BOLLARD (EX.)
EXIST. ELEVATION (APPROX)
PAVEMENT MARKER
BLUE REFLECTIVE
EP EDGE OF PAVEMENT
EG EXIST. GRADE
EX. CONCRETE EDGE
EX. PAVEMENT EDGE
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS R&R 0.67' HMA
(~11'X34')
R&R 0.67' HMA
(~10'X94')
R&R 0.67' HMA
(~6'X39')
R&R 0.67' HMA
(~18'X45')
R&R 0.67' HMA
(~22'X565')
R&R 0.67' HMA
(~6'X84')
R&R 0.67' HMA
(~12'X28')
R&R 0.67' HMA
(~6'X163')
R&R 0.67' HMA
(~22'X81')
R&R 0.67' HMA
(~6'X10')
R&R 0.67' HMA
(~6'X24')
R&R 0.67' HMA
(~6'X26')
R&R 0.67' HMA
(~6'X21')
R&R 0.67' HMA
(~6'X24')
HOLLISTER AVENUE
20+00 21+00 22+00
23+00
24+00
25+00
26+00
C1
R&R 0.67' HMA
(~11'X97')
R 1
R&R 0.67' HMA
(~11'X80') R&R 0.67' HMA
(~6'X48')
R&R 0.67' HMA
(~6'X45')
R&R 0.67' HMA
(~22'X565')
CONT.
R&R 0.67' HMA
(~6'X68')
R&R 0.67' HMA
(~6'X178')
R&R 0.67' HMA
(~6'X34')
26+00
27+00
28+00 29+00
BOLLAY DR
SANTA FELICIA DR
HOLLISTER AVE
CORTONA DR
GLEN ANNIE RD
CALLE REAL
STRIPING NOTES:
STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 69 - 70 FOR
STRIPING PLANS.
CONSTRUCTION NOTES:
CONTRACTOR SHALL COORDINATE WITH
CITY REPRESENTATIVE TO HAVE CITY
ARBORIST ONSITE TO MONITOR WORK.
1 REMOVE AND REPLACER&R
LEGEND
REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
DATE
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_STORKE RD.DWG Plot Date: 12/14/2023 1:52 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
R PRUNE & REMOVE TREE ROOTS
STORKE ROAD
STORKE ROAD
MATCHLINE - SEE SHEET 23
KEY MAP
NTS
BID ALTERNATE 3
STORKE ROAD
(HOLLISTER AVENUE TO US 101 ON-RAMP)
CRACK SEAL & MICRO-SURFACING W/ BLACK ROCK
XX CURB RAMP REFERENCE NUMBER (SEE SHEET 61)
C CURB RAMP CONFLICT (SEE SHEET 61)
EX. CONCRETE EDGE
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS R&R 0.67' HMA
(~11'X27')
R&R 0.67' HMA
(~24'X27')R&R 0.67' HMA
(~6'X107')
R&R 0.67' HMA
(~24'X17')
R&R 0.67' HMA
(~12'X105')
R&R 0.67' HMA
(~6'X22)
R&R 0.67' HMA
(~6'X23')
CITY OF GOLETA ROW (APPROXIMATE)CALTRANS ROW (APPROXIMATE) R&R 0.67' HMA
(~22'X565')
CONT.
US 101
SOUTHBOUND
OFF-RAMP
US 101
SOUTHBOUND
ON-RAMP
30+00 31+00 32+00 33+00 34+00
NO WORK ON BRIDGE DECK
BOLLAY DR
SANTA FELICIA DR
HOLLISTER AVE
CORTONA DR
GLEN ANNIE RD
CALLE REAL
STRIPING NOTES:
STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 69 - 70 FOR
STRIPING PLANS.
CONSTRUCTION NOTES:REMOVE AND REPLACER&R
CRACK SEAL & MICRO-SURFACING W/ BLACK ROCK
CONTRACT No.
PROJECT No.
ACCOUNT No.DATE
DATE
DATE
CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS
DESIGNED BY
DRAWN BY
BY
REVISIONS
DESCRIPTION
CHECK BY
REF. DATE
GOLETA, CA
SEAL:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_STORKE RD.DWG Plot Date: 12/14/2023 1:52 PM SCALE
2023 PAVEMENT
REHABILITATION PROJECT
MATCHLINE - SEE SHEET 22
STORKE ROAD
KEY MAP
NTS
BID ALTERNATE 3
STORKE ROAD
(HOLLISTER AVENUE TO US 101 ON-RAMP)
LEGEND
REMOVE & REPLACE HMA(SEE PLAN FOR DEPTH)
EX. CONCRETE EDGE