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HomeMy WebLinkAboutLD24-2802Permit Number: LD24-2802 LD - Utilities/ Excavation - Parallel Issued: 07/11/2024 Expired: 04/14/2025 Job Address: 45104 Putting Green Ct Legal Description: City of Temecula - Land Development Division 41000 Main Street - Temecula, CA 92590 Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033 Phone: (951) 308-6395 Fax: (951) 694-6475 Sofia Alvarez 2042 S Grove Ave Applicant: Hhs Construction, Llc 2042 S Grove Avenue Ontario, CA 91761 (909) 393-3322 Contractor: Utility Work Order Number: J-072395 Description: AT&T J-072395 WORK HOURS SHALL BE MONDAY - FRIDAY, NO HOLIDAYS, 9:00am - 3:30pm Location: Rainbow Canyon Rd Proposed work: Adjust three (3) AT&T manholes as shown on sheets 3, 6 & 8 of City of Temecula plans "RAINBOW CANYON ROAD PAVEMENT REHABILITATION PW22-15, LD24-2802" All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD24-2802 Permittee shall comply with all applicable Traffic Control General Notes. Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times. Concrete repair shall be in accordance with City Standards and the Greenbook. Trench repair shall be in accordance with City Standard Drawing 407. Final compaction test results shall be provided by a soils engineer. Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook. All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of Public Works Inspector. Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work. Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities***** Permit Number: LD24-2802 LD - Utilities/ Excavation - Parallel Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of project. Permittee Responsibilities This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407. 3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element streets. 2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133 A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee shall contact LDInspections@TemeculaCA.gov to schedule a meeting. 1. 4. Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance. Contractor is required to provide protection of the City storm drain system. 5. Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted. No work shall be allowed during City-recognized holidays." 6. THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED PROVISIONS: All U.S.A. mark outs shall be removed prior to completion of project.7. 8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of Liability prior to start of work. 9.Should there be any claim against the City and the property owner with the encroachment being the proximate cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will remove and bill the owner. 10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is understood that this permit is limited to the work described herein and that all work is to be done in compliance with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or replacement of any existing improvement damaged by the doing of the work I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether herein stated or not. 11. 12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit. ******Contractor and all subcontractors shall be present at the pre-construction meeting; otherwise, the meeting will be rescheduled to a later date****** Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13. Permitee Date Page 2 of 3 Permit Number: LD24-2802 LD - Utilities/ Excavation - Parallel City Engineer or Authorized Representative Date 07/11/2024 Page 3 of 3 FIBER OPTIC CABLE ROUTE OUTSIDE PLANT CONSTRUCTION 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT DESIGN: VICTOR PARRA PHONE 909-393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM HHS CONGRUEX©A COMPANY SUBMITTAL FOR TRAFFIC CONTROL MCImetro ACCESS TRANSMISSION SERVICES, LLC RAINBOW CANYON RD & BIRDIE DR TEMECULA FQNID:RAINBOW CANYON RD (PW22-15) JOB # J-072395 LD24-2802 D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED TRENCH WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER FOR VEHICLES SYM SHEET 2 OF 4PROJECT ID: J-072395 LOCATION:RAINBOW CANYON RD AND BIRDIE DR TEMECULA, CA 92592 UNDERGROUND SERVICE ALERT C A L L B E F O R E YO U D I G ! Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG DESCRIPTION WORK LOCATION TRAFFIC CONE TYPE III BARRICADE FLASHING ARROW SIGN DIRECTION OF TRAVEL SYM AREA SIGN FLAGGER FOR PEDESTRIANS SIGNALIZED STOP LIGHT A* 25 30 35 40 45 50 100 250 250 250 350 350 125 180 540 600 65 90 125 160 270 300 45 60 85 110 180 200 160 205 260 315 380 450 SPEED "S" MPH 55 500 660 330 220 520 60 500 720 360 240 600 50 60 70 80 90 25 30 35 40 45 50 50 50 100 100 100 (2) 245 320 TABLE "A" * FOR 12' LANE WIDTH. IF LANE IS WIDER THEN 12', THE L, 1/2L & 1/3L SHALL INCREASE PROPORTIONATELY. RECOMMENDED TAPER, BUFFER AND SIGN SPACING SIGN SPACING FT B* MERGING FT C* SHIFTING FT D* SHOULDER FT E* BUFFER SPACE FT MAXIMUM CHANNELIZER SPACING FT MAXIMUM CHANNELIZER SPACING FT TAPER L TAPER 1/2 L TAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT DESIGN: VICTOR PARRA PHONE 909-393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM HHS CONGRUEX©A COMPANY TRAFFIC CONTROL TYPICAL PLAN 0 SCALE: 1"=40' 40'80' WORK DURATION: 2 DAYS VICINITY MAP N.T.S. N.T.S. RAINBOW CANYON RD WORK HOURS: 9:00AM TO 3:30PM LOC 1 MH 108 TYPICAL LOC 1 LOC 2 LOC 3 LD24-2802 7/10/24 R E V I S I O N S D E S C R I P T I O N SDATENO. REDLINES1 CONSTRUCTION NOTE: CONTRACTOR TO MAINTAIN MIN. 4' CLEARANCE IN ORDER TO MEET ADA REQUIREMENTS OR PROVIDE FLAGGER TO ESCORT PEDESTRIANS THROUGH WORK AREA AT ALL TIMES. D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED TRENCH WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER FOR VEHICLES SYM SHEET 3 OF 4PROJECT ID: J-072395 LOCATION:RAINBOW CANYON RD AND BIRDIE DR TEMECULA, CA 92592 UNDERGROUND SERVICE ALERT C A L L B E F O R E YO U D I G ! Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG DESCRIPTION WORK LOCATION TRAFFIC CONE TYPE III BARRICADE FLASHING ARROW SIGN DIRECTION OF TRAVEL SYM AREA SIGN FLAGGER FOR PEDESTRIANS SIGNALIZED STOP LIGHT A* 25 30 35 40 45 50 100 250 250 250 350 350 125 180 540 600 65 90 125 160 270 300 45 60 85 110 180 200 160 205 260 315 380 450 SPEED "S" MPH 55 500 660 330 220 520 60 500 720 360 240 600 50 60 70 80 90 25 30 35 40 45 50 50 50 100 100 100 (2) 245 320 TABLE "A" * FOR 12' LANE WIDTH. IF LANE IS WIDER THEN 12', THE L, 1/2L & 1/3L SHALL INCREASE PROPORTIONATELY. RECOMMENDED TAPER, BUFFER AND SIGN SPACING SIGN SPACING FT B* MERGING FT C* SHIFTING FT D* SHOULDER FT E* BUFFER SPACE FT MAXIMUM CHANNELIZER SPACING FT MAXIMUM CHANNELIZER SPACING FT TAPER L TAPER 1/2 L TAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT DESIGN: VICTOR PARRA PHONE 909-393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM HHS CONGRUEX©A COMPANY TRAFFIC CONTROL TYPICAL PLAN 0 SCALE: 1"=40' 40'80' WORK DURATION: 2 DAYS RAINBOW CANYON RD WORK HOURS: 9:00AM TO 3:30PM LOC 2 MH TYPICAL VICINITY MAP N.T.S. N.T.S. LOC 1 LOC 2 LOC 3 LD24-2802 7/10/24 R E V I S I O N S D E S C R I P T I O N SDATENO. 1 REDLINES RA I N B O W C A N Y O N R D 35 M P H FO C RO W FO C RO W SI D E W A L K SI D E W A L K 26 0 ' BU F F E R S P A C E 12 5 ' SH I F T I N G T A P E R ROAD AHEAD (W20-1) WORK NARROWS ROAD (W5-1) W1-3 (LT) 25 0 ' 25 0 ' 25 0 ' ROAD WORK END (G20-2) (R4-7a) RIGHT KEEP (W1-6L) FOC ROW SI D E W A L K FOC ROW FO C RO W FO C RO W RAI N B O W C A N Y O N R D 35 M P H BI R D I E D R 25 M P H SI D E W A L K SI D E W A L K SI D E W A L K ROAD AHEAD (W20-1) WORK NARROWS ROAD (W5-1) W1-3 (RT) 26 0 ' BU F F E R S P A C E 12 5 ' SH I F T I N G T A P E R 25 0 ' 25 0 ' 25 0 ' ROAD WORK END (G20-2) ROAD AHEAD (W20-1) WORK 100' ROAD WORK END (G20-2) (R4-7a) RIGHT KEEP (R4-7a) RIGHT KEEP 14' 15'14' 12 ' 12 ' (W1-6R) CONSTRUCTION NOTE: CONTRACTOR TO MAINTAIN MIN. 4' CLEARANCE IN ORDER TO MEET ADA REQUIREMENTS OR PROVIDE FLAGGER TO ESCORT PEDESTRIANS THROUGH WORK AREA AT ALL TIMES. D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED TRENCH WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER FOR VEHICLES SYM SHEET 4 OF 4PROJECT ID: J-072395 LOCATION:RAINBOW CANYON RD AND BIRDIE DR TEMECULA, CA 92592 UNDERGROUND SERVICE ALERT C A L L B E F O R E YO U D I G ! Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG DESCRIPTION WORK LOCATION TRAFFIC CONE TYPE III BARRICADE FLASHING ARROW SIGN DIRECTION OF TRAVEL SYM AREA SIGN FLAGGER FOR PEDESTRIANS SIGNALIZED STOP LIGHT A* 25 30 35 40 45 50 100 250 250 250 350 350 125 180 540 600 65 90 125 160 270 300 45 60 85 110 180 200 160 205 260 315 380 450 SPEED "S" MPH 55 500 660 330 220 520 60 500 720 360 240 600 50 60 70 80 90 25 30 35 40 45 50 50 50 100 100 100 (2) 245 320 TABLE "A" * FOR 12' LANE WIDTH. IF LANE IS WIDER THEN 12', THE L, 1/2L & 1/3L SHALL INCREASE PROPORTIONATELY. RECOMMENDED TAPER, BUFFER AND SIGN SPACING SIGN SPACING FT B* MERGING FT C* SHIFTING FT D* SHOULDER FT E* BUFFER SPACE FT MAXIMUM CHANNELIZER SPACING FT MAXIMUM CHANNELIZER SPACING FT TAPER L TAPER 1/2 L TAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT DESIGN: VICTOR PARRA PHONE 909-393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM HHS CONGRUEX©A COMPANY TRAFFIC CONTROL PLAN 0 SCALE: 1"=40' 40'80' WORK DURATION: 2 DAYS RAINBOW CANYON RD & BIRDIE DR WORK HOURS: 9:00AM TO 3:30PM SEE ABOV E R I G H T "A" MATCH L I N E " A " SEE BELO W L E F T "A" MATCH L I N E " A " LOC 3 MH 105 VICINITY MAP N.T.S. N.T.S. LOC 1 LOC 2 LOC 3 LD24-2802 7/10/24 R E V I S I O N S D E S C R I P T I O N SDATENO. 1 REDLINES Know what's below. before you dig.Call R PLANNING ENGINEERING SURVEYING 41689 Enterprise Circle North, Suite 126 Temecula, Ca. 92590 951-695-8900 951-695-8901 Fax CITY OF TEMECULA ’ ’ ’ ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY 1 Mobilization / Demobilization LS 1 2 Clearing and Grubbing LS 1 3 Engineering / Construction Surveying LS 1 4 Traffic Control LS 1 5 NPDES Compliance LS 1 6 Unclassified Excavation/Fill CY 100 7 Cold Mill – 3/4” (0.06’) – Residential SY 12,034 8 Leveling Course – 3/4” (0.06’) – Residential TON 468 9 Asphalt Rubber Aggregate Membrane (ARAM) – 3/8” (0.03’) – Residential SY 12,034 10 Asphalt Rubber Hot Mix (ARHM) – 1.2” (0.1’) Residential TON 780 11 Cold Mill at Gutter Lip - 2” (0.17’)- Residential LF 4,823 12 Cold Mill – 1.2” (0.1’) – Arterial SY 18,164 13 Leveling Course – 1.2” (0.1’) – Arterial TON 1,177 14 Asphalt Rubber Aggregate Membrane (ARAM) – 3/8” (0.03’) – Arterial. SY 40,985 15 Asphalt Rubber Hot Mix (ARHM) – 1.2” (0.1’) Arterial TON 2,656 16 Grind Existing AC Pavement and Overlay (0.10’) Min (Bayhill Drive) SF 123 17 Construct AC Berm LF 150 18 Remove and Replace Curbs & Gutters (TYPE A-6) LF 150 19 Sawcut Existing Pavement LF 158 20 Construct Cross Gutter SF 1,872 21 Remove and Replace Full-Depth AC Pavement (Slot Patch) SF 177 22 Construct Curb Return with ADA Ramp EA 4 23 Install K-Rail Barrier Fence LF 135 24 Install Shoulder Backing TN 250 25 Remove Existing Cross Gutter & Spandrel SF 1,488 26 Remove Existing Curb Return and Sidewalk SF 1,278 27 Remove Existing A.C. Pavement (Bayhill Drive) SF 128 28 Remove Existing Pavers SF 235 29 Replace Existing Pavers (In-Kind) SF 178 30 Adjust Storm Drain Manhole to Grade EA 2 31 Adjust Sewer Manhole to Grade (EMWD) EA 7 32 Adjust Existing Vlave Cover to Grade (RCWD) EA 2 33 Apply White Continuous Edgeline Striping (Detail 27B) LF 10,306 34 Apply Double Yellow Centerline Striping (Detail 22) LF 7,746 35 Apply Double Yellow Median Striping (Detail 29) LF 256 36 Apply Channelizing Line (Detail 38) LF 843 37 Apply Thermoplastic Limit Line [STOP] LF 55 38 Apply Thermoplastic "Continental" Crosswalk LF 43 39 Apply Thermoplastic (Type IV) Left Arrow SF 135 40 Apply Thermoplastic (Type IV) Right Arrow SF 75 41 Apply Thermoplastic "Keep Clear" Legend SF 102 42 Apply Thermoplastic "Signal Ahead" Legend SF 63 43 Apply Thermoplastic "35" Legend SF 83 44 Apply White Thermoplastic "Yield" Line LF 40 45 Install "R2-1" (35 MPH) Sign EA 5 46 Install "R1-5" (Pedestrian Crossing) Sign EA 2 47 Replace Existing Sign w/Neon Yellow Reflective "Golf Cart Crossing" Sign EA 2 48 Remove and Salvage Existing Sign EA 2 49 Install "Type E" Loop Detector EA 11 50 Install "Type F" Loop Detector EA 3 51 FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON (RRFB) EA 2 52 Crushed Aggregate Base TN 15 ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY 1 Mobilization / Demobilization LS 1 2 Clearing and Grubbing LS 1 3 Engineering / Construction Surveying LS 1 4 Traffic Control LS 1 5 NPDES Compliance LS 1 6 Unclassified Excavation/Fill CY 100 7 Cold Mill – 3/4” (0.06’) – Residential SY 12,034 8 Leveling Course – 3/4” (0.06’) – Residential TON 468 9 Asphalt Rubber Aggregate Membrane (ARAM) – 3/8” (0.03’) – Residential SY 12,034 10 Asphalt Rubber Hot Mix (ARHM) – 1.2” (0.1’) Residential TON 780 11 Cold Mill at Gutter Lip - 2” (0.17’)- Residential LF 4,823 12 Cold Mill – 1.2” (0.1’) – Arterial SY 18,164 13 Leveling Course – 1.2” (0.1’) – Arterial TON 1,177 14 Asphalt Rubber Aggregate Membrane (ARAM) – 3/8” (0.03’) – Arterial. SY 40,985 15 Asphalt Rubber Hot Mix (ARHM) – 1.2” (0.1’) Arterial TON 2,656 16 Grind Existing AC Pavement and Overlay (0.10’) Min (Bayhill Drive) SF 123 17 Construct AC Berm LF 150 18 Remove and Replace Curbs & Gutters (TYPE A-6) LF 150 19 Sawcut Existing Pavement LF 158 20 Construct Cross Gutter SF 1,872 21 Remove and Replace Full-Depth AC Pavement (Slot Patch) SF 177 22 Construct Curb Return with ADA Ramp EA 4 23 Install K-Rail Barrier Fence LF 135 24 Install Shoulder Backing TON 250 25 Remove Existing Cross Gutter & Spandrel SF 1,488 26 Remove Existing Curb Return and Sidewalk SF 1,278 27 Remove Existing A.C. Pavement (Bayhill Drive) SF 128 28 Remove Existing Pavers SF 235 29 Replace Existing Pavers (In-Kind) SF 178 30 Adjust Storm Drain Manhole to Grade EA 2 31 Adjust Sewer Manhole to Grade (EMWD) EA 7 32 Adjust Existing Vlave Cover to Grade (RCWD) EA 2 33 Apply White Continuous Edgeline Striping (Detail 27B) LF 10,306 34 Apply Double Yellow Centerline Striping (Detail 22) LF 7,746 35 Apply Double Yellow Median Striping (Detail 29) LF 256 36 Apply Channelizing Line (Detail 38) LF 843 37 Apply Thermoplastic Limit Line [STOP] LF 55 38 Apply Thermoplastic "Continental" Crosswalk LF 43 39 Apply Thermoplastic (Type IV) Left Arrow SF 135 40 Apply Thermoplastic (Type IV) Right Arrow SF 75 41 Apply Thermoplastic "Keep Clear" Legend SF 102 42 Apply Thermoplastic "Signal Ahead" Legend SF 63 43 Apply Thermoplastic "35" Legend SF 83 44 Apply White Thermoplastic "Yield" Line LF 40 45 Install "R2-1" (35 MPH) Sign EA 5 46 Install "R1-5" (Pedestrian Crossing) Sign EA 2 47 Replace Existing Sign w/Neon Yellow Reflective "Golf Cart Crossing" Sign EA 2 48 Remove and Salvage Existing Sign EA 2 49 Install "Type E" Loop Detector EA 11 50 Install "Type F" Loop Detector EA 3 51 FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON (RRFB) EA 2 52 Crushed Aggregate Base TON 15 4/26/24 5/1/2024 ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY 1 Mobilization / Demobilization LS 1 2 Clearing and Grubbing LS 1 3 Engineering / Construction Surveying LS 1 4 Traffic Control LS 1 5 NPDES Compliance LS 1 6 Unclassified Excavation/Fill CY 100 7 Cold Mill – 3/4” (0.06’) – Residential (Sta. 166+00 to Pechanga Pkwy) SY 12,034 8 Leveling Course – 3/4” (0.06’) – Residential (Sta. 166+00 to Pechanga Pkwy) TON 468 9 Asphalt Rubber Aggregate Membrane (ARAM) – 3/8” (0.03’) – Residential (Sta. 166+00 to Pechanga Pkwy)SY 12,034 10 Asphalt Rubber Hot Mix (ARHM) – 1.2” (0.1’) Residential (Sta. 166+00 to Pechanga Pkwy)TON 780 11 Cold Mill at Gutter Lip - 2” (0.17’)- Residential (Sta. 166+00 to Pechanga Pkwy) LF 4,823 12 Cold Mill – 1.2” (0.1’) – Arterial (Sta. 166+00 to Southern City Limits) SY 18,164 13 Leveling Course – 1.2” (0.1’) – Arterial (Sta. 166+00 to Southern City Limits) TON 1,177 14 Asphalt Rubber Aggregate Membrane (ARAM) – 3/8” (0.03’) – Arterial (Sta. 166+00 to Southern City Limits)SY 40,985 15 Asphalt Rubber Hot Mix (ARHM) – 1.2” (0.1’) Arterial (Sta. 166+00 to Southern City Limits)TON 2,656 16 Grind Existing AC Pavement and Overlay (0.10’) Min (Bayhill Drive) SF 123 17 Construct AC Berm LF 150 18 Remove and Replace Curbs & Gutters (TYPE A-6) LF 150 19 Sawcut Existing Pavement LF 158 20 Construct Cross Gutter SF 1,872 21 Remove and Replace Full-Depth AC Pavement (Slot Patch) SF 177 22 Construct Curb Return with ADA Ramp EA 4 23 Install K-Rail Barrier Fence LF 135 24 Install Shoulder Backing TON 250 25 Remove Existing Cross Gutter & Spandrel SF 1,488 26 Remove Existing Curb Return and Sidewalk SF 1,278 27 Remove Existing A.C. Pavement (Bayhill Drive) SF 128 28 Remove Existing Pavers SF 235 29 Replace Existing Pavers (In-Kind) SF 178 30 Adjust Storm Drain Manhole to Grade EA 2 31 Adjust Sewer Manhole to Grade (EMWD) EA 7 32 Adjust Existing Vlave Cover to Grade (RCWD) EA 2 33 Apply White Continuous Edgeline Striping (Detail 27B) LF 10,306 34 Apply Double Yellow Centerline Striping (Detail 22) LF 7,746 35 Apply Double Yellow Median Striping (Detail 29) LF 256 36 Apply Channelizing Line (Detail 38) LF 843 37 Apply Thermoplastic Limit Line [STOP] LF 55 38 Apply Thermoplastic "Continental" Crosswalk LF 43 39 Apply Thermoplastic (Type IV) Left Arrow EA 9 40 Apply Thermoplastic (Type IV) Right Arrow EA 5 41 Apply Thermoplastic "Keep Clear" Legend EA 4 42 Apply Thermoplastic "Signal Ahead" Legend EA 2 43 Apply Thermoplastic "35" Legend EA 5 44 Apply White Thermoplastic "Yield" Line LF 40 45 Install "R2-1" (35 MPH) Sign EA 5 46 Install "R1-5" (Pedestrian Crossing) Sign EA 2 47 Replace Existing Sign w/Neon Yellow Reflective "Golf Cart Crossing" Sign EA 2 48 Remove and Salvage Existing Sign EA 2 49 Install "Type E" Loop Detector EA 11 50 Install "Type F" Loop Detector EA 3 51 Temporary (hardwire) Video Detection System EA 1 52 Furnish and Install Rectangular Rapid Flashing Beacon (RRFB) EA 2 53 Crushed Aggregate Base TON 15 05/01/2024 S LS LS ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY 1 Mobilization / Demobilization LS 1 2 Clearing and Grubbing LS 1 3 Engineering / Construction Surveying LS 1 4 Traffic Control LS 1 5 NPDES Compliance LS 1 6 Unclassified Excavation/Fill CY 100 7 Cold Mill – 3/4” (0.06’) – Residential (Approx. Sta. 166+00 TO 193+92) SY 12,034 8 Leveling Course – 3/4” (0.06’) – Residential (Approx. Sta. 166+00 TO 193+92) TON 468 9 Asphalt Rubber Aggregate Membrane (ARAM) – 3/8” (0.03’) – Residential (Approx. Sta. 166+00 TO 193+92)SY 12,034 10 Asphalt Rubber Hot Mix (ARHM) – 1.2” (0.1’) Residential (Approx. Sta. 166+00 TO 193+92)TON 780 11 Cold Mill at Gutter Lip - 2” (0.17’)- Residential (Approx. Sta. 166+00 TO 193+92) LF 4,823 12 Cold Mill – 1.2” (0.1’) – Arterial (Approx. Sta. 113+85 TO 166+00) SY 18,164 13 Leveling Course – 1.2” (0.1’) – Arterial (Approx. Sta. 113+85 TO 166+00) TON 1,177 14 Asphalt Rubber Aggregate Membrane (ARAM) – 3/8” (0.03’) – Arterial (Approx. Sta. 113+85 TO 166+00)SY 40,985 15 Asphalt Rubber Hot Mix (ARHM) – 1.2” (0.1’) Arterial (Approx. Sta. 113+85 TO 166+00)TON 2,656 16 Grind Existing AC Pavement and Overlay (0.10’) Min (Bayhill Drive) SF 123 17 Construct AC Berm LF 150 18 Remove and Replace Curbs & Gutters (TYPE A-6) LF 150 19 Sawcut Existing Pavement LF 158 20 Construct Cross Gutter SF 1,872 21 Remove and Replace Full-Depth AC Pavement (Slot Patch) SF 177 22 Construct Curb Return with ADA Ramp EA 4 23 Install K-Rail Barrier Fence LF 135 24 Install Shoulder Backing TON 250 25 Remove Existing Cross Gutter & Spandrel SF 1,488 26 Remove Existing Curb Return and Sidewalk SF 1,278 27 Remove Existing A.C. Pavement (Bayhill Drive) SF 128 28 Remove Existing Pavers SF 235 29 Replace Existing Pavers (In-Kind) SF 178 30 Adjust Storm Drain Manhole to Grade EA 2 31 Adjust Sewer Manhole to Grade (EMWD) EA 7 32 Adjust Existing Vlave Cover to Grade (RCWD) EA 2 33 Apply White Continuous Edgeline Striping (Detail 27B) LF 10,306 34 Apply Double Yellow Centerline Striping (Detail 22) LF 7,746 35 Apply Double Yellow Median Striping (Detail 29) LF 256 36 Apply Channelizing Line (Detail 38) LF 843 37 Apply Thermoplastic Limit Line [STOP] LF 55 38 Apply Thermoplastic "Continental" Crosswalk LF 43 39 Apply Thermoplastic (Type IV) Left Arrow EA 9 40 Apply Thermoplastic (Type IV) Right Arrow EA 5 41 Apply Thermoplastic "Keep Clear" Legend EA 4 42 Apply Thermoplastic "Signal Ahead" Legend EA 2 43 Apply Thermoplastic "35" Legend EA 5 44 Apply White Thermoplastic "Yield" Line LF 40 45 Install "R2-1" (35 MPH) Sign EA 5 46 Install "R1-5" (Pedestrian Crossing) Sign EA 2 47 Replace Existing Sign w/Neon Yellow Reflective "Golf Cart Crossing" Sign EA 2 48 Remove and Salvage Existing Sign EA 2 49 Install "Type E" Loop Detector EA 11 50 Install "Type F" Loop Detector EA 3 51 Temporary (hardwire) Video Detection System EA 1 52 Furnish and Install Rectangular Rapid Flashing Beacon (RRFB) EA 2 53 Crushed Aggregate Base TON 15