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Home My WebLink AboutItem 5d. Authorization to Advertise Area 6 & 7 Curb Ramps Construction (Spec. 1000558) Item 5d Department: Public Works Cost Center: 5002 For Agenda of: 2/15/2022 Placement: Consent Estimated Time: N/A FROM: Matt Horn, Public Works Director Prepared By: Hai Nguyen, Engineer III SUBJECT: AUTHORIZATION TO ADVERTISE AREA 6 & 7 CURB RAMPS CONSTRUCTION, SPECIFICATION NO. 1000558 RECOMMENDATION 1. Approve the project plans and specifications for Area 6 & 7 Curb Ramps, Specification Number 1000558; and 2. Authorize staff to advertise for bids; and 3. Authorize the City Manager to award the Construction Contract pursuant to Section 3.24.190 of the Municipal Code for the bid total, if the lowest responsible bid is within the publicly disclosed funding amount of $890,000; and 4. Adopt a Resolution entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, authorizing use of Capital Projects Reserve Fund to support Curb Ramp Construction Work for Area 6 & 7 Curb Ramps, Specification No. 1000558” and appropriate $1,000,000 from the Capital Projects Reserve Fund to the Project Account 1000558; and 5. Approve a transfer of $1,000,000 from Streets Resurfacing and Reconstruction Account (90346) to the Capital Projects Reserve Fund on July 1, 2022; and 6. Authorize the City Manager to execute Contract Change Orders in excess of $100,000. DISCUSSION Background The City’s Pavement Maintenance Plan (Pavement Plan) was adopted by the City Council on April 14, 1998. The Pavement Plan was updated to provide additional emphasis on arterial street maintenance in 2009. A key element of the Pavement Plan is the establishment of a rotating and methodical approach to ensuring all areas of the City receive regular preventative or corrective maintenance. This year, program funding is planned to be used to seal neighborhood streets within Area 6 and 7 as well as seal portions of Area 9 (Downtown) that was deferred from the 2021 Street Maintenance Project in order to not magnify the economic impacts of COVID- 19. Page 31 of 199 Item 5d In addition to roadway maintenance, striping improvements and curb ramps will be constructed to meet current ADA and City standards. In order to expedite project delivery and reduce construction cost, staff separated the curb ramp upgrades from the street sealing work and has prepared a separate bid package. It is important to finish the curb ramp upgrades prior to sealing of streets in order to have uniform finish and reduce the likelihood of water intrusion into the roadway. Project Staff is requesting authorization to advertise the Area 6 & 7 Curb Ramps (Project) to allow for curb ramp construction prior to the summer months. Curb ramps are required to be completed prior to roadway sealing or paving activity – the proposed approach with early construction of curb ramps will allow slurry seal implementation during the summer months as heat is critical in the curing process of the slurry treatment. The project is structured with a Base Bid and one Additive Alternative A to maximize the scope of work within funding limits. The Project’s Base Bid includes the construction of 33 new curb ramps and replacement of 1 curb ramp to meet current ADA standards (Attachment D) and improve access for those with mobility challenges. The Project’s Additive Alternative A includes the replacement of 4 curb ramps and paving at the intersection of Broad and Palm. The strategy is to award the contract with the Base Bid and Additive Alternative A as funding will allow, up to the Publicly Disclosed Funding amount of $890,000 in compliance with Public Contract Code Section 20103.8(c). If the lowest responsive bid submitted by a responsible contractor is in excess of the Publicly Disclosed Funding amount the Additive Alternate will not be recommended for award. Previous Council or Advisory Body Action This project was originally identified in the 2021-23 Financial Plan that was approved by Council. Policy Context Consistent with the October 2018 Purchasing Policy Update to the July 2015 Financial Management Manual, Council approval must be obtained before this proceeding with this project, as approval is required for Public Projects that cost over $175,000. Page 32 of 199 Item 5d The Capital Projects Reserve Fund policy is described in the 2021-23 Financial Plan (page 551). “The City will maintain a restricted reserve for the purpose of offsetting unanticipated cost increase, unforeseen conditions, and urgent unanticipated projects to provide investment in infrastructure maintenance and enhancement. Use and allocations of funds from the Capital Projects Reserve Fund will be made to Capital Projects including Major Facility Replacement upon Council approvals as necessary during any fiscal year.” The urgency of this request for CIP Reserve funding is primarily to prevent unanticipated cost increases and avoid delays in delivery of the Summer 2022 Slurry Seal project. Early delivery of this project will result in lower costs and fewer delays on the Summer 2022 Slurry Seal project. If the Area 6 & 7 Curb Ramp Project is unable to be constructed in advance of the sealing project, it is likely that the completion of the Summer 2022 Slurry Seal Project will experience weather related delays, resulting in delay of project completion. Additionally, City Charter Section 804 permits Council to make changes to the adopted budget. Public Engagement Public engagement was conducted during the initial identification of this Project to be included in the 2021-23 Financial Plan. On October 7, 2021, a community-wide virtual workshop was held to inform the public of the project and its scope and to request input on proposed designs. CONCURRENCE This project has been reviewed and has concurrence from the Transportation Manager and City Engineer. ENVIRONMENTAL REVIEW This project is categorically exempt from environmental review pursuant to section 15301 of the CEQA Guidelines (Existing Facilities) since it is a maintenance and replacement project. A Notice of Exemption will be filed through the Community Development Department. Page 33 of 199 Item 5d FISCAL IMPACT Budgeted: Yes Budget Year: 2022-23 Funding Identified: Yes Fiscal Analysis: Funding Sources Total Budget Available Current Funding Request Remaining Balance Annual Ongoing Cost General Fund $2,602,000 $1,000,000 $1,602,000 $ State Federal Fees SB1 Fund: $914,258 $914,258 Total $3,516,258 $1,000,000 $2,516,258 $ General Fund SB1 Fund Base Bid Estimate $780,000 $0 $780,000 Add Alt A Estimate $110,000 $0 $110,000 Contingencies $100,000 $0 $100,000 Total for Construction $990,000 $0 $990,000 Materials Testing $9,500 $0 $9,500 Printing $500 $0 $500 Total Curb Ramp Cost $1,000,000 $0 $1,000,000 Slurry Seal Project Cost $1,585,742 $914,258 $2,500,000 90346: FY 2022-23 Available Budget $2,452,000 $914,258 $3,366,258 2022 Mid-Year Budget Request $150,000 $0 $150,000 Total Budget $2,602,000 $914,258 $3,516,258 Remaining Balance:$16,258 $0 $16,258 Street R&R Account (90346)Projrect Total Costs Area 6 & 7 Curb Ramps, Specification No. 1000558 Funding in the amount of $3,366,258 (Capital Project No. 90346) was approved with adoption of the 2021-23 Financial Plan for Fiscal Year 2022 -23 (beginning July 1st) to support pavement management work, which includes slurry sealing, striping improvements, and curb ramp construction work. Furthermore, an additional $150,000 has been approved for appropriation with the FY2022 Mid-Year Budget Update to provide sufficient funding for pavement management. The table above shows that current funding will be adequate to support the curb ramp construction work and the summer slurry seal project. Page 34 of 199 Item 5d Funding for the necessary curb ramp construction work is recommended to be appropriated from the Capital Projects Reserve Fund in the amount of $1,000,000 to the Project Account 1000558, allowing the Area 6 & 7 Curb Ramps Project to be awarded and begin construction prior to July 2022. This will result in the completion of a critical project in advance of the Summer 2022 Slurry Seal project, minimizing construction delays and public impacts. Upon appropriation of $3,366,258 on July 1, 2022 to the Street Resurfacing and Reconstruction Account (90346), it is recommended that $1,000,000 be transferred back to the Capital Projects Revere Fund. A balance of approximately $1.6 million is available from the Capital Projects Reserve Fund and is sufficient to support this request. ALTERNATIVES Deny Authorization to advertise. The City Council may choose not to authorize project advertisement. Staff does not recommend this option, as curb ramp construction is necessary to allow slurry seal implementation during the summer months and avoid prolonging the sealing project into the winter months. ATTACHMENTS A - Project Plans (1000558) B - Project Specifications (1000558) C – Draft Resolution authorizing use of Capital Projects Reserve Fund to support Area 6 & 7 Curb Ramps D - Project Vicinity Map (1000558) Page 35 of 199 Page 36 of 199 C3C3C3C4C4C4C5C5C5C5C8C8C6C6C6C7C7C7C8C8CURB RAMP LOCATION &SHEET NUMBER (TYP.)C9C9C10C10C11C11C11C11C12C12general notes:SPECIFICATION NO. DATE SHEETJANUARY 20221000558FILE NO./LOCATION1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESEPLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS ANDENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED).2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEETO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRALCALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TOSTART OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OILAND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR ORPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THELOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE ORUNDERGROUND FACILITIES.3. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C-8" LICENSE ATTHE TIME THE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THECONTRACT.4. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THEVICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATIONHEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THECONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTINGIMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, ANDMUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THESATISFACTION OF THE ENGINEER.5. THESE PLANS DO NOT INDICATE OVERHEAD LINES. CONTRACTOR SHALLTAKE CARE DURING CONSTRUCTION TO AVOID CONTACT WITH ORDAMAGE TO EXISTING OVERHEAD LINES.6. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGEDDURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THESATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLEEXPENSE.7. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIESWITH SERVICES IN THE AREA PRIOR TO COMMENCING CONSTRUCTIONACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTEDBY CONSTRUCTION.8. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'SLICENSED LAND SURVEYOR SHALL FILE A CORNER RECORD IN THEOFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACHEXISTING MONUMENT WITHIN THE PROJECT AREA THAT HAS THEPOTENTIAL TO BE DISTURBED.9. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATEDWITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEYMONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYSPRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BYA CALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDEPREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPOCOUNTY.san luis obispo county, californiaindex to planssheet no. descriptionT1T2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17COVER SHEETLEGEND AND NOTESGALLEON AND ROYALLAKEVIEW AND GULFGALLEON AND NEWPORTGALLEON AND CORALOCEANAIRE AND ATASCADEROOCEANAIRE AND LAKEVIEWOCEANAIRE AND BALBOAATASCADERO AND GULFATASCADERO AND BORONDALA ENTRADA AND DEL NORTELA ENTRADA AND RAMONACERRO ROMAULDO AND LA CANADACERRO ROMAULDO AND SANTA LUCIACERRO ROMAULDO AND JEFFREYCUESTA AND FELTONBROAD AND PALMBROAD AND PALM INTERSECTION PAVINGBROAD AND PALM DETAILSLINCOLN ST/ BROAD ST DEMOLITION PLANLINCOLN ST/ BROAD ST. IMPROVEMENT PLANReference Documents:City Standard Specifications - 2020 EditionCity Engineering Standards - 2020 Edition17T1ofAREA 6 & 7 CURB RAMPSAPPROVED BYBrian A. Nelson, City Engineer R.C.E. C79870 Approved Date No. C 79870AREA 7AREA 6AREA 6 CURB RAMPSAREA 7 CURB RAMPSADDITIVE ALTERNATIVE A - BROAD AND PALMLINCOLN AND BROAD CURB RAMPSPage 37 of 199 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HNN/AT2CIVILNo. C 84733HAI-LONG Q. NGUYE NLEGEND AND NOTESLEGENDCONSTRUCTION NOTES(N) CONCRETE(N) 6" FULL DEPTH AC REPLACEMENT(N) TRUNCATED DOMES(E) PAVERS(E) LANDSCAPING (SEE GENERAL NOTES 4&5)RE-GRADE TO MATCH NEW GRADEREMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD.7210. EXISTING SIGNS TO BE REUSEDRESET (E) PAVERS TO NEW GRADEREPLACE (E) PLANTER CONCRETE TO MATCH NEW GRADEREPLACE (E) 3" SIDEWALK UNDERDRAIN PER ENG. STD. 3415.ADJUST AND RESET MONUMENT PER ENG. STD. 9020ADJUST WATER VALVE PER ENG. STD. 6040ADJUST SEWER MANHOLE PER ENG. STD. 6040ADJUST UTILITY BOX TO FINISHED SURFACETREE WELL PER ENG. STD. 8130. CUT FRAME AND GRATE TO SIZE AS SHOWN.INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEARANCE BETWEENUNDERSIDE OF FLANGE AND SIDEWALK SURFACE PER CITY STD. 6310.123BASIS OF BEARINGSCOORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATESYSTEM NAD83, ZONE 5, US SURVEY FEET, AS DETERMINED BY GPSOBSERVATIONS ON POINTS 8120 AND 8035 AS SHOWN ON THE CITY OFSAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007),BEING N40°35'45"E.THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BYMEASUREMENTS ON POINT 24 AS SHOWN ON THE CITY OF SAN LUISOBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING PUBLISHEDELEVATION OF 127.05'.BENCHMARKAREA 7 - SURVEY NOTES (SHEETS C9 - C12)BASIS OF BEARINGSCOORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATESYSTEM NAD83, ZONE 5, US SURVEY FEET, AS DETERMINED BY GPSOBSERVATIONS ON POINTS 8120 AND 8035 AS SHOWN ON THE CITY OFSAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007),BEING N40°35'45"E.THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BYMEASUREMENTS ON POINT 192 AS SHOWN ON THE CITY OF SAN LUISOBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING PUBLISHEDELEVATION OF 249.87'.BENCHMARKAREA 6 - SURVEY NOTES (SHEETS C3 - C8)CURB RAMP GENERAL NOTES1. CONSTRUCT CURB RAMP PER CITY ENG. STD. 44402. CONSTRUCT SIDEWALK, CURB AND GUTTER PER CITY ENG. STD. 4110 & 4030. ADDITIONALSIDEWALK ALLOWANCE WILL BE PAID BY BID ITEM 32. ADDITIONAL CURB AND GUTTERALLOWANCE WILL BE PAID BY BID ITEM 33.3. CONSTRUCT CROSS GUTTER PER CITY ENG. STD. 4310.4. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION ITMUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OFVEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION. REFER TO CITYSTANDARD SPECIFICATIONS SECTION 77-1.03A FOR ADDITIONAL REQUIREMENTS.5. RELOCATE INTERFERING PORTION OF IRRIGATION TO THE BACK OF WALK.6. CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE RED PAINT CAN BEAPPLIED.7. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERINGSTANDARD 4910.8. EXISTING ROADWAY STRIPING AND PAVEMENT MARKINGS REMOVED WITH RAMPCONSTRUCTION MUST BE REPLACED WITH TRAFFIC RATED PAINT PER CALTRANSSTANDARD SPECIFICATIONS.45678910BASIS OF BEARINGSCOORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATESYSTEM NAD83, ZONE 5, US SURVEY FEET, AS DETERMINED BY GPSOBSERVATIONS ON POINTS 8207 AND 8030 AS SHOWN ON THE CITY OFSAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007),BEING N09°03'31"W.THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BYMEASUREMENTS ON POINT 137 AS SHOWN ON THE CITY OF SAN LUISOBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING PUBLISHEDELEVATION OF 214.90'.BENCHMARKBROAD AND PALM - SURVEY NOTES (SHEETS C13 - C15)LINCOLN AND BROAD - SURVEY NOTES (SHEETS C16 - C17)BASIS OF BEARINGSPage 38 of 199 133.08FD SLO BM S-33132.55GTR132.76AC132.40CFFL EC133.03TC132.99WM132.99TC132.43CFFL132.42FL132.60GTR132.78AC132.67AC132.53GTR132.43GTR AP132.54GTR132.61AC132.43GTR132.51GTR132.68AC132.31FL132.30FL132.30FL T132.58GTR 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FS)(133.03 TC)(132.41 FS)132.92 FS133.30 TC132.96 FS133.34 TC133.15 FS133.33 TC(133.32 TC/FS)133.28 TC/FS133.21 FS133.08 FS132.51 FL132.98 TC133.07 FS132.31 FLPROTECT (E)TREE (TYP.)132.85 FS132.53 FL/HP132.49 FL132.89 FS132.58 FS132.47 FL132.94 TCGALLEON WAYROYAL WAY9.0%9.0%4.3'(133.24 FS)4.0'1PROTECT (E) BM S-33ELEV : 133.08PROTECT (E) WMR=30'REPLACE 12"YELLOW STRIPING4.0'126.37AC126.17GTR126.04CFFL126.37TC126.46TC/JNT126.08CFFL126.19GTR126.39AC126.48TC126.09CFFL EC126.24GTR126.5812IN TREE126.70TC/JNT126.19CFFL126.23CNC JNT AP126.14FL126.36GTR126.44AC126.42AC126.33GTR126.12FL126.20CFFL126.62TC126.56TC126.12CFFL126.27GTR126.41AC126.44STRIPE126.35GTR126.35GTR126.39AC126.35STRIPE126.33GTR126.28GTR AP126.30GTR126.12FL126.13FL126.31GTR126.37GTR126.47AC126.51AC126.11FL T126.15FL126.12FL126.22JNT AP126.24JNT126.26JNT126.13FL126.12FL126.67TC126.24CFFL126.23CFFL126.66TC126.63TC126.13CFFL126.16STRIPE END126.27STRIPE END126.64TC/JNT126.11CFFL126.13JNT AP126.13FL126.32GTR126.47AC126.49AC126.36GTR 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TC)(126.09 FL)126.13 FL126.36 FS126.65 TC126.15 FL126.59 TC126.25 FL126.56 TC126.22 FL10.3'21.0'10.2'29.8'2.0'1.9'2.0'2.0'GULF ST.LAKEVIEW ST1PROTECT (E) FHR=30'REPLACE 12" YELLOW STRIPINGREPLACE 30 LF REDCURB PAINTREPLACESTRIPING132.90AC132.87AC132.43GTR132.44GTR132.45GTR132.34STRIPE132.22STRIPE132.35GTR132.59AC132.23CFFL132.88TC/JNT133.00SW133.05BW133.29NG132.99PAVERS132.96PAVERS@BK CRB133.05PAVERS@SW133.08BW133.10BW133.07SW133.05SW/JNT133.07BW/JNT133.28NG133.11SW133.10BW133.18BW/JNT133.17SW/JNT133.1818IN TREE133.35NG133.17SW133.15BW133.21SW LIFTED133.00TC/JNT132.45CFFL132.51GTR132.67AC132.72AC132.57GTR132.60GTR@CRACK132.72AC132.45CFFL@CRACK133.06TC@CRACK133.06TC132.46CFFL132.50AC132.34GTR132.21CFFL132.82TC132.97SW132.99BW133.21NG132.79TC@CRACK132.17CFFL@CRACK132.33GTR@CRACK132.51AC132.98SW133.00BW133.17NG32.83AC132.91AC133.06AC133.11AC1.1%1.1%1.1%1.5%3.9%7.5%1.5%1.1%3.9%5.0'5.0'5.0'4.0'3.0'2.1'4.0'5.0'4.9'(132.88 TC)(132.23 FL)(132.95 TC)(132.36 FL)132.70 FS132.64 FS132.93 TC132.90 TC4.2'(133.02 TC/FS)132.33 FL132.27 FL(133.08 TC/FS)133.04 TC132.71 FS133.06 TC132.77 FSGALLEON WAY4.0'4.0'(0.2%)3.9%3.9%(0.9%)3.0'3.0'133.03 TC132.90 FS133.07 TC132.96 FS133.04 TC133.10 TC(132.98 TC/FS)132.83 FS132.89 FS(133.07 TC/FS)22ROYAL WAYREPLACE YELLOW HI-VISCROSSWALK STRIPINGPER CITY STD. 7350 (TYP.)3.0'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN08SCALE IN FEET1" = 8'C3CIVILNo. C 84733HAI-LONG Q. NGUYE NGALLEON AND ROYALLAKEVIEW AND GULFPage 39 of 199 134.19NG133.89BW BC/JNT133.80SW BC/JNT133.72SW133.81BW133.77BW133.69SW133.7212IN TREE133.56FH133.5110IN PALM133.55TC/JNT133.14CFFL BC133.28GTR133.54AC133.55TC133.08CFFL133.30GTR133.52AC133.51AC133.29GTR133.12CFFL133.57TC133.41GTR133.63AC133.24FL133.23CFFL133.68TC133.73TC133.26CFFL133.29FL133.41GTR133.65AC133.78SW PRC133.85BW POC134.33NG133.76SW POC133.80SW POC133.81SW POC133.78SW EC@BK CRB133.77TC133.28CFFL133.35CFFL133.84TC133.86TC133.38CFFL133.86SW BC@BK CRB133.94SW PRC133.91SW POC133.93BW134.25NG134.18NG133.95BW134.02SW POC134.08BW134.13BW EC134.08SW POC/JNT134.13BW POC/JNT134.42NG133.98TC/JNT133.49CFFL EC133.65GTR133.85AC134.20AC134AC133.85AC133.72AC133.53GTR133.43CFFL133.87TC133.94TC133.48CFFL133.60GTR133.76AC134.0910IN PALM133.9210IN PALM133.48GTR133.41GTR AP133.56AC133.69AC133.34GTR133.35GTR133.17FL133.58AC133.60AC133.44GTR133.28FL133.45GTR AP133.42GTR133.30FL133.42CNC133.64AC133.23FL133.44GTR133.GTR133.6AC13A134.16AC134.08AC(1.8%)(2.3%)0 .9 %0.9%0.9%0.9%0.9%0.5%2.2%7.5%1.5%0 .2 %1.7%0.8%0.8%7.0%6.0%1.5%1.5%(133.97 FS)(133.77 FS)133.49 FL133.53 HP/FL133.52 FL133.88 TC133.41 FL133.79 TC(133.55 TC)(133.14 FL)133.27 FL133.82 FS133.87 FS133.81 FS3.0'5.0'5.0'5.0'3.0'3.0'4.9'4.0'5.0'5.0'5.0'15.5'133.94 FS4.0'4.0'5.0'5.0'(133.49 TC)(133.98 FL)2.1'2.0'31.0'26.0'5.9'2.0'2.0'0.2%(133.86 FS)133.89 FS133.93 FS133.97 FS134.01 FS(134.04 FS)1.7%PROTECT (E) FHPROTECT (E)TREE (TYP.)W. NEWPORT STR=30'15.5'REPLACE 30 LFRED CURB PAINT134.03CNC133.61TC/JNT133.15CFFL EC133.37GTR133.51AC133.46AC133.28GTR133.10CFFL133.53TC133.65SW133.81BW133.71SW EC/JNT133.81BW EC/JNT134.09NG133.91NG133.72BW133.58SW133.52TC133.07CFFL133.22GTR133.47AC133.71LS133.66CNC AP133.66CNC AP133.71CNC AP133.68CNC AP133.70TC133.21CFFL133.19FL133.39GTR133.55AC133.60AC133.42GTR133.26FL133.27CFFL133.77TC133.76TC133.30CFFL133.70SW EC@BK CRB133.69SW PRC133.70SW POC133.71SW POC133.85TC133.35CFFL133.44CFFL133.92TC133.93SW@BK CRB133.86SGN133.98TC133.47CFFL133.45CFFL133.94TC133.60GTR133.78AC133.69AC133.57GTR133.66GTR133.85AC133.50CFFL BC133.94TC/JNT134.12SW BC134.17BW BC134.01NG134.08NG134.01BW133.96SW PRC133.91SW POC134.00SW POC133.87BW134.07NG133.92NG133.82BW133.83BW133.93BW133.34GTR AP133.23FL133.39GTR133.64AC133.56AC133.36GTR AP133.23FL133.45CNC133.48GTR133.59AC133.45AC133.56AC133.64AC133.39GTR/JNT133.24FL133.40GTR/JNT134.01AC133.79AC134.16AC133.88AC133.62AC133.42GTR133.43GTR133.24FL133.64AC133.69AC133.44GTR133.47GTR133.26FL133.58AC133.52AC133.65AC133.84AC134.03AC133.76AC133.60GTR133.41FL133.49CFFL133.92TC133.92TC133.52CFFL133.34FL133.55GTR133.49GTR133.45GTR AP133.24FL133.44GTR133.65AC133.24FL T133.48CNC133.52CFFL133.94TC133.53GTR133.73AC133.40CFFL EC133.86TC/JNT134.07SW POC133.99CNC POL@SW133.87CNC POL@BK CRB133.94SW@BK CRB134.10SW PRC134.03SW POC134.10SW POC134.07SW BC134.11BW BC/FNCI134.72RK134.00CNC134.16BW/FNCI134.51RK134.69RK134.60RK134.53RK134.21BW BC/FNCI134.20SW BC134.17SW POC134.20BW/FNCI134.16SW PRC134.11SW POC134.02SW POC133.95SW@BK CRB133.92TC133.53CFFL133.28FL133.42GTR133.68AC133.59GTR AP133.71AC133.45FL133.52CFFL POC NEW133.95TC133.95TC133.51CFFL133.36FL133.50GTR133.68AC134.31SW/CNC POL133.98CNC POL LIFTED133.98TC133.53CFFL134.1822IN TREE134.28SW/CNC POL134.31BW134.37BW LFTED134.34SW LIFTED133.96TC133.54CFFL BC133.57GTR133.79AC133.85AC133.58GTR133.51CFFL133.95TC133.95CNC AP133.81AC133.77AC133.97AC134.04AC134.07AC134.33AC134.27AC134.15AC133.90AC133.65AC133.72AC133.90AC134.03AC134.10AC3.0'5.0'5.0'5.0'3.0'1.5%1.5%1.2%0.2%0.2%16.5'5.0'5.0'5.0'16.4'0.3%0.9%7.5%1.5%1.2%1.2%1.2%1.2%1.2%(3.3%)(2.2%)1.5%1.5%6.0%7.0%4.0'4.1'5.0'5.0'4.4'4.4'(133.69 FS)(133.98 FS)133.87 FSPROTECT (E) LIGHT POLE(133.61 TC)(133.15 FL)(133.94 TC)(133.50 FL)133.48 FL133.54 HP/FL133.78 TC133.40 FS133.89 TC133.53 FL2.0%1.0%0.5%0.3%0.3%0.3%0.3% 0 .3 %2.0%3.5%3.5%0.3%2 .8 % 2 .8 %1.5%(0.8%)(0.8%)1.3%9.0%9.0%7.5%1.5%3.0' 5.0'5.0'5.0'3.0'5.0'4.4'4.9'3.0'3.0'15.2'5.0'5.0'5.0'15.2'4.0'4.0'(133.96 TC)(133.54 FL)133.93 TC133.49 FL133.83 FS133.85 FS134.14 TC134.05 FS134.16 TC133.90 FS134.17 TC133.92 FS134.19 TC134.09 FS(134.13 FS)(134.20 FS)(134.17 FS)(134.10 FS)(133.86 TC)(133.40 FL)133.26 FL133.48 FL133.46 FL133.91 TC133.45 FLGALLEON WAYW. NEWPORT ST133.22 FL11.0'20.9'6.0'28.9'29.6'5.9'24.3'2.0'1.9'2.0'2.1'2.1'2.0'2.0'2.2'5.0'133.78 FS133.81 FS134.03 FS133.97 FS133.37 FS(133.82 FS)(134.07 FS)134.03 FS133.97 FS133.92 FS133.86 FS133R=30'R=30'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN1" = 8'C4CIVILNo. C 84733HAI-LONG Q. NGUYE N 08SCALE IN FEETGALLEON AND NEWPORTPage 40 of 199 134.89AC134.77GTR134.59CFFL BC135.07TC/JNT135.14SW BC/JNT135.20BW BC/JNT135.44NG135.47NG135.24BW135.21SW13AC13G134.96GTR135.00AC134.75CFFL135.25TC11135.38NG135.17BW135.08SW135.02SW PRC134.87SW POC134.64SW EC@BK CRB134.40TC133.93CFFL134.11GTR134.22AC134.40AC134.29GTR134.12CFFL134.62TC134.96TC134.45CFFL134.54GTR134.76AC133.99AC133.90GTR133.76CFFL134.26TC134.25SW@BK CRB134.35SW POC134.27SW PRC134.16SW134.29BW134.57NG134.61BW134.83BW134.97NG134.98BW134.03SW134.16BW133.75AC133.53GTR133.38CFFL133.87TC134.08TC133.61CFFL133.77GTR133.95AC134.12SGN134.41TC/JNT133.90CFFL EC134.05GTR134.25AC134.53SW EC134.60BW EC134.77NG134.60BW134.57SW2134.45TC133.93CFFL134.07GTR134.25AC134.22AC134.07GTR CRACKED133.98CFFL CRACKED134.50TC CRACKED134.21AC134.04GTR133.90CFFL134.37TC134.35TC133.88CFFL134.02GTR134.21AC134.11AC133.95GTR133.76CFFL134.23TC134.30TC133.79CFFL133.98GTR134.16AC134.04AC133.91GTR133.75CFFL134.20TC134.14TC133.68CFFL133.84GTR133.95AC133.81AC133.68GTR133.57CFFL134.04TC133.91TC/JNT133.48CFFL133.64GTR133.80AC134.14SW BC134.16BW BC134.60NG134.36SW PRC134.29SW POC134.23SW POC134.27BW134.33BW134.36BW134.42BW134.47BW134.57BW134.54BW134.54BW134.49SW134.47SW134.49SW PRC134.46SW POC134.32SW POC@BK CRB134.18SW POC@BK CRB134.27SW POC134.37SW POC134.68NG134.63NG134.50NG134.48AC134.49AC134.49AC134.42AC134.46AC134.37AC134.31AC134.23AC134.12AC134.01AC134.25AC134.34AC134.40AC134.47AC134.52AC134.84AC135.24AC135.15AC135.08AC135.01AC134.94AC134.89AC134.84AC134.81AC134.77AC134.73AC134.62AC134.55AC134.67AC134.87AC134.46AC134.31AC134.22AC134.09AC134.48AC134.59AC134.58AC134.38AC134.49AC1.5%7.5%0.9%0.9%(2.0%)(0.8%)4.1%4.1%0.9%2.1%2.1%4.0'4.0'5.0'5.0'4.4'4.4'3.0'3.0'5.0'5.0'5.0'3.0'5.0'2.3'5.0'0.9%1.0%1.5%(134.55 TC/FS)(134.47 FS)(134.34 TC/FS)(134.31 FS)134.23 FS134.35 FS2.0'134.26 TC133.86 FL(134.35 TC)(133.88 FL)9.0%7.5%133.81 FL133.77 FL134.14 TC133.72 FLGALLEON WAY(3.3%)(2.3%)7.5%1.5%1.6% 2 .2 % 2 .2 %7.5%7.5%1.5%1.5%5 .0 %9.0%5 .0 % 5 .0 %2.1%2.1%4.5%2.0%1.5%0.9%3.0'2.0'5.0'5.0'5.0'3.0'8.8'5.0'5.0'5.0' 4.5'5.0'5.0'4.4'4.4'3.0'(134.96 TC)(134.45 FL)(134.08 TC)(133.61 FL)134.34 TC133.84 FL134.61 TC134.27 FL134.09 FL134.16 FL134.42 FS134.50 FS(134.16 FS)(135.08 FS)(135.17 TC/FS)(134.29 TC/FS)134.45 TC134.38 FL134.65 TC134.49 FL134.85 TC134.57 FL135.05 TC134.94 FL134.15 FS134.10 FS134.30 FS134.87 FS5.0'5.0'0.9%(134.14 TC)(133.68 FL)3.0' 3.9'1CORAL STR=30'R=30'4.0'4.0'126.03CNC AP125.58GTR BC125.93TC125.09CFFL BC125.08125.78AC125.77AC125.55GTR125.34CFFL125.89TC126.43NG126.04BW126.18SW126.09SW125.99BW126.29NG126.35NG126.05BW126.02BW126.03SW PRC126.08SW POC125.95SW@BK CRB126.01SGN126.07SW126.09BW126.17BW126.39NG126.52NG126.33BW126.32SW PRC126.27SW POC126.22SW POC126.13SW@BK CRB126.07TC125.60CFFL125.83GTR125.92AC125.85AC125.65GTR125.42CFFL125.95TC125.88TC125.35CFFL125.53GTR125.77AC126.20CNC126.27TX125.79CFFL EC125.92GTR126.15AC126.17AC125.92GTR125.78CFFL126.28TC126.17TC125.69CFFL125.82GTR126.09AC126.10AC125.92GTR125.80CFFL125.88BX126.31SW@TOP RMP126.36BW/EP126.56EP126.31BW126.24SW126.27SW AP126.27CNC POL126.18BW126.09SW126.53NG125.89AC125.72GTR125.49CFFL126.00TC125.98TC125.45CFFL125.71GTR125.62GTR125.84WV125.38CFFL BC125.97TC126.27FH126.17SW BC126.21BW BC126.56NG126.19SW PRC126.18SW POC126.11SW POC126.09SW@BK CRB126.09SW@BK CRB126.20BW126.22BW126.21BW126.55NG126.13TC125.59CFFL125.82GTR125.90AC125.96AC125.81GTR125.53CFFL126.09TC126.01TC125.50CFFL125.68GTR125.92AC125.91AC125.76GTR125.50CFFL126.08TC126.00TC/JNT125.38CFFL125.61GTR125.83AC125.98TC125.31CFFL EC125.73GTR AP125.66GTR/TG AP125.70TG AP125.72GTR AP125.84AC125.79AC125.22TG AP126.06TC125.22CFFL@TG125.96CNC POL125.88SW125.85BW126.45NG126.30NG125.88SW EC125.88SW BC126.01SW EC126.11SW POC126.15SW POC126.11BW126.00BW125.86BW125.82BW125.99CNC POL126.42WVAC126.36AC126.23AC126.10AC126.07AC126.02AC125.98AC125.97AC126.04AC126.38AC126.38AC126.38AC126.31AC126.27AC126.25AC126.27AC126.28AC126.27AC126.25AC126.24AC126.22AC126.16AC126.12AC126.12AC126.17AC126.07AC126.10AC126.04AC126.07AC126.15AC126.15AC126.25AC126.22AC126.20AC1.5%7.5%1.5%(0.3%)3.8%3.8%0.9%(1.5%)0.9%1.5%1.5%0.0%4.0'4.0'3.0'5.0'5.0'5.0'3.0'5.0'5.0'3.0' 2.0'5.0'5.0'4.4'4.9'125.93 TC125.43 FL125.50 FL125.58 FL126.03 TC125.66 FL(126.17 TC)(125.69 FL)1.5%3.0'126.13 FS125.94 FS125.98 FS(126.07 FS)(126.01 TC/FS)125.87 FS126.05 TC125.98 FS126.13 TC125.94 FS126.20 TC126.02 FS126.28 TC126.21 FS(126.32 TC/FS)OCEANAIRE DR(125.92 TC)(125.40 FL)8.6%5.0'1.4%1.6%4.5%1.4%1.6%9.0%0.9%1.0%1.0% 1 .0 %(0.4%)(1 .5 %)1.5%7.5%1.0%0.9% 0 .9 %1.9%1.9%1.5%1.5%1.0%0.9%5.0'5.0'5.0'2.0'2.0'2.0'1.9'3.4'5.0'5.0'5.0'4.0'5.0'5.0'4.9'4.3'3.0'125.59 FL/HP125.54 FL125.84 TC125.49 FL(126.06 TC(125.47 FL)125.99 TC125.54 FL(126.08 TC(125.53 FL)126.05 FS(126.18 FS)125.91 FS125.96 FS(126.20 TC/FS)126.21 TC126.12 FS126.22 TC126.03 FS126.10 TC125.98 FS125.98 TC125.93 FS(125.90 TC/FS)(0.5%)4.0'125.86 FS3.0'2.0'PROTECT(E) FHPROTECT (E) DI18.0%6.0%(0.5%)PROTECT(E) DWATASCADERO STR=30'R=30'REPLACE 30 LFRED CURB PAINT(125.88 FS)(126.31 FS)4.0'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN1" = 8'C5CIVILNo. C 84733HAI-LONG Q. NGUY E N 08SCALE IN FEET08SCALE IN FEETGALLEON AND CORALOCEANAIRE AND ATASCADEROPage 41 of 199 126.09SW/CNC POL126.02TC125.28CFFL BC/SD CURB INLET125.77TG AP125 72125.22125.22TG AP126.22CNC POL LIFTED126.06SW BC126.18BW BC/FNCI126.41NG126.11SW126.27BW126.28BW126.11SW126.08SGN126.12SW PRC126.19SW126.20SW126.14SW@BK CRB126.15TC125.45CFFL125.73GTR126.06AC126.28STRIPE AP125.77STRIPE END125.63STRIPE END126.14TC125.52CFFL125.74GTR125.95AC126.02AC125.81GTR125.56CFFL126.20TC126.16SW@BK CRB126.15SW126.18SW126.23SW PRC126.25SW POC126.29SW POC/CNC POL126.32CNC POL126.38CNC POL126.37TC125.75CFFL EC126.00GTR126.13AC126.08AC125.92GTR125.66CFFL126.31TC126.28BW/FNCI126.43SW126.42SW EC/JNT/CNC POL126.30BW/JNT/FNCI126.71NG126.74NG126.52NG126.47NG126.34NG126.35BW/FNCI126.30BW/FNCI126.34BW/FNCI126.39BW/FNCI126.40SW POC125.87AC125.63GTR125.35CFFL126.02TC125.98SW@BK CRB126.11SW126.06SW126.04SW PRC126.06BW126.11BW126.43NG126.37NG126.00SW POC126.01TC125.33CFFL125.70GTR126.04AC126.04AC125.59GTR125.28CFFL125.91TC126.00TC125.37CFFL125.63GTR125.83AC125.62STRIPE END/GTR125.75STRIPE END126.04AC125.75GTR125.30CFFL125.99TC125.871IN TREE125.95TC EC125.27CFFL@SD INLET126.11BW126.39NG125.98SW@BK CRB126.00TC125.35CFFL125.62GTR125.72END STOP BAR125.92AC125.62GTR125.32CFFL125.96TC125.93AC126.06AC125.61GTR125.36CFFL125.98TC125.97TC/JNT125.41CFFL125.65GTR126.11AC125.59GTR125.92SGN125.9818IN TREE126.02TC125.48CFFL BC125.73GTR126.04AC126.31AC126.33AC126.37AC126.23AC126.44AC126.40AC126.07AC126.08SW POC126.09SW POC126.14SW PRC126.19SW126.22SW126.28SW126.28SW BC126.34SW126.79NG126.34BW BC126.24BW126.20BW126.13BW126.47NG126.77NG126.43AC126.39AC126.37AC126.40AC126.33AC126.34AC126.25ACAC126.46AC126.59AC126.62AC126.67AC126.69AC126.63AC126.56AC126.42AC126.56AC126.52AC126.55AC126.62AC126.70AC126.31AC126.22AC126.20AC126.27AC126.52AC126.55AC126.89AC126.93AC126.94AC126.88AC126.66AC126.78AC126.82AC126.94AC126.66AC126.49AC126.65AC126.75WV126.00TC125.32CFFL125.68GTR125.99AC125.97AC125.51GTR125.28CFFL125.96TC126.12TC125.40CFFL125.64GTR126.05AC0.2%0.2%0.2%0.2%7.5%1.5%0.2%0.2%(0.5%)(1.1%)5.3%5.3%3.9% 3 .9 %1.5%1.5%9.0%9.0%5.1'4.3'3.0'5.1'5.0'5.0'5.0'5.1'3.0'5.0'5.0'5.0'3.0'(125.96 TC)(125.32 FL)(125.91 TC)(125.28 FL)125.75 TC125.29 FL125.30 FL125.30 FL125.75 TC125.31 FL(126.18 TC/FS)126.16 TC126.02 FS126.13 TC125.76 FS126.11 TC125.75 FS126.08 TC125.94 FS5.0'5.0'125.69 FS125.68 FS125.87 FS125.95 FS(126.06 TC/FS)(4.1%)1.0%7.5%1.5%5.1%5.1%6.0%6.0%0.9%0.9%9.0%9.0%1.5%1.5%(2.6%)4.0' 2.0'5.0'5.0'5.0'1.7'1.7'3.0'5.0'5.0'5.0'3.1'4.0'2.0'4.0'4.0'4.0'5.0'5.0'(126.20 TC)(125.56 FL)(126.12 TC)(125.40 FL)125.91 TC125.41 FL125.46 FS125.50 FS125.95 TC125.55 FL125.79 FS125.83 FS126.13 FS126.04 FS(126.29 FS)(126.39 TC/FS)126.37 TC126.21 FS126.34 TC125.91 FS126.32 TC125.86 FS126.29 TC126.12 FS(126.27 TC/FS)4.5'4.4'3.0'4.5%1.0%4.5%OCEANAIRE DRLAKEVIEW STR=30'R=30'(126.16 FS)(126.11 FS)4.0'126.09AC125.93GTR125.75CFFL126.37TX125.88BX125.88TC125.83CFFL125.96GTR126.06AC126.05AC125.92GTR/STRIPE END125.88BX125.78CFFL126.28TX126.28SGN/PAVERS126.42SW@DW126.51SW@DW126.57BW126.60BW@DW126.78CNC POL126.94CNC POL126.58BW@DW/RMP GB126.55BW126.93TW AP127.02TW 8IN AB126.96TW EC126.62RMP GB126.65BW126.33CNC126.30CNC126.35CNC125.84GTR/STRIPE END125.80GTR126.01AC125.61CFFL126.19TC/JNT126.21GM126.38WM126.15PAVERS126.03TC125.47CFFL125.70GTR125.98AC125.92AC125.80GTR125.73GTR125.52CFFL126.12TC/JNT126.09PAVERS POL126.07PAVERS AP126.07PAVERS AP126.09PAVERS AP126.162IN TREE126.21SW126.33BW126.35NG126.36SW126.45BW126.35NG126.97TW POC126.51BW126.39SW126.33PAVERS AP126.36PAVERS AP126.18PAVERS AP126.302IN TREE126.1315IN TREE126.29PAVER POL/SW125.74GTR125.75AC125.99AC125.29CFFL126.06TC126.05PAVERS POL26.29SW/PAVER POL126.30SW GB126.38BW126.29SW126.19SW LP126.32BW LP126.43BW126.31SW126.20NG126.81TW PRC126.75TW POC26.80W AP6.35W126.35AC126.27AC126.24AC126.25AC126.30AC126.40AC126.44AC126.41AC1.7%1.7%1.7%1.7%7.5%1.5%1.7%7.1%(7.2%)1.5%7.1%3.5%3.5%3.0'5.0'4.2'3.4'3.0'4.0'4.0'4.2'5.1'3.0'3.5'4.2'3.4'3.0'(125.54 FL)(126.11 TC)(125.78 FL)(125.88 FS)(126.30 FS)(126.58 FS)126.49 TC126.13 FS126.44 TC126.05 FS126.23 TC/FS(126.33 FS)(126.21 TC/FS)126.16 FS126.16 TC125.60 FL126.23 TC125.67 FL126.23 TC125.73 FL126.54 TC126.37 FS125.98 FS126.38 TC126.06 FS126.30 TC126.30TC/FS(E) DRIVEWAYTO REMAIN(2.6%)1.5%1PROTECT (E) GAS METER2PROTECT (E) TREELAKEVIEW STREMOVE (E) CROSSWALKSTRIPING AND INSTALL (N) 12"YELLOW STRIPING. MATCH (E)CROSSWALK WIDTHREPLACE DRIVEWAYWING PER ENG. STD. 21104.0'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN1" = 8'OCEANAIRE AND LAKEVIEWC6CIVILNo. C 84733HAI-LONG Q. NGUY E N 08SCALE IN FEETPage 42 of 199 125.85GTR BC126.10AC125.80TG AP125.51CFFL BC@INLET125.51TG126.18TC125.91SGN125.67GTR125.93AC125.40CFFL125.99TC126.02TC125.42CFFL125.69GTR125.83GTR126.03SW@BK CRB126.03SW EC126.08SW POC126.08SW PRC126.03SW POC126.17BW POC126.35NG126.10BW/JNT126.04SW/JNT126.27BW126.35NG126.36NG126.30BW126.16SW PRC126.18SW POC126.13SW POC126.08SW EC126.03SW@BK CRB126.08TC125.50CFFL125.72GTR125.97AC125.86AC125.71GTR125.46CFFL126.06TC125.97TC/JNT125.51CFFL125.75GTR125.98AC125.98TC125.52CFFL EC125.71GTR125.94AC125.94AC125.66GTR125.53CFFL125.95TC126.01TC125.45CFFL125.75GTR126.128IN PALM126.10BW126.08SW126.22NG126.31NG126.24BW126.15BW EC126.07SW EC126.12SW POC126.09SW126.09BW126.42AC126.39AC126.36AC126.38AC126.40AC126.43AC126.47AC126.50AC126.54AC126.57AC126.54WV126.53WV126.45WV126.57AC126.55AC126.52AC126.56AC126.57AC126.58WV26.65AC126.03WM126.33SW CRACK126.39BW CRACK126.45NG126.60NG126.45BW BC126.45SW BC126.50CNC AP126.53CNC AP126.26CNC POL@BK CRB126.22CNC POL@BK CRB126.20SGN126.39FH126.3710IN TREE126.37SW126.40BW126.25TC/JNT125.72CFFL BC125.98GTR126.15AC126.24AC125.94GTR125.68CFFL126.19TC/JNT126.08AC125.91GTR125.70CFFL126.24TC126.27SW@BK CRB126.25SW@BK CRB126.15SGN126.44SW POC126.44BW126.62NG126.27TC125.67CFFL125.79GTR125.97AC126.09AC125.85GTR125.70CFFL126.27TC126.24TC125.55CFFL125.82GTR125.98AC126.12AC125.94GTR125.63CFFL126.27TC126.36TC125.61CFFL EC@INLET126.05TG AP125.57TG125 55126.37TC CRACKED126.10GTR EC126.33AC126.60AC126.48AC126.29AC126.21AC126.25AC126.38AC126.30AC126.34AC126.32AC126.35AC126.18AC126.21AC126.21AC126.23AC126.14AC126.14AC126.34AC126.51AC126.57AC126.90AC126.88AC126.75AC126.55AC126.51ACAC126.68AC126.74AC126.81AC126.53BW126.59NG126.49SW POC126.45SW POC126.50SW PRC126.52NG126.34BW126.26SW POC126.28SW PRC126.32SW POC126.36SW BC126.44BW EC126.55NG126.40BW126.35BW0.3% 0 .3 %0.3%(1.8%)(0.8%)3.4 % 3 .4 %4.7%4.7%9.0%9.0%0.3%1.5%1.5%1.5%7.5%5.0'5.0'5.0'9.2'3.0'5.0'5.0'5.0' 3.0'4.8'4.3'5.0'5.0'3.0'2.0'(125.70 FL)(126.27 TC)(125.63 FL)126.12 TC125.65 FL125.67 FL125.68 FL126.13 TC125.69 FL(126.49 TC/FS)(126.37 TC/FS)126.47 TC126.35 FS126.44 TC126.11 FS126.42 TC126.10 FS126.39 TC126.27 FS(126.30 FS)(126.46 FS)126.27 FS126.19 FS126.03 FS126.04 FS0.2%0.2%0.2%(3.3%)(2.4%)3.7%3.7%0.3%4.4%4.4%1.5%7.5%9.0%9.0%1.5%1.5%4.0'4.4'4.9'3.0'5.0'3.0'5.0'5.0'3.5'5.0'5.0'4.0'4.0' 2.1'(126.01 TC)(125.46 FL)(126.00 TC)(125.41 FL)125.44 FL125.43 FL125.88 TC125.42 FL125.89 TC125.45 FL0.2%(126.23 TC/FS)3.0'5.0'5.0'5.0'3.0'(126.16 TC/FS)126.21 TC126.05 FS126.30 TC125.87 FS126.30 TC125.88 FS126.26 TC126.10 FS126.02 FS(126.14 FS)(126.03 FS)125.98 FS125.80 FS125.81 FS0.2%4.5%0.3%4.5%OCEANAIRE DRBALBOA STPROTECT(E) FHPROTECT(E) SIGN1PROTECT (E) SIGNR=30'R=30'REPLACE 30 LFRED CURB PAINTREMOVE (E) LIMIT LINE ANDINSTALL (N) 12" YELLOWCROSSWALK STRIPINGREMOVESTRIPING(N) 12" WHITE LIMIT LINE3.0'4.0'(126.25 TC)(N) 12" WHITE LIMIT LINEREPLACE 12" YELLOW STRIPING (TYP.)4.0'4.0'125.92GTR125.98CFFL126.42TX126.12GTR126.28AC126.09AC125.85GTR125.57CFFL126.15TX126.17PP126.25SDMH126.21CNC POL@BK CRB125.56CFFL126.24TC126.24TC125.42CFFL@INLET125.41CFFL@INLET126.20TC126.31SW@DW126.70DW126.51BW@DW126.38CNC POL@SW126.40SW/JNT126.55BW/JNT126.86NG126.78NG126.57BW126.43SW126.19WM126.42SW126.54BW126.80NG126.48WLK@BW126.52WLK@BW126.61WLK126.55WLK126.52BW126.52BW@DW126.70EP126.48SW@DW RMP126.27TC/JNT125.82CFFL126.00GTR126.20AC126.19AC125.96GTR125.78CFFL126.24TC126.24TC/JNT125.76CFFL125.96GTR126.15AC126.25GW4.0%0.6%0.6%4.7%0.6%4.7%7.5%1.5%1.5%(2.1%)(3.6%)1.5%4.3%3.0'5.0'5.0'5.0'3.0'4.2'4.8'3.0'4.0'4.0'(126.53 TC/FS)(126.43 TC/FS)126.33 FS126.53 TC126.19 FS126.53 TC126.16 FS(126.53 TC/FS)(126.36 TC/FS)126.32 FS126.09 FS126.12 FS126.26 TC125.76 FL126.23 TC125.73 FS(126.24 TC)(125.78 FL)126.52 TC126.49 TC(126.24 TC)(125.61 FL)PROTECT (E) DI3.6'5.0'3.0'4.3%126.53 TC126.39 FS126.53 TC126.40 FSPROTECT (E) WMPROTECT (E) GWPROTECT (E) FH4.0'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN1" = 8'OCEANAIRE AND BALBOAC7CIVILNo. C 84733HAI-LONG Q. NGUY E N 08SCALE IN FEETPage 43 of 199 130.45TC130.08CFFL130.07FL130.20GTR130.39AC130.30AC130.16GTR130.01FL130.03CFFL130.42TC130.37TC130.02CFFL130.00CFFL130.41TC130.44TC130.05CFFL130.44SW@BK CRB130.47SW EC130.54SW POC130.57SW PRC130.40SGN130.64SW130.69BW131.08NG130.93NG130.62BW130.57BW130.59BW130.62BW130.88NG130.89NG130.51SW PRC130.52SW POC130.45SW POC130.39SW POC@BK CRB130.64TC/JNT130.15CFFL0.80W/JNT30.88W/JNT1.32G130.80BW BC130.79SW BC130.35GTR130.63TC130.25CFFL130.15FL130.12CFFL130.49TC130.22GTR130.37AC130.08FL130.01FL130.14GTR130.34AC130.23AC130.06GTR129.92FL T129.94FL130.02GTR AP130.11AC130.15AC130.07GTR129.96FL129.97FL130.10GTR130.26AC130.40AC130.26AC130.14AC130.03GTR130.02GTR129.85FL130.20AC130.11AC129.88GTR129.91GTR129.79FL130.09AC130.33AC130.59AC130.48AC130.44AC130.39AC130.26AC130.08AC129.84GTR129.86GTR130.07AC129.75FL129.70FL129.83GTR AP129.78GTR129.99AC129.94AC129.90GTR130.01AC130.14AC130.21AC129.96GTR130.01GTR129.86CFFL130.33TC130.43TC129.93CFFL130.10GTR130.28AC130.52AC130.65AC130.51AC130.34AC130.19GTR130.03CFFL BC130.52TC/JNT130.29TC129.83CFFL129.77CFFL130.24TC130.13TC129.68CFFL129.56CFFL130.04TC130.00TC129.50CFFL129.96TC CRACKED129.50CFFL EC129.66GTR129.82AC129.84AC129.72GTR129.58FL129.62FL129.76GTR129.96AC129.98AC129.77GTR129.65FL129.92CNC129.72AC129.59GTR129.43CFFL129.93TC129.47CFFL129.94TC129.88AC129.90AC130.249IN TREE130.29SW EC130.16SW130.14BW130.22BW EC130.44NG130.11SW130.12BW130.16SW@BK CRB130.26SW POC130.25SW POC130.19SW PRC130.23SW POC130.27SW POC130.19BW130.39NG130.50NG130.32BW130.43BW130.46BW AP130.48BW130.55NG130.62NG130.54BW130.62BW130.69BW BC130.71NG130.64SW BC130.52SW POC130.43SW PRC130.36SW POC130.28SW POC@BK CRB130.60AC130.79AC130.63AC0.5%0.7%2.1%0.3%0.2%0.6%7.0%6.5%7.5%1.5%0.3%(1.5%)(1.6%)0 .3 % 0 .3 %0.3%0.3%0 .6 %0.2%1.5%1.5%4.0'4.0'3.0' 5.0'5.0'5.0'3.0'5.0'5.0'5.0'5.0'18.4'5.0'15.1'130.56 FS130.58 FS130.59 FS(130.61 FS)(130.67 FS)130.66 FS130.64 FS130.63 FS130.61 FS(130.60 FS)(130.54 FS)130.53 FS130.18 FL130.51 TC130.16 FL130.55 TC130.19 FL130.64 TC)130.15 FL)130.15 FS(130.51 TC)(130.07 FL)27.3'5.9'21.0'12.9'2.2'2.0'2.1'2.0'130.20 HP/FL129.92 FL4.4'5.1'3.0'0.6%1.1%2.2%(1.3%)(0.3%)1.5%1.7%1.7%1.8%1.8%1.5%7.5%1.5%1.5%0.3%0.3%1.8%1.8%1.5%1.0%8.0%6.0%3.0'5.0'5.0'5.0'3.0'16.1'5.0'5.0'5.0'16.8'27.5'5.8'11.3'21.0'(130.52 TC)(130.03 FL)(129.96 TC)(129.50 FL)(130.21 FS)(130.22 FS)(130.57 FS)130.52 FS130.44 FS130.36 FS130.27 FS(130.52 FS)130.44 FS130.22 FS130.37 FS130.30 FS4.4'5.4'3.0'5.0' 4.0'4.0'5.0'129.69 FL129.97 FL129.89 FL130.19 TC129.80 FL130.37 TC129.98 FL129.76 FS2.0'2.0'BORONDA STATASCADERO ST1R=30'R=30'(129.91 FL)(129.70 FL)127.05FD SLO BM 24127.07SW EC127.14BW EC127.55NG127.43NG127.15BW POC127.03SW POC127.08CNC127.03TC126.56CFFL EC126.72GTR126.91AC126.85AC126.74GTR126.61CFFL127.03TC126.8148IN DIA SHRUB127.00TC126.53CFFL126.63GTR126.77AC126.61AC126.53GTR AP126.51GTR126.73AC126.39FL126.34FL126.49GTR126.66AC126.61AC126.49GTR126.35FL126.35CFFL126.83TC126.85SGN127.10BW126.90BW127.39NG127.22NG127.38NG127.07BW BC127.01SW BC/CNC POL126.90BW126.95SW@BK WLK126.97SW POC126.89SW PRC126.90CNC127.088IN TREE126.73CNC POL126.72TC126.24CFFL BC126.36GTR126.52AC126.39AC126.24GTR126.03CFFL126.80TC126.81CNC POL126.93SW/CNC POL126.94BW127.16NG126.84BW126.76SW126.42AC126.20GTR126.78WM126.86CNC AP126.89CNC AP126.73AC126.57GTR126.53GTR126.73AC126.39FL126.46FL126.58GTR126.68AC126.74AC126.57GTR126.67GTR126.79AC126.80AC126.68GTR126.53FL126.61FL T126.71GTR AP126.73AC126.79AC126.82AC126.69GTR126.78GTR126.58FL126.73GTR126.85AC126.83AC126.67GTR126.55FL126.69CFFL127.15TC127.03SL127.19TC126.77CFFL126.72CFFL127.19TC127.20SW@BK CRB127.20SW EC127.24BW EC127.41NG127.21SW POC127.28BW POC127.18SW PRC127.14SW POC127.16SW POC127.24BW127.44NG127.39NG127.22BW127.22BW127.42NG127.36NG127.18BW BC127.18SW BC126.94SGN127.23SW POC127.27SW PRC127.23SW POC127.15SW@BK CRB126.78CFFL127.14TC127.12TC126.71CFFL126.63FL126.79GTR126.93AC126.84AC126.80GTR126.63FL126.92AC126.77GTR126.55CFFL BC127.05TC126.90AC126.73GTR126.55CFFL EC127.07TC127.12TC126.58CFFL126.57FL126.73GTR126.90AC126.69GTR126.86AC126.54FL127.1924IN TREE7.11W16127.14SW127.18BW127.49NG126.92AC126.73GTR126.52CFFL127.03TC125.95CFFL126.04CFFL12TX126.62TC126.89AC127.01AC127.11AC127.18ACAC127.37AC127.29AC127.20AC127.07AC126.84AC126.88AC127.00AC127.05AC127.08AC0.1%2.4%0.1%0.1%(0.5%)(1.8%)0.4%0.4%0.4%0.4%0.4%0.3%1.3%1.3%1.2%1.2%6.0%6.0%1.5%7.5%1.5%1.5%5.0'4.5'4.8'5.0'3.5'5.0'5.0'5.0'3.0'18.3'5.0'5.0'5.0'3.0'PROTECT (E)LIGHT POLE(126.55 FL)(127.07 TC)(126.55 FL)(127.05 TC)126.53 FL(126.53 FL)127.12 TC126.77 FL126.82 HP/FL126.81 FL127.11 TC126.74 FL(127.28 FS)(127.20 FS)(127.21 FS)(127.22 FS)127.27 FS127.25 FS127.23 FS127.21 FS127.14 FS127.19 FS127.18 FS127.17 FS(126.69 FS)2.1'2.0'2.0'2.0'20.9'17.3'25.3'10.0'6.0'6.0'0.8%0.5%1.9%1.2%1.4%1.5%0 .3 % 0 .3 %(3.1%)(0.5%)1.1 % 1 .1 %1.1%1.1%1.1%1.5%7.5%7 .0 %6.1%1.5%1.5%11.1'20.9'2.0'2.0'24.6'6.0'17.7'5.0'5.0'5.0'14.2'4.6'4.6'5.0'5.0'5.0'3.0'(126.90 FS)(126.92 FS)(127.15 FS)(127.03 FS)(127.03 TC)(126.59 FL)(126.24 FL)(126.72 TC)127.10 FS127.05 FS126.99 FS126.93 FS126.86 FS126.92 FS126.98 FS127.03 FS126.63 HP/FL126.57 FL126.50 FL126.88 TC126.38 FL126.49 FS4.0'3.0'PROTECT(E) SHRUB126.62 FL126.98 TCATASCADERO STGULF ST11.7'5.0'5.0'2.0'2.0'4.0'4.4'PROTECT(E) SIGN33R=30'R=30'REPLACE 36 SQFTOF CROSS GUTTER4.0'4.0'(N) 12" WHITE LIMIT LINE1(126.39 FS)CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN1" = 8'C8CIVILNo. C 84733HAI-LONG Q. NGUY E N 08SCALE IN FEETATASCADERO AND GULFATASCADERO AND BORONDAPage 44 of 199 298.56FD L/T LS3877297.90CFFL EC297.85GTR298.10AC297.57CFFL298.19TC298.61SW EC298.63BW EC298.70NG298.25NG298.27BW298.21SW298.82BW297.98NG297.46BW297.37SW297.55TC296.86CFFL297.21CFFL297.88TC297.28TC296.65CFFL296.20CFFL296.82TC296.47TC295.82CFFL296.02GTR296.22AC296.51PP296.54SGN295.85BGN 2IN SLOT296.18CL SLOT Y296.21CL SLOT AP296.33CNC296.41GTR296.58AC296.72SW BC296.91BW BC297.24NG297.76NG297.12BW296.96SW297.08NG296.56BW296.36SW296.17TC295.53CFFL295.70GTR295.95AC95.99GW297.65AC297.77AC297.60GTR297.39GTR AP297.37GTR297.50AC297.15AC297.02GTR296.96CNC296.83CL SLOT296.81CL SLOT297.25CNC297.34CNC297.22CL SLOT297.20CL SLOT297.83CL SLOT297.83CL SLOT297.96CNC298.05GTR298.22AC298.21AC298.04GTR298.65GTR AP298.67AC298.78AC298.77GTR298.59CL SLOT Y298.73CNC298.60CNC298.46CL SLOT Y298.48CL SLOT Y298.52CL SLOT AP298.68CNC298.69GTR298.85AC300.11AC299.90GTR299.77CFFL EC300.40TC299.963IN GALV INV299.04GTR299.16AC298.84CL SLOT298.90CNC299.72CL SLOT END299.44CFFL299.93TC299.50TC298.88CFFL298.68CFFL299.32TC298.63CFFL/CL SLOT299.30TC298.74CFFL298.81GTR298.88AC298.96AC298.83GTR298.73CFFL BC299.40TC299.39FD L/T LS3877299.46SGN299 17299.61BW/FW302.31TW302.37TW299.51SGN299.52BW/FW299.92BW/FW302.37TW302.34TW300.59BW/FW300.92BW/FW302.36TW300.68TC300.05CFFL300.19GTR300.39AC300.62AC300.42GTR300.27CFFL300.91TC301.12BW301.01FW BC301.24FW/PAVERS302.34TW298.56TC298.86AC299.20AC299.18AC298.99AC298.84AC298.64AC298.38AC298.67AC298.94AC298.65AC298.36AC298.05AC296.06AC296.28AC296.58AC296.90AC297.28AC297.63AC298.01AC298.36AC298.48WV298.75AC298.78WV298.26WV299.09AC299.43AC299.81AC300.17AC300.67AC333332929222222223333333292229292929LA ENTRADA4.3%4.3%4.3%4.3%4.3%0.7%2.0%2.0%2.0%1.5% 4 .8 %5.6%2.9%0.7%4 .8 %5.6%7.5%1.5%1.5%4.9%4.9%7.5 % 7 .5 % 9 .0 %5.7%(0.4%)(3.8%)1.5%1.5%1.5%1.0%1.0%3.9%3.9%7.5%1.5%8.3%8.3%2.8%2.8%1.5%1.5%(3.3%)(3.5%)9.0%5.3%4.5%5.0'7.0'6.2'7.0' 6.2'5.0'4.5'7.2'3.0'7.2'6.0'5.0'6.0' 7.2'14.0'7.5'31.0'1.5'1.5'4.3'4.5'3.0'4.9'5.0'5.0'7.7'6.2'7.0'5.0'7.0'6.2'8.8'8.9'8.4'5.8'5.9'1.6'2.0'2.0'1.5'2.0'6.0'7.6'14.0'2.0'3.2'(298.63 TC/FS)(298.61 FS)(296.91 FS)(296.72 FS)297.21 TC/FS298.08 FS297.56 FS297.46 FS297.14 FS296.95 FL297.02 FS297.07 FL296.61 FL297.29 TC297.31 FL297.56 TC297.19 FS297.13 FL297.19 FS296.32 FS297.65 FL298.15 TC296.20 FL296.87 TC(298.56 TC)(297.90 FL)(296.47 TC)(295.82 FL)(299.61 FS)(299.40 TC)(298.73 FL)(300.59 FS)(300.40 FS)(299.77 FS)299.42 FS299.20 FS299.28 FS300.00 FS299.51 TC299.15 FL299.90 TC299.39 FL299.21 FS299.14 FS299.17 TC298.73 FL299.31 TC298.67 FL298.80 FL298.88 FL298.52 FS298.46 FL298.53 FL298.52 FS7.3'16.7'27.0'6.0'DEL NORTE WAY299.51 FSPROTECT (E) SIGNPROTECT (E)POWER POLE6.3%5.7%2.2%1.2%6 .6 %5.7%297.67 TC297.56 FS298.00 TC297.63 FS298.33 TC298.16 FS7.0'6.8'7.7'5.0'8.7'7.1'298.94 FS296.96 FS1R=20'R=20'8.0'REPLACE 12"WHITE STOP BARREPLACE 186 SQFTOF CROSS GUTTERREMOVE (E)STOP SIGN POST RE-INSTALL STOP SIGNAND STREET NAMEBLADES ON NEW POSTCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN08SCALE IN FEETLA ENTRADA AND DEL NORTEC9CIVILNo. C 84733HAI-LONG Q. NGUY E N 1" = 8'Page 45 of 199 SET MAG87RIBED X304.54FD L/T BM304.60TC303.97CFFL EC304.10GTR304.26AC303.81AC303.63GTR303.43CFFL304.04TC304.07SGN304.17BW304.47CNC304.65BW304.79BW305.14CNC304.94TC304.33CFFL304.47GTR304.71AC304.88AC304.72GTR304.57CFFL305.17TC305.02BW305.17CNC305.79CNC305.67BW305.58TC304.94CFFL305.08GTR305.35AC306.11AC305.86GTR305.71CFFL BC306.37TC306.35SGN306.40BW306.28NG306.03NG306.13BW306.06BW/CNC POL306.25CNC POL306.04TC305.44CFFL305.58GTR305.89AC305.18CFFL305.79TC305.31GTR305.56AC305.83BW306.53BW306.47NG306.48TC305.82CFFL305.98GTR306.24AC307.22BW307.46NG307.10TC306.44CFFL306.59GTR306.75AC306.86AC306.73GTR306.58CFFL EC307.20TC307.33BW307.57NG307.29NG307.16BW307.01TC306.36CFFL306.50GTR306.67AC306.93AC307.35TC306.73CFFL306.86GTR307.34SGN307.57BW307.73NG308.02NG307.80BW307.68TC307.06CFFL307.14GTR307.22AC307.73FH306.98AC308.06AC307.81GTR307.74CFFL308.33TC308.41SGN308.48BW308.60NG308.10NG308.13BW308.00TC307.39CFFL307.49GTR307.60AC308.37AC308.10GTR307.96CFFL308.61TC308.70BW309.02BW308.99NG308.89TC308.27CFFL308.40GTR308.60AC306.82AC306.86AC306.89AC306.92AC307.00AC307.11AC306.92WV306.74WV307.39AC307.69AC308.00AC308.22AC308.54AC308.79AC306.42306.11AC305.81AC305.51AC305.22AC304.92AC304.62AC304.48MON LID304.31AC303.97AC6304.01AC304.33AC304.73AC305.11AC305.30AC305.55AC305.75AC306.02AC306.28AC306.49AC306.54AC306.84AC306.82AC306.80AC306.76AC306.70AC306.58AC306.59AC306.61AC306.97AC307.23AC306.27AC305.97AC305.67AC305.34AC306.00AC306.13AC1.5%3.0%1.5%3.8%3.8%5.1%5.1%0.7%0.7%1.9%1.5%5.0%5.0%5.4%1.0%4.5%1.0%1.0%(0.8%)(0.5%)11.7'7.5'5.0'7.5'10.7'13.5'12.5'6.2'7.0'TRANSITION5.0'2' GTR7.0'TRANSITION6.2'5.9'1.5'3.0'5.9'1.5'3.0'8.5'8.5'5.0'6.3'3.0'(304.65 FS)305.24 FS305.63 FS305.70 FS305.99 FS305.56 FS305.64 FS305.36 FL305.16 TC304.69 FS305.43 TC305.00 FS305.75 TC305.57 FS4.1%4.4%2.5%3.7%305.90 TC305.62 FS(306.37 TC)(305.71 FL)(306.40 FS)(304.60 TC)(303.97 FL)4.5 %RELOCATE (E) FIRE HYDRANT TO BACK OF WALKPER CITY ENG. STD. 6310. INSTALL RESTRAINEDTRANSITION COUPLING AND EXTEND FIREHYDRANT SERVICE TO BACK OF WALK7.5%1.5%(2.2%)(1.5%)1.5%1.5%(1.5%)0 .4 % 0 .4 %1.5%6.4%6.4%6.4%9.0%2.7%6.7%6.4%3.4%3.4%3.4%3.4%3 .4 % 4 .5 % 2 .2 % 0 .4 %0.8%2.2%(308.70 TC/FS)(307.96 FL)(308.61 TC)(307.33 TC/FS)(307.20 TC)(306.58 FL)6.6'6.5'6.1'5.0'5.0'2' GTR 5.0' 6.1'7.7'TRANSI TI O N TRANSITION6.0'5.0'6.0'6.6'6.6'6.9'4.5'3.5'3.0'6.9'6.0'6.0'7.7'307.65 TC307.36 FS307.89 TC307.39 FS308.26 TC307.85 FS308.48 TC308.27 FS(307.73 FL)(308.18 TC)(307.51 FL)(307.75 TC)(307.31 FL)(307.59 TC)307.13 FL307.06 FL(306.89 FL)(307.28 TC)(306.75 FL)(307.26 TC)4.5%307.40 FS307.32 FS308.07 TC307.46 FS1.5'3.0'1.5'3.0'LA ENTRADARAMONA DRPROTECT (E) BMELEV : 304.5411R=20'R=20'305.43 FLREPLACESTRIPING(TYP.)(308.61 TC)(307.96 FL)R/WR/WR/W R/WREPLACE 12"WHITE STOP BAR1REMOVE(E) POSTCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HNLA ENTRADA AND RAMONAC10CIVILNo. C 84733HAI-LONG Q. NGUY E N 08SCALE IN FEET1" = 8'Page 46 of 199 254.85NG254.51TC253.89CFFL EC253.98GTR254.29NG253.78NG253.59GTR253.10GTR253.24AC252.77AC252.77GTR252.42GTR AP252.41GTR252.54AC252.26FL252.16FL252.39GTR252.45AC252.42AC252.35GTR252.11FL252.02FL252.16GTR252.27AC252.21AC252.08GTR251.97CFFL BC252.60TC252.71BW BC253.71NG254.53NG254.42NG253.42NG252.65BW252.54TC251.86CFFL252.01GTR252.15AC252.21WV252.61FH252.4GM25B25NG254NG252.62TC252.04CFFL252.80BW253.72NG254.54NG254.87NG253.89NG253.19BW END253.43NG254.55NG253.08SW END253.17TC252.50CFFL252.15CFFL252.78TC252.11GB252.21GB252.38GB252.67GB253.21GB253.06CFFL253.72TC253.71GB253.39CFFL254.03TC254.17NG254.97NG252.47CNC252.80AC252.46GTR252.40GTR252.28FL252.52AC252.49WV252.41WV252.46WV252.53AC252.38GTR252.40GTR AP252.29FL252.75AC253.01AC252.87GTR253.44GTR253.64AC254.31AC254.03GTR253.87CFFL BC254.56TC254.46NG254.86GRASS255.07GRASS253.23FL253.23CFFL253.69TC253.62NG254.13GRASS254.42GRASS253.80GRASS AP254.11GRASS AP254.10GRASS AP254.61GRASS253.52NG253.47NG253.48SGN253.51BW END253.30SW END252.88CFFL253.42TC252.54CNC252.44FL253.19TC252.72CFFL253.28NG253.36NG252.98TC252.46CFFL252.39FL252.44GTR252.56AC252.51AC252.41GTR252.35FL252.61AC252.44GTR252.34CFFL EC252.82TC252.96BW EC252.98NG253.57GRASS254.24GRASS254.35GRASS253.64GRASS252.89NG252.99BW@WLK253.09BW@WLK253.14BW GB253.01TC252.39CFL252.44GTR252.72AC252.90WM252.85GM252.87BW252.87TC252.36CFFL252.43GTR252.64AC253.08BW253.08NG253.66GRASS254.19GRASS254.24GRASS253.78GRASS253.23NG253.22BW254.61AC254.07AC253.54AC253.03AC253.07AC253.60AC254.22AC254.89AC254.58AC253.96AC253.41AC2A252.34AC252.40AC252.43AC252.47AC252 59252.62AC252.65AC252.65AC252.68AC252.68AC252.74AC252.76AC252.88AC252.80AC5.6%0.2%(2.6%)1.0%1.5%1.5%1.5%1.7%4.5%6.0'5.0'7.5'19.5'10.1'25.2'2.0'1.5'1.5'2.0'(252.96 TC/FS)253.11 TC252.84 FS253.34 TC252.67 FS253.51 TC252.74 FS252.76 TC252.43 FL252.59 FL6.3'10.1'5.0'23.4'252.66 FL252.41 FS252.29 FL(252.82 TC)(252.34 FL)(254.56 TC/FS)(253.87 FL)6.0'3.0'LA CANADA DRCERRO ROMAULDO AVE(2.0%)1.0%5.9%4.5%1.5%3.1%1.5%0.4%6.1'21.9'5.0'17.6'3.0'19.6'10.0'6.0'25.0'252.25 FL252.37 FS253.28 TC252.68 FS253.11 TC252.61 FS(252.71 TC/FS)1.5'2.0'2.0'1.6'(252.60 TC)(251.97 FL)(254.51 TC/FS)(253.89 FL)252.52 FL252.60 FLPROTECT (E) FHR=28'R=28'REPLACE 40 LFRED CURBPAINT11.5%(1.5%)5.0'18.1'255.07 TC254.64 FS8.3%2.4%2.2%10.5%1.5%1.5%0.8%1.5%1 1 .5 % 8 .9 %(1.5%)1.5%6 .0 % 16.6'5.0'13.3'REPLACE 40 LFRED CURBPAINT255.00 TC254.59 FS258.88AC258.57GTR258.40CFFL EC259.07TC259.19BW259.67NG259.36BW EC259.46TC258.84CFFL258.95GTR259.24AC259.62BW258.95TC258.30CFFL258.40GTR258.68AC258.55AC258.39GTR AP258.16GTR AP/GB258.01GB257.98CFFL258.60TC258.52SW@BK CRB258.61SW@BK CRB258.64SW POC258.65SW POC258.56SW POC258.35NG258.94BW258.80BW258.95NG258.72BW258.68BW258.59TC258.04CFFL258.01CFFL/GB258.61TC258.13GB257.98GB/FL257.94FL258.00GB258.01CFFL258.57TC258.24GTR258.47AC258.27AC258.07GTR258.05GTR AP258.18AC257.84FL257.85FL T257.97FL258.01FL Y257.913IN PVC INV258.06CFFL258.04CFFL258.60TC258.00FL258.02FL258.03CFFL258.60TC258.13GTR AP258.24AC258.28AC258.17GTR258.08CFFL258.63TC258.76BW258.88NG258.74BW258.67TC258.06CFFL258.20GTR258.31AC258.85BW258.91BW258.26AC25GT25FL258AC258.27AC258.48AC258.60AC258.72AC258.87AC258.99AC259.16AC259.41AC258.AC1.6%1.2%1.2%1.2%5.2%4.2%4.4%(2.0%)(2.5%)5.3%6.5%6.5%1.5% 1.5% 2.4%1.1%(1.0%)1.0%17.7'5.0'5.0'3.7'20.7'5.0'6.2'4.3'6.0'1.6'2.0'6.0'1.6'33.8'5.9'7.5'2.0'3.0'(259.19 TC/FS)258.94 TC258.25 FS258.87 TC258.19 FS258.80 TC258.51 FS(258.75 TC/FS)258.16 FL258.10 FL258.42 TC258.02 FL(259.07 TC)(258.40 FL)(258.60 TC)(258.03 FL)257.89 FL258.00 FLCERRO ROMAULDO AVER=45'REPLACE 31 LFRED CURB PAINT4257.46BW257.42AC257.47AC257.26GTR257.27GTR257.14FL256.73FL256.92GTR257.08AC257.13AC256.84GTR AP256.93GTR256.73CFFL257.43TC257.56TC256.95CFFL257.07GTR257.39AC257.25AC257.47SGN257.73BW257.85NG257.54SW EC257.55SW PRC257.62SW POC257.71SW POC/CNC POL257.64CNC POL@BK CRB257.64TC257.00CFFL257.14GTR257.51AC257.60AC257.12GTR257.05CFFL EC257.70TC257.76SW BC257.91BW EC257.77NG257.84BW257.77BW257.98NG257.93SLATE WLK257.89SLATE WLK@BW257.58BW257.52SW257.48SW BC257.32SW POC257.23TC256.64CFFL256.66FL256.84GTR257.00AC256.71AC256.50GTR AP256.46GTR AP256.38CFFL257.01TC256.34AC256.11GTR255.97CFFL BC256.64TC256.89SW BC/CNC POL256.81CNC POL@BK CRB256.40CNC POL@BK CRB256.54SW/CNC POL256.66SW256.79BW257.22NG257.39NG257.01BW BC257.20BW257.57NG257.86NG257.08SW256.07AC255.86GTR255.71CFFL256.35TC256.212IN TREE256.30AC256.52AC256.73AC256.96AC257.19AC257.35AC257.53AC257.71AC257.87AC257.93AC257.84AC257.69AC257.37AC1.2%2.0%2.0%(2.6%)(2.4%)6 .3 % 6 .3 %1.5%1.5%7.5%1.5%3.5' 8.1'5.0'4.0'3.5'5.9'13.0'6.0'1.6'2.0'5.0'5.0'3.0'3.5'5.2'5.0'11.5'(257.84 TC/FS)(257.71 TC/FS)257.83 TC257.62 FS257.80 TC257.11 FS257.75 TC257.05 FS257.46 TC257.13 FS(257.20 TC/FS)(257.08 TC/FS)257.47 TC256.97 FS257.53 TC257.03 FS1.5%0.5%4 .8 % 3 .1 %257.26 TC(257.01 TC)(256.38 FL)(257.49 TC)(256.83 FL)256.93 FS257.38 TC256.71 FL257.44 TC256.77 FL257.05 FS257.65 TC257.55 FS(256.90 FL)1.2%1.2%2.9%5.0'6.3'3.0'PROTECT(E) SIGN1.9%CERRO ROMAULDO AVESANTA LUCIA DRR=25'17 LF RED CURB PAINTCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HNC11CIVILNo. C 84733HAI-LONG Q. NGUY E N 08NSCALE IN FEETCERRO ROMAULDO AND LA CANADACERRO ROMAULDO AND SANTA LUCIA1" = 8'Page 47 of 199 265.94NG264.90GTR265.13AC264.79CFFL265.40TC265.64BW265.74NG265.24SDMH265.32BW265.75NG265.40BW265.51BW265.38TC264.55CFFL BC264.54CFFL SDINLET264.70GTR AP264.85AC26TC26CF264GT264.AC264.85SDMH264.28CFFL SD INLET265.16TC265.75BW265.52TC264.87CFFL265.03CFFL265.69TC265.94BW266.05NG266.16NG266.02BW/JNT265.71TC/JNT265.11CFFL EC265.28GTR265.54NG265.42NG265.21GTR265.77FH266.01BW EC266.07BW POC266.10BW BC/WLK266.15BW WLK266.30NG265.83TC265.20CFFL265.33GTR265.71AC266.07SW POC265.93SW POC265.83SW POC266.09SW POC265.92SW POC265.93TC265.32CFFL265.43GTR265.73AC266.11BW POC266.11BW PRC266.14BW POC265.18GTR265.35AC265.29AC265.15GTR A265.09FL265.14GTR265.38AC265.27AC265.05GTR264.91CNCOLD/OLD265.00AC265.08AC265.20AC265.40AC265.49AC265.58AC265.67AC265.80AC265.51AC265.64AC265.75AC265.85AC265.95AC266.04AC266.41AC266.32AC45266.15AC25265.97AC.05265.81AC265.62AC0.5%0 .8 % 1 .1 %1.1%1.4%1.7%2.0%7.5%1.5%1.1%1.4%1.4%4 .3 % 4.3 %6.0%8 .0 %1.5%1.5%(2.1%)(5.2%)1.5%2 .4 %0.8%0.9%6.1'6.0'1.6'24.3'2.0'7.9'7.0'20.0'1.9'2.0'8.0' 7.4'5.0'7.8'6.7'5.7'6.0'5.0'6.0' 5.7'9.5'8.6'7.2'7.4'4.3'4.5'3.0'(266.02 TC/FS)265.94 TC265.67 FS265.86 TC265.36 FS265.80 TC265.30 FS265.64 TC265.42 FS(265.51 TC/FS)(265.38 TC)(264.54 FL)(265.71 TC)(265.11 FL)265.57 TC265.06 FL265.43 TC265.02 FL265.30 TC264.71 FL265.26 TC264.81 FL264.89 FL264.95 FL265.23 FS265.29 FSPROTECT (E) FHPROTECT(E) DI1.9%(265.09 FS)265.03 FSCERRO ROMAULDO AVEJEFFREY DRR=20'REPLACE 56 LFRED CURB PAINT257.50BW257.77NG257.44TC256.80CFFL256.90GTR257.05AC257.08AC257.02GTR AP256.98GTR AP256.85CFFL257.46TC257.54BW256.98AC256.80GTR257.35TC257.44BW256.744IN INV257.56BW257.58BW257.78NG257.56NG257.56CFFS257.54TX256.91CFFL256.86CFFL257.50TC257.00GTR AP256.90FL257.06GTR257.15AC257.16AC257.11GTR257.05GTR256.94FL257.13AC257.06AC257.08GTR257.08BX257.36TC256.97CFFL257.198IN DIA LS257.17CFFL BTM RMP257.61TC257.78NG257.70TC257.24CFFL BTM RMP257.13BX257.17GTR257.17AC257.41AC257.25GTR257.40GTR257.31CFFL257.57TC/JNT257.35TC257.19CFFL257.21TC257.15CFFL257.31CFFL257.78TC257.95TC257.56CFFL/JNT257.99SGN258.03TC/JNT257.59CFFL257.69GTR257.82AC257.51CFFL BC257.89TC257.61GTR257.76AC258.03TC257.71CFFL BC258.09AC257.89GTR257.77CFFL258.37TX258.37CFFS258.37BW258.89NG258.56NG258.596IN TREE257.21AC257.23AC257.23AC257.26AC257.27AC257.28AC257.22SMH57.32C257.32AC257.29AC257.23AC257.18AC257.14AC257.24AC257.35AC257.69AC257.51AC258.10AC258.36AC258.57AC258.30AC258.03AC257.71AC257.41AC257.21AC257.13GTR257.17GTR257.06FL257.31ACFELTON WAYCUESTA DR(0.3%)(0.5%)1.5%7.5%2.8%5.1%2.1%5.0'2' GTR8.6'TRANSITION2.0'1.5'4.0'4.5'3.0'2.9'4.9'5.0'6.5'1.0%1.5'2.0'(257.56 TC/FS)257.68 TC257.17 FS257.80 TC257.22 FS(257.95 TC/FS)(257.57 TC)(257.31 FL)257.13 FS257.08 FS1.5%R=25'(257.54 TC)(256.91 FL)PROTECT (E)LIGHT POLER/WR/WREPLACE 12"WHITE STRIPECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN1" = 8'C12CIVILNo. C 84733HAI-LONG Q. NGUY E N 08SCALE IN FEETCERRO ROMAULDO AND JEFFREYCUESTA AND FELTONPage 48 of 199 220.54TW214.62BW/FW214.53CNC AP21CN21BK21TC2C21A2A213.62AC213.74AC213.65CFFL213.99TC214.17BK CRB214.35BW/FW220.28TW219.99TW213.86BW/FW213.81BK CRB213.87SW213.68TC213.31CFFL213.29AC213.38AC214.27SW21SW214.513IN TREE213.44TC213.07CFFL213.57BK CRB213.62SW213.08AC213.12AC213.68BW/FW219.87TW219.77TW221.25TW213.52BW/FW AP213.22BK CRB213.19TC EC213.14TC212.72CFFL212.78AC212.81AC213.11TX212.66CFFL212.61BX212.57BX212.52CFFL212.55TC212.98TX212.55CFFL213.25RMP GB213.33RMP GB213.07TC BC212.62GTR BGN212.54GTR BC212.42GTR POC212.46GTR EC212.67GTR212.76GTR212.57AC212.72AC212.77AC212.64AC212.67AC212.69AC212.92AC213.04AC213.06AC212.85AC212.89AC212.85AC212.78AC212.82AC212.72AC213.184SGN213.10SW212.95BK CRB212.86TC213.15BK CRB/SW213.07TC212.68CFFL213.02AC212.81AC212.74AC213.12AC213.17AC213.70CNC AP213.55SW@TREE BX213.32BK CRB213.26TC212.88CFFL212.92AC213.15AC213.22AC213.33AC213.43AC213.45AC213.34AC213.14AC213.02CFFL213.49TC213.54BK CRB213.65SW213.69SW@TREE BX213.51BK CRB213.43TC213.6715IN TREE213.87CNC AP213.58BK CRB/SW213.52TC213.08CFFL213.73CNC213.35CNC213.31CNC213.40CNC213.55BW/FW221.40TW213.60BW/TW213.76BW/TW LIFTED213.73BW/TW213.96BW/FW213.83CNC213.73SW213.70BK CRB213.66TC213.30CFFL213.37AC213.55AC213.73AC213.67AC9.950.02CRB9.66FL9.74C9.81.11W/.4TW210.38TC210.41BK CRB210.13CFFL210.19AC210.26AC210.78AC210.71AC210.95TC210.66CFFL210.927IN TREE211.12MTR211.17CNC AP211.11GB211.02CNC POL@BK CRB210.99TC210.90CNC AP210.81CNC POL@BK CRB210.91GB210.94TW/CL 48IN WD GT210.55BW210.44GB211.37BW211.79TW211.71NG212.34NG212.43TW211.96BW211.73GB211.62BK CRB211.59TC211.15CFFL211.26AC211.30AC212.06SGN211.97TC BC211.48GTR BGN211.48CFFL211.96TX211.63BX211.58CFFL211.60CFFL211.63TC211.71BX211.66CFFL212.36TX211.87CFFL211.93CFFL212.47TC EC212.01GTR END212.30AC212.66AC212.85AC212.37RMP GB/TV PB AP212.24TV PB AP212.29TV PB AP212.22RMP GB212.36BW AP212.80TW AP/FNCW212.43TELE PB AP212.43TELE PB AP212.67TELE PB AP212.63TELE PB AP212.65BW213.21TW212.69NG212.74BK CRB212.72TC212.19CFFL212.33AC212.58AC212.85AC213.01AC211.89GTR212.18AC212.43AC212.67AC212.46AC212.19AC212.12AC211.86GTR EC211.81GTR POC211.98AC212.21AC212.33AC211.76GTR POC211.71GTR BC211.78AC211.81AC211.63AC211.59AC212.04AC212.10AC213.03TC213.03BK CRB213.14SW LIFTED213.12CNC AP213.23CNC AP213.24CNC AP212.73CNC213.3321IN TREE213.38CNC AP213.42CNC AP213.11BW213.67TW213.36TW212.81BW213.32BW213.97TW213.37CNC213.21CNC AP213.20CNC POL213.16TC212.55CFFL212.69AC212.87AC213.10AC212.71AC212.86AC213.22STRIPE T213.14AC212.81AC212.66STRIPE END212.49STRIPE AP212.73STRIPE END212.01STRIPE END211.84STRIPE AP211.48STRIPE END213.19AC213.37AC213.32AC213.58AC213.65AC213.47ACTVT T (3.5%)0.5%6.5%5.7%1.5%1.5%1.2%1.0%1.0%4.5%5.5%2.2%(213.52 TC)(213.08 FL)(213.85 TC/FS)(213.86 FS/TC)213.12 TC212.83 FS213.03 TC212.78 FL213.52 TC213.17 FS212.78 FS212.73 FS1.5%213.46 TC213.02 FL5.0%2.8%(1.9%)1.8%7.5%1.4%1.5%7.5%8 .2 %4.2%1.5%1.5%5.1%4.3%4.5%5.2%2 .0 %1.5%5.1%4.0%4.5%212.19 TC211.86 FL211.91 TC211.41 FL0.9%4.5%8.3%1.8%2.0'2.0'10.0'7.1'12.0'1.5%5.1%2.0%2.0%212.70 FS3.0'4.8'4.2'9.9'1.5'4.0'1.2%1.2%20.0'21.4'10.1'2.0'2.0'5.0'15.3' RED CURB PAINT21.4'5.9%212.36 TC212.03 FS4.2'212.05 FS(213.32 TC/FS)213.77 TC213.60 FS5.8%6.0'5.0'5.0'8.6'2.0'2.0'15.9'14.7'5.1'5.3'5.3'3.3'R=10'5.0'7.0'211.75 FS211.68 FS(213.31 TC)(212.72 FL)(211.05 TC)(210.66 FL)(211.37 TC/FS)212.04 FS211.97 FS211.59 TC211.70 FS11.9' RED CURB PAINT5.0'9.8'213.13 FS213.08 FS(213.68 TC)(213.31 FL)(213.20 FS)212.61 FL5.0'L=15.7R=10'1.8%11PROTECT (E) WALL(N) 12" YELLOWCROSSWALK STRIPING(TYP.)8REMOVE ANDRELOCATE (E)METER POLE15.4' RED CURB PAINTPALM ST994.0'4.0'BROAD STPAVEOUT2.0' PAVEOUT209.21SGN209.38TX209.43BK CRB208.75CFFL208.97CFFL209.08BX209.27BX209.20CFFL209.34CFFL209.94TX EC210.02SL209.98BK CRB209.88RMP GB209.65RMP GB209.53BW GB208.96NG209.48CL 18IN MON SGN209.50CL 18IN MON SGN209.46LINE209.44LINE209.35CL .9 MON SGN POC209.53CNC209.26BW208.88NG209.25CNC209.17BK CRB209.09TC208.57CFFL208.87AC209.20AC209.49AC209.04AC209.61AC209.96AC208.72TC208.77BK CRB208.52AC208.88AC208.83CNC208.91BW208.68NG210.03TC209.43CFFL209.71CFFL210.25TC209.80AC210.39AC210.83AC210.44AC210.05AC209.75AC210.40AC210.94AC210.44AC209.94AC209.65CFFL210.15TC209.92TC209.25CFFL/GTR END209.43GTR209.99BK CRB210.18BK CRB210.31BK CRB210.2314X20IN EPB210.21TV PB AP210.11TV PB AP210.10TV PB AP210.09CNC209.92SGN210.19TELE PB AP210.17TELE PB AP210.18TELE PB AP210.06CNC209.79BW209.49NG209.77NG209.53NG209.66BW209.97BW210.22BW AP209.74E VLT AP209.66E VLT AP209.97E VLT AP209.89TC BC209.17CFFL209.37GTR209.71AC210.00AC210.29AC210.64AC210.19AC209.84AC209.67TC209.69BK CRB208.95CFFL209.13GTR209.40AC209.67AC209.95AC209.60AC209.20AC208.91AC208.72GTR209.5715IN PALM209.57CNC POC209.54CNC POC209.50CNC POC209.40CNC POC208.69TC208.02CFFL208.67BK CRB208.89CNC208.91BW/CNC POL208.76CNC POL209.19NG209.32BW209.30CNC209.25TC208.61CFFL208.70GTR208.11GTRACACAC211.40TC211.39TC211.37TC EC210.74CFFL210.82CFFL/GTR BGN210.83GTR210.87AC210.82AC210.45WV211.34FH210.96TC210.33CFFL210.42GTR210.45AC210.46AC211.53BW211.95BW212.19BW AP212.52BW212.30BRICK POL211.92BRICK POL211.66BRICK AP211.93BRICK POL212.7016IN TREE212.27SGN210.73BW210.94BRICK210.31TC209.71CFFL209.76GTR209.86AC209.85AC211.25BRICK211.06BW210.58TC209.94CFFL210.05GTR210.13AC210.12AC211.43TX210.85CFFL GTR END210.94AC211.07AC211.11AC211.37AC211.28AC211.04GTR EC211.20GTR POC211.57AC211.66AC211.85AC211.59AC211.84WV211.35GTR BC211.30BX211.09BX211.12CFFL211.17TC211.23TC210.90CFFL211.41CFFL211.85TC212.14TX212.25TC212.24TC BC211.64CFFL GTR BGN211.99AC212.26AC212.10AC211.83AC212.32RMP GB212.13RMP GB212.26TV PB AP212.35TV PB AP212.51TV PB AP212.43TV PB AP212.52UTIL PB AP212.50UTIL PB AP212.29UTIL PB AP212.35UTIL PB AP212.47TEL PB AP212.45TEL PB AP212.69TEL PB AP212.72TEL PB AP212.80BW LIFTED212.89BW212.94BW/BRICK POL212.73NG212.52NG212.84BRICK POL212.88CNC GB212.43CNC GB213.16CNC GB213.26BW213.27BRICK213.11TC212.53CFFL212.75AC213.05212.72TC212.16CFFL212.38AC212.65AC212.85CNC213.95BRICK213.90BW213.86CNC213.50CNC213.56BW213.67BRICK213.48TC212.90CFFL213.24CFFL213.82TC213.14AC213.47AC213.75209.94AC209.89AC209.47AC210.23AC210.31AC210.87CROSS BAR END210.64AC210.39AC210.72AC211.10AC211.44WV211.47WV211.52WV211.54CNC PCC211.50CNC POC211.46CNC PCC211.45CNC POC211.44CNC PCC211.50CNC POC211.56CNC PCC211.58211.08AC211.32AC209.43STRIPE END209.73STRIPE END209.58STRIPE END211.27STRIPE END211.74STRIPE ENDTTETV ETVTTE 5.6%7.7%(1.6%)9.5%4.6%1.5%1.5%7 .3 %7.7%6.1%1.5%(6.0%)211.96 TC211.70 FL(213.11 TC)(212.53 FL)(210.50 TC)(209.88 FL)211.77 TC210.88 FL211.82 FS211.78 FS212.63 TC212.61 TC0.3%5.3%1.5%1.0%5.9%8.5%5.5%5.7%6.0%0.3%0.3%7.5%9.7%2.0%1.5%1.6%9.8'12.0'2.0'2.0'10.1'4.2'3.0'5.0'5.0'2.4'15.0' RED CURB PAINT5.6%1.5%2.4%7.7%6.1%7.7%1.0%2.0%2.0%4.0'2.0'10.0'9.9'1.5'14.6'14.1'6.6'8.3'1.6'4.0'(210.97 TC/FS)8.5'6.5'5.0'5.3'5.1'5.3'R=10'5.0'16.4' RED CURB PAINT7.0'5.1'(210.39 FS)211.82 FS211.75 FS211.13 FS211.70 TC(213.26 FS/TC)(209.53 FS)(209.63 FS)(209.38 TC)(208.75 FL)(209.50 TC)(208.77 FL)210.12 TC209.82 FL210.07 TC209.77 FL3.0'210.22 FS210.28 FL211.01 TC211.66 TC1.5%6.1%211.45 FS211.37 FS211.31 FLL=15.8R=10'211.39 FL4.9%116888MATCH (E)GRADES ATELECTRIC VAULTRESET (E) PAVERS(N) STOPMARKING(N) DETAIL 22(N) 12"STOP BAR(N) 12" YELLOWCROSSWALK STRIPING(TYP.)8PROTECT (E)LIGHT POLE12.5'RED CURB PAINT10.3' RED CURB PAINT9210.10 FL210.09 FLPAVEOUT4.0'PAVEOUTPAVEOUTCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN1" = 8'XXC13CIVILNo. C 84733HAI-LONG Q. NGUYE N08SCALE IN FEETBROAD AND PALMLEGEND(N) SIDEWALK PER ENG. STD. 4110(N) MISSION STYLE SIDEWALK ENG. STD. 4220HMA SURFACE & LEVELING COURSEPER DETAIL A, SHEET C15.REMOVE AND REPLACE AC OVER PCCPAVEMENT PER ENG. STD. 4110 & 6020.3/4" LEVELING COURSE OVER 8" PCC.CONSTRUCTION NOTESREMOVE EXISTING AND INSTALL NEW PUNCH POST ANDSLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BEREUSEDADJUST AND RESET MONUMENT PER ENG. STD. 9020ADJUST WATER VALVE PER ENG. STD. 6040ADJUST SEWER MANHOLE PER ENG. STD. 6040ADJUST UTILITY BOX TO FINISHED SURFACETREE WELL PER ENG. STD. 8130. CUT FRAME AND GRATETO SIZE AS SHOWN.INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDEPROPER CLEARANCE BETWEEN UNDERSIDE OF FLANGEAND SIDEWALK SURFACE PER CITY STD. 6310.1NOTES1. THE INTERSECTION OF BROAD OF PALMIS PAVED WITH AC OVER PCC.2. CONTRACTOR MUST COORDINATE WITHUTILITY COMPANIES TO ADJUST UTILITYBOXES TO FINISHED SURFACE56789106" INCH FULL DEPTH AC REPLACEMENTPER ENG STD. 4110. 1-3/4" SURFACECOURSE OVER 4-1/4" AC.1-3/4" MILL AND FILL PERDETAIL B, SHEET C15Page 49 of 199 N210.79FD L/T IN MW209.21SGN209.38TX209.43BK CRB208.75CFFL208.97CFFL209.08BX209.27BX209.20CFFL209.34CFFL209.94TX EC210.02SL209.98BK CRB209.88RMP GB209.65RMP GB209.53BW GB208.96NG209.48CL 18IN MON SGN209.50CL 18IN MON SGN209.46LINE209.44LINE209.35CL .9 MON SGN POC209.53CNC209.26BW208.88NG209.25CNC209.17BK CRB209.09TC208.57CFFL208.87AC209.20AC209.74AC210.05AC209.49AC209.04AC209.61AC209.96AC210.49AC208.72TC208.77BK CRB208.52AC208.88AC209.34AC208.83CNC208.91BW208.68NG210.03TC209.43CFFL209.71CFFL210.25TC209.80AC210.39AC210.83AC210.85AC210.44AC210.05AC209.75AC210.40AC210.78AC210.94AC210.44AC209.94AC209.65CFFL210.15TC209.92TC209.25CFFL/GTR END209.43GTR209.99BK CRB210.18BK CRB210.31BK CRB210.2314X20IN EPB210.21TV PB AP210.11TV PB AP210.10TV PB AP210.09CNC209.92SGN210.19TELE PB AP210.17TELE PB AP210.18TELE PB AP210.06CNC209.79BW209.49NG209.77NG209.53NG209.66BW209.97BW210.22BW AP209.74E VLT AP209.66E VLT AP209.97E VLT AP209.89TC BC209.17CFFL209.37GTR209.71AC210.00AC210.29AC210.64AC210.19AC209.84AC209.67TC209.69BK CRB208.95CFFL209.13GTR209.40AC209.67AC209.95AC209.60AC209.20AC208.91AC208.72GTR209.5715IN PALM209.57CNC POC209.54CNC POC209.50CNC POC209.40CNC POC209.19NG209.32BW209.30CNC220.54TW214.62BW/FW214.53CNC AP21CN21BK21TC2C21A2A2A213.82AC213.62AC213.74AC213.65CFFL213.99TC214.17BK CRB214.35BW/FW220.28TW219.99TW213.86BW/FW213.81BK CRB213.87SW213.68TC213.31CFFL213.29AC213.38AC213.48AC214.27SW21SW214.513IN TREE213.44TC213.07CFFL213.57BK CRB213.62SW213.08AC213.12AC213.21AC213.68BW/FW219.87TW219.77TW221.25TW213.52BW/FW AP213.22BK CRB213.19TC EC213.14TC212.72CFFL212.78AC212.81AC212.87AC213.11TX212.66CFFL212.61BX212.57BX212.52CFFL212.55TC212.98TX212.55CFFL213.25RMP GB213.33RMP GB213.07TC BC212.62GTR BGN212.54GTR BC212.42GTR POC212.46GTR EC212.67GTR212.76GTR212.57AC212.72AC212.77AC212.64AC212.75AC212.67AC212.69AC212.92AC213.04AC213.06AC212.85AC212.89AC212.85AC212.78AC212.82AC212.72AC213.184SGN213.10SW212.95BK CRB212.86TC213.15BK CRB/SW213.07TC212.68CFFL213.02AC212.81AC212.74AC213.12AC213.17AC213.35CNC213.31CNC213.40CNC213.55BW/FW221.40TW9.950.02CRB9.66FL9.74C9.819.87.11W/.4TW210.38TC210.41BK CRB210.13CFFL210.19AC210.26AC210.32AC210.83AC210.78AC210.71AC210.95TC210.66CFFL210.927IN TREE211.12MTR211.17CNC AP211.11GB211.02CNC POL@BK CRB210.99TC210.90CNC AP210.81CNC POL@BK CRB210.91GB210.94TW/CL 48IN WD GT210.55BW210.44GB211.37BW211.79TW211.71NG212.34NG212.43TW211.96BW211.73GB211.62BK CRB211.59TC211.15CFFL211.26AC211.30AC211.38AC212.06SGN211.97TC BC211.48GTR BGN211.48CFFL211.96TX211.63BX211.58CFFL211.60CFFL211.63TC211.71BX211.66CFFL212.36TX211.87CFFL211.93CFFL212.47TC EC212.01GTR END212.30AC212.66AC212.85AC212.37RMP GB/TV PB AP212.24TV PB AP212.29TV PB AP212.22RMP GB212.36BW AP212.80TW AP/FNCW212.43TELE PB AP212.43TELE PB AP212.67TELE PB AP212.63TELE PB AP211.89GTR212.18AC212.43AC212.67AC212.46AC212.19AC212.12AC211.86GTR EC211.81GTR POC211.98AC212.21AC212.33AC211.76GTR POC211.71GTR BC211.78AC211.81AC211.83AC211.63AC211.63AC211.59AC212.04AC212.10AC212.19AC209.25TC208.61CFFL208.70GTR211.40TC211.39TC211.37TC EC210.74CFFL210.82CFFL/GTR BGN210.83GTR210.87AC210.82AC210.45WV211.34FH210.96TC210.33CFFL210.42GTR210.45AC210.46AC211.53BW211.95BW212.19BW AP212.52BW212.30BRICK POL211.92BRICK POL211.66BRICK AP211.93BRICK POL212.7016IN TREE212.27SGN211.25BRICK211.06BW210.58TC209.94CFFL210.05GTR210.13AC210.12AC211.43TX210.85CFFL GTR END210.94AC211.07AC211.11AC211.37AC211.28AC211.04GTR EC211.20GTR POC211.57AC211.66AC211.85AC211.59AC211.84WV211.35GTR BC211.30BX211.09BX211.12CFFL211.17TC211.23TC210.90CFFL211.41CFFL211.85TC212.14TX212.25TC212.24TC BC211.64CFFL GTR BGN211.99AC212.26AC212.10AC211.83AC212.32RMP GB212.13RMP GB212.26TV PB AP212.35TV PB AP212.51TV PB AP212.43TV PB AP212.52UTIL PB AP212.50UTIL PB AP212.29UTIL PB AP212.35UTIL PB AP212.47TEL PB AP212.45TEL PB AP212.69TEL PB AP212.72TEL PB AP212.80BW LIFTED212.89BW212.94BW/BRICK POL212.73NG212.52NG212.84BRICK POL212.88CNC GB212.43CNC GB213.16CNC GB213.26BW213.27BRICK213.11TC212.53CFFL212.75AC213.05AC212.72TC212.16CFFL212.38AC212.65AC212.85CNC213.95BRICK213.90BW213.86CNC213.50CNC213.56BW213.67BRICK213.48TC212.90CFFL213.24CFFL213.82TC213.14AC213.46AC213.47AC213.75AC210.23AC210.31AC210.87CROSS BAR END210.64AC210.39AC210.72AC211.10AC211.44WV211.47WV211.52WV211.54CNC PCC211.50CNC POC211.46CNC PCC211.45CNC POC211.44CNC PCC211.50CNC POC211.56CNC PCC211.58CNC POC212.26CL MON LID212.51AC212.71AC212.86AC213.22STRIPE T213.14AC212.31SMH212.25AC211.63AC211.08AC211.32AC211.60AC211.89AC211.78AC212.22AC212.49AC212.81AC212.92AC212.46AC212.17AC212.64AC212.56AC212.23AC212.41AC212.88AC213.28AC213.28AC213.01AC213.42AC213.63AC213.62AC214.26AC214.17AC213.98AC213.67AC213.85AC213.90AC211.67AC212.66STRIPE END212.49STRIPE AP212.73STRIPE END212.01STRIPE END211.84STRIPE AP211.48STRIPE END212.01AC211.97AC211.85AC211.36AC211.67AC211.19AC212.10AC212.17AC212.38AC211.57AC211.49AC211.09AC209.43STRIPE END209.73STRIPE END209.58STRIPE END211.27STRIPE END211.74STRIPE END210.36AC210.93AC211.23AC210.81AC210.32AC210.22AC209.71AC210.25ACTTETV ETVTTE TVT T1.8%6.6%2.0%2.0%4.9%0.6%3.4%4.7%3.2%4.6%2.0%2.0%2.0%2.0%13.9'16.1'15.9'14.7'16.2'16.0'14.6'14.1'18.1'18.0'212.3± FS(210.82 FS)(210.39 FS)(213.20 FS)211.39 FL212.28 FL212.61 FL(213.14 FS)212.00 FS212.95 FS211.50 FS209.96 FS209.90 FS211.00 FS211.0211.5212.0212.5213.0210.5210.0210.0209.5209.0212.0212.5209.5209.0213.0210.5567(N) 12" YELLOWCROSSWALK STRIPING(TYP.)(N) STOPMARKING(N) DETAIL 22(N) 12"STOP BAR(N) 12" YELLOWCROSSWALK STRIPING(TYP.)(N) 12" YELLOWCROSSWALK STRIPING(TYP.)(N) 12" YELLOWCROSSWALK STRIPING(TYP.)REMOVE AND REPLACE AC OVER PCC PAVEMENT PERENG. STD. 4110 & 6020. INSTALL EXPANSION JOINTSWITH SMOOTH DOWELS AT LONGITUDINAL CENTER OFTHE STREET AND AT 9' ON CENTER. INSTALL DOWELSPER ENG. STD. 6020, NOTE 7.BROAD STPALM ST(N) STOPMARKINGCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HN1" = 8'C1408SCALE IN FEETBROAD AND PALM INTERSECTION PAVINGCIVILNo. C 84733HAI-LONG Q. NGUYE N Page 50 of 199 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAREA 6 & 7 CURB RAMPSHNMGBNJANUARY 2022100055817HNN/AC15BROAD AND PALM DETAILSNOTES:1. AFTER AC MILLING, UNSTABLE OR FAILING PCC PAVEMENT MAY EXIST.REPLACE FAILING PCC WITH (N) PCC IN AREAS AUTHORIZED BY THEENGINEER PRIOR TO AC OVERLAY.2. (N) PCC SHALL BE CLASS II AND BE HIGH EARLY STRENGTH PERSPECIFICATION 90-1.01B.3. REMOVE 12" OF (E) MATERIAL AND INSTALL 12" OF CLASS II AGGREGATENOT TO SCALECONCRETE BASE REPAIRCSEE NOTE 1MILLED DEPTHSAWCUT(E) AC SURFACE(E) PCC(E) SUBGRADESEE NOTE 38" (N) PCCINSTALL DOWELS PERENG. STD. 6020, NOTE 7(N) PCC CURB& GUTTTER(E) SUBGRADEMILL ALL AC PAVEMENT TO PCC BASE3/4" LEVELING COURSENOT TO SCALEHMA SURFACE COURSE & LEVELING COURSE - BROAD & PALMNOTES:1. DEPTH OF EXISTING AC PAVEMENT LAYER VARIES FROM 1/4" (AT CURB FACE) UP TO APPROXIMATELY 2 INCHES ATCENTER OF ROAD.2. COMPLETELY REMOVE ALL (E) AC PAVEMENT BY MILLING, DEPTH VARIES. WHEN MILLING OPERATION IS BEINGPERFORMED, THE MILLING OPERATION SHOULD BE ADJUSTED TO AVOID MILLING THE (E) PCC BASE. CONTRACTOR ISRESPONSIBLE TO DETERMINE AND PERFORM APPROPRIATE NUMBER OF PASSES FOR AC REMOVAL.3. INSTALL 3/4" MINIMUM LEVELING COURSE (3/8" AGGREGATE). NO ADDITIONAL COMPENSATION WILL BE ALLOWEDIRRESPECTIVE OF THE INCREASE IN DEPTH OF THE LEVELING COURSE REQUIRED TO OBTAIN A UNIFORM SLOPEACROSS THE MILLED SURFACE AND NEW GRADES AT ADJACENT GUTTERS. INSTALL PAVING GRID (GLASGRID 8502,STARGRID G-PS 200-100 OR APPROVED EQUAL) AND 1-3/4 INCHES MINIMUM SURFACE COURSE (1/2" AGGREGATE).4. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT PAVEMENT.A(SEE NOTE 3)(SEE NOTE 3)(N) PCC CURB& GUTTTER40' ROADWAY WIDTHVAR.VAR.6'AC TAPER6'AC TAPERSEE NOTE 31-3/4" AC SURFACE COURSE OVER PAVING GRIDPAVING GRI9DCIVILNo. C 84733HAI-LONG Q. NGUYE N 8" PCCPAVEOUT8" PCCPAVEOUT3/4" MIN.3/4" MIN.(E) PCCSECTION(N) PCC CURB& GUTTTER(E) SUBGRADE1-3/4" AC SURFACE COURSENOT TO SCALE1-3/4" MILL AND FILL - BROAD & PALMNOTES:1. MILL TO A DEPTH OF 1-3/4 INCHES. INSTALL 1-3/4 INCHES MINIMUM SURFACE COURSE (1/2" AGGREGATE). NO ADDITIONALCOMPENSATION WILL BE ALLOWED IRRESPECTIVE OF THE INCREASE IN DEPTH OF THE SURFACE COURSE REQUIRED TOOBTAIN A UNIFORM SLOPE ACROSS THE MILLED SURFACE AND NEW GRADES AT ADJACENT GUTTERS.2. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT PAVEMENT.B(SEE NOTE 1)(N) PCC CURB& GUTTTER40' ROADWAY WIDTHVAR.VAR.4-1/4" ACPAVEOUT4-1/4" ACPAVEOUT(E) ACSECTION6'AC TAPER6'AC TAPERSEE NOTE 3MILL TO A DEPTH OF 1-3/4"1-3/4" MIN.1-3/4" MIN.(SEE NOTE 1)Page 51 of 199 LINCOLN ST/ BROAD ST DEMOLITION PLANGGFC&BROAD STREETLINCOLN STREET190125CITY SPECIFICATION NO.5/20/2020DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863$5($ &85%5$036NO. 44813LAWRENCEPKRAEM E R III REGISTEREDPROFESSIONALE N G I N EER CIVILS TATEOFCALIFORNIAPage 52 of 199 LINCOLN ST/ BROAD ST IMPROVEMENT PLANGGFC&BROAD STREETLINCOLN STREET190125CITY SPECIFICATION NO.5/20/2020DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863$5($ &85%5$036NO. 44813LAWRENCEPKRAEM E R III REGISTEREDPROFESSIONALE N G I N EER CIVILS TATEOFCALIFORNIAPage 53 of 199 Page 54 of 199 SPECIAL PROVISIONS FOR CITY OF SAN LUIS OBISPO Area 6 & 7 Curb Ramps Specification No. 1000558 February 2022 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 919 Palm Street San Luis Obispo, CA 93401 (805) 781-7200 Page 55 of 199 Area 6 & 7 Curb Ramps Specification No. 1000558 Approval Date: February xx, 2022 Hai Nguyen February xx, 2022 Brian Nelson February xx, 2022 Page 56 of 199 TABLE OF CONTENTS NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ...................................................................................................................................... I BID DOCUMENTS .................................................................................................................................... II PROJECT INFORMATION........................................................................................................................ II QUALIFICATIONS .................................................................................................................................... III AWARD ..................................................................................................................................................... V ACCOMMODATION .................................................................................................................................. V BID FORMS .................................................................................................................... A BID ITEM LIST FOR AREA 6 & 7 CURB RAMPS, SPECIFICATION NO. 1000558 ................................ A LIST OF SUBCONTRACTORS ................................................................................................................ D PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ............................................................... E PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE .......................................................... E PUBLIC CONTRACT CODE SECTION 10232 STATEMENT .................................................................. E LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................... E NON-COLLUSION DECLARATION ......................................................................................................... G BIDDER ACKNOWLEDGEMENTS .......................................................................................................... H QUALIFICATIONS ...................................................................................................................................... I ATTACH BIDDER'S BOND TO ACCOMPANY BID .................................................................................. J SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ....................................................................................................... 1 1 GENERAL ........................................................................................................................................... 1 2 BIDDING ............................................................................................................................................. 1 4 SCOPE OF WORK ............................................................................................................................. 1 6 CONTROL OF MATERIALS ............................................................................................................... 2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 2 8 PROSECUTION AND PROGRESS ................................................................................................... 2 DIVISION V SURFACINGS AND PAVEMENTS ....................................................................................... 2 39 ASPHALT CONCRETE .................................................................................................................... 2 DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 3 73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 3 77 LOCAL INFRASTRUCTURE ............................................................................................................ 4 DIVISION XIII APPENDICES .................................................................................................................... 4 APPENDIX A - FORM OF AGREEMENT ....................................................................... 0 Page 57 of 199 NOTICE TO BIDDERS i NOTICE TO BIDDERS BID SUBMISSION Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until 11:00 a.m. on March xx, 2022 at which time they will be publicly opened and read aloud. Public bid opening may be accessed via Microsoft Teams video conference and conference call. In person attendance will be permitted. Attendees are encouraged to wear face masks and practice social distancing. Use the following link: https://teams.microsoft.com/l/meetup- join/19%3ameeting_MzY5NjIxZjEtN2E2Ny00NjQ0LWI5ODAtMzViYmIyNjVkZTAx%40th read.v2/0?context=%7b%22Tid%22%3a%22a78b182d-94e4-4507-a9a9- 330dcb148164%22%2c%22Oid%22%3a%22a8add278-38fa-47c3-8727- acd5a57b58ec%22%7d or join by phone with this number: 1 (209) 645-4165 with Conference ID: 715 034 233# Submit bid in a sealed envelope plainly marked: Area 6 & 7 Curb Ramps, Specification No. 1000558 Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered. By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents. All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions. Each bid must be accompanied by either a: 1. certified check 2. cashier's check 3. bidder's bond made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract. The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid. All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List. Page 58 of 199 NOTICE TO BIDDERS NOTICE TO BIDDERS ii Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code. The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids. Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects. BID DOCUMENTS A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/public-works-bids- proposals No printed copies are available for purchase at the City office. Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/documents- online/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer. Questions must be submitted through BidSync so that it is available to the public. Contact the project manager, Hai Nguyen at 805-781-7108 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued. You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at: www.slocity.org/government/department-directory/public-works/public-works-bids- proposals. PROJECT INFORMATION In general, the project consists of curb ramp construction. Page 59 of 199 NOTICE TO BIDDERS NOTICE TO BIDDERS iii The project estimated construction cost and contract time established for the project is a follows: BASE BID: $760,000 40 working days ADDITIVE ALTERNATIVE “A” $130,000 10 working days TOTAL PROJECT BID (BASE BID + ADD ALT. “A”): $890,000 The fixed liquidated damages amount is established at $500 per day for failure to complete the work within the contract time. In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. QUALIFICATIONS You must possess a valid Class A or C-8 Contractor's License at the time of the bid opening. You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code. You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date. One of the three referenced projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor. All referenced projects must be for curb ramp construction within the public right of way. Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive. The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions. Page 60 of 199 NOTICE TO BIDDERS NOTICE TO BIDDERS iv The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the 1. knowledge 2. experience, 3. or is otherwise not responsible as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City. Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders. It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award. Protests must be filed no later than five working days after either: 1. bid opening date 2. notification of rejected bid. Protest must be in writing and received by the project manager located at: 919 Palm Street San Luis Obispo, CA 93401. Valid protests must contain the following information: 1. the reasons for the protest 2. any supporting documentation 3. the ruling expected by the City to remedy the protest. Any protest not containing all required information will be deemed invalid and rejected. The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered. The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination. If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code. Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request. Page 61 of 199 NOTICE TO BIDDERS NOTICE TO BIDDERS v AWARD The lowest bidder will be determined in compliance with Public Contract Code Section 20103.8(c) with the Publicly Disclosed Funding Amount of $2,410,000 using either:  TOTAL PROJECT BID, if bid for Base Bid + Add. Alt. “A” is less than $890,000 or  BASE BID, if Base Bid is less than $890,000 and Base Bid + Add. Alt. “A” is greater than $890,000. As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications. You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263. ACCOMMODATION If any accommodations are needed to participate in the bid process, please contact Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation. Page 62 of 199 BID FORMS A BID FORMS All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together. THE UNDERSIGNED, agrees that they have carefully examined: 1. the location of the proposed work 2. the plans and specifications 3. read the accompanying instructions to bidders and propose to furnish all: 4. materials 5. labor to complete all the required work satisfactorily in compliance with 6. plans 7. specifications 8. special provisions for the prices set forth in the bid item list: BID ITEM LIST FOR AREA 6 & 7 CURB RAMPS, SPECIFICATION NO. 1000558 Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 1 73 NE CURB RAMP: GALLEON AND ROYAL LS 1 -------------- 2 73 SW CURB RAMP: GALLEON AND ROYAL LS 1 -------------- 3 73 S CURB RAMP: LAKEVIEW AND GULF LS 1 -------------- 4 73 N CURB RAMP: GALLEON AND NEWPORT LS 1 -------------- 5 73 W CURR RAMP: GALLEON AND NEWPORT LS 1 -------------- 6 73 E CURB RAMP: GALLEON AND NEWPORT LS 1 -------------- 7 73 NW CURB RAMP: GALLEON AND CORAL LS 1 -------------- 8 73 SE CURB RAMP: GALLEON AND CORAL LS 1 -------------- 9 73 N CURB RAMP: OCEANAIRE AND ATASCADERO LS 1 -------------- 10 73 S CURB RAMP: OCEANAIRE AND ATASCADERO LS 1 -------------- 11 73 W CURB RAMP: OCEANAIRE AND LAKEVIEW LS 1 -------------- 12 73 E CURB RAMP: OCEANAIRE AND LAKEVIEW LS 1 -------------- Page 63 of 199 BID FORMS BID FORMS B Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 13 73 S CURB RAMP: OCEANAIRE AND LAKEVIEW LS 1 -------------- 14 73 W CURB RAMP: OCEANAIRE AND BALBOA LS 1 -------------- 15 73 E CURB RAMP: OCEANAIRE AND BALBOA LS 1 -------------- 16 73 S CURB RAMP: OCEANAIRE AND BALBOA LS 1 -------------- 17 73 W CURB RAMP: ATASCADERO AND BORONDA LS 1 -------------- 18 73 E CURB RAMP: ATASCADERO AND BORONDA LS 1 -------------- 19 73 W CURB RAMP: ATASCADRO AND GULF LS 1 -------------- 20 73 E CURB RAMP: ATASCADRO AND GULF LS 1 -------------- 21 73 N CURB RAMP: LA ENTRADA AND DEL NORTE LS 1 -------------- 22 73 S CURB RAMP: LA ENTRADA AND DEL NORTE LS 1 -------------- 23 73 N CURB RAMP: LA ENTRADA AND DEL NORTE AND RAMONA LS 1 -------------- 24 73 S CURB RAMP: LA ENTRADA AND DEL NORTE AND RAMONA LS 1 -------------- 25 73 W CURB RAMP: CERRO ROMAULDO AND LA CANADA LS 1 -------------- 26 73 E CURB RAMP: CERRO ROMAULDO AND LA CANADA LS 1 -------------- 27 73 W CURB RAMP: CERRO ROMAULDO AND SANTA LUCIA LS 1 -------------- 28 73 E CURB RAMP: CERRO ROMAULDO AND SANTA LUCIA LS 1 -------------- 29 73 E CURB RAMP: CERRO ROMAULDO AND JEFFREY LS 1 -------------- 30 73 NW CURB RAMP: CUESTA AND FELTON LS 1 -------------- 31 73 N CURB RAMP: LINCOLN AND BROAD LS 1 -------------- 32 73 S CURB RAMP: LINCOLN AND BROAD LS 1 -------------- 33 73 E CURB RAMP: LINCOLN AND BROAD LS 1 -------------- 34 73 W CURB RAMP: LINCOLN AND BROAD LS 1 -------------- Page 64 of 199 BID FORMS BID FORMS C Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 35 73 CROSS GUTTER PER ENG. STD. END. STD. 4310 SQFT 222 36* 73 SIDEWALK ALLOWANCE SQFT 200 37* 73 CURB AND GUTTER ALLOWANCE LF 100 38 7,12 TRAFFIC CONTROL PLAN AND IMPLEMENTATION LS 1 -------------- 39 84 STRIPING AND MARKING 1 1 -------------- Base Bid $ 40 73 N CURB RAMP: BROAD AND PALM LS 1 -------------- 41 73 S CURB RAMP: BROAD AND PALM LS 1 -------------- 42 73 E CURB RAMP: BROAD AND PALM LS 1 -------------- 43 73 W CURB RAMP: BROAD AND PALM LS 1 -------------- 44 73 CROSS GUTTER PER ENG. STD. END. STD. 4310 SQFT 216 45 73 BROAD AND PALM INTERSECTION PAVING LS 1 -------------- 46 7,12 TRAFFIC CONTROL PLAN AND IMPLEMENTATION LS 1 -------------- 47 84 STRIPING AND MARKING LS 1 -------------- Additive Alternative A $ Total Project Bid = (Base Bid + Additive Alternative A) $ Company Name: (1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work. * Bid item exempt from Section 9-1.06 of the Standard Specifications. The unit price will not be adjusted regardless of the final bid item quantity. Page 65 of 199 BID FORMS BID FORMS D LIST OF SUBCONTRACTORS Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications. For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed. NOTE: If there are no subcontractors, write “NONE” and submit with bid. Name Under Which Subcontractor is Licensed License Number DIR Public Works Registration Number Address and Phone Number of Office, Mill or Shop Specific Description of Subcontract % of Total Base Bid Attach additional sheets as needed. Page 66 of 199 BID FORMS BID FORMS E PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board. LABOR CODE SECTION 1725.5 STATEMENTS The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is Page 67 of 199 BID FORMS BID FORMS F under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means. Yes No The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works. Yes No NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 68 of 199 BID FORMS BID FORMS G NON-COLLUSION DECLARATION I, , declare that I am of , the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Executed on , 20 , in __ I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. (Signature and Title of Declarant) (SEAL) Subscribed and sworn to before me this _______day of _________, 20_____ Notary Public Company Name:____________________ Page 69 of 199 BID FORMS BID FORMS H BIDDER ACKNOWLEDGEMENTS By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.) The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo. Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date . The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City. Signature of Bidder (Print Name and Title of Bidder) DIR– Public Works Registration No: Business Name (DBA): Owner/Legal Name: Indicate One: Sole-proprietor  Partnership Corporation List Partners/Corporate Officers: Name Title Name Title Name Title Business Address Street Address Mailing Address City, State, Zip Code Phone Number Fax Number Email Address Date Page 70 of 199 BID FORMS BID FORMS I QUALIFICATIONS Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form. Reference Number 1 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Did this project include curb ramp construction within the public right of way? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 2 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Did this project include curb ramp construction within the public right of way? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 3 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Did this project include curb ramp construction within the public right of way? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Page 71 of 199 BID FORMS BID FORMS J ATTACH BIDDER'S BOND TO ACCOMPANY BID Know all men by these presents: That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of: ____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents: THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden, ______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue. IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____. Bidder Principal: Signature Date Title: Surety: Bidder's signature is not required to be notarized. Surety's signature must be notarized. Equivalent form may be substituted (Rev. 6-30-14) Page 72 of 199 SPECIAL PROVISIONS 1 SPECIAL PROVISIONS ORGANIZATION Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. DIVISION I GENERAL PROVISIONS 1 GENERAL Add to Section 1-1.01 GENERAL: The work must be done in compliance with the City of San Luis Obispo, Department of Public Works: 1. Area 6 & 7 Curb Ramps Special Provisions 2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition 3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition In case of conflict between documents, governing ranking must comply with section 5- 1.02 of the City of San Luis Obispo’s Standard Specifications. Failure to comply with the provisions of these sections is a material breach of contract: 1. Sections 5 through 8 of the Standard Specifications 2. Section 12 through 15 of the Standard Specifications 3. Section 77-1 of the Standard Specifications 4. Section 81 of the Standard Specifications 5. authorized working hours 6. OSHA compliance 2 BIDDING Replace Section 2-1.33A BID DOCUMENT COMPLETION AND SUBMITTAL, General with: Furnish bid using blank forms provided in the Special Provisions. Bid must include all forms and must be signed by the bidder. 4 SCOPE OF WORK Add to Section 4-1.03 WORK DESCRIPTION: Comply with the provisions of Sections 7, 12, 73 and 84 for general, material, construction, and payment specifics. Page 73 of 199 SPECIAL PROVISIONS SPECIAL PROVISIONS 2 Add Section 4-1.03A WORK DESCRIPTION, Project Specific Signage: Maintain Revenue Enhancement Funding signage in work area. Return Revenue Enhancement Funding signs at the end of the project or upon the Engineer’s request. 6 CONTROL OF MATERIALS Add to Section 6-2.03 DEPARTMENT ACCEPTANCE: The Engineer will furnish Sales Tax signs mounted to moveable barricades. Maintain Sales Tax signage in work area. Return Sales Tax signs at the end of the project or upon the Engineer’s request. 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan Work hours are restricted to 7:00 A.M. and 4:00 P.M (Monday through Friday). Provide traffic control plan and traffic control application at or before the preconstruction meeting. Traffic control plan must be drawn to scale. Traffic control application may be obtained on the City’s website: www.slocity.org/government/department-directory/public-works/documents- online/construction-documents Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit. Permittee is responsible to comply with all conditions of the traffic control plan. Complete work using due diligence to restore free flowing of traffic. 8 PROSECUTION AND PROGRESS Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with: Provide a Level 1 schedule for this work. DIVISION V SURFACINGS AND PAVEMENTS 39 ASPHALT CONCRETE Add to Section 39-1.02B MATERIALS, Tack Coat All vertical edges to be paved against shall be tack coated. These include, but are not limited to, curb faces, gutter lips, swale edges, cross gutter edges, and asphalt concrete edges. Page 74 of 199 SPECIAL PROVISIONS SPECIAL PROVISIONS 3 DIVISION VIII MISCELLANEOUS CONSTRUCTION 73 CONCRETE CURBS AND SIDEWALKS Add to Section 73-1.03 CONSTRUCTION You must meet with the Engineer for an average of 1.5 hours total per ramp to complete the following coordination tasks: 1. Before saw-cutting to agree on the limits of demolition and removal. 2. After formwork is set, to verify that grades meet those stated on the Plans. 3. Upon completion of new curb ramp installation to verify finished grades. Curb ramps have been designed to comply with the current Caltrans Standard Plan detail RSP A88A and City Std. 4440. Field modifications to the design plans, if approved by the Engineer, must meet the dimensional and slopes requirements of Standard Plan RSP A88A. When measuring the ADA facility’s dimension and slopes, consider the required dimension or slope to have been met if the recorded individual measurements comply with the following:  Dimensional measurement does not exceed ½-inch from the dimension shown, i.e. ½-inch less than a minimum dimension, or ½-inch greater than a maximum dimension  Slope measurement does not exceed 0.2 percent from the slope shown You must give the City a 24-hour notice for inspection of formwork before pouring the concrete. You must calibrate all levels used in construction at the beginning of each work day. You must ensure that new ramp flowlines do not create any "ponding" areas. You are responsible for storing existing signs and boxes for reuse. Add to Section 73-1.04 Payment As shown on the bid item list, each new curb ramp will be paid in lump sum for all work shown on the plans for the individual corner, unless included in a separate bid item on the bid item list. The lump sum price includes all work shown on the Plans, as specified in the Standard Specifications and these Special Provisions. It also includes work for: 1. public notices 2. layout 3. elevation control 4. saw-cutting 5. demolition 6. removal and disposal of demolished material 7. formwork 8. installation of driveway, curb & gutter, cross gutter spandrel, sidewalk, and ramps 9. furnishing and installation of new signs, post and sleeves Page 75 of 199 SPECIAL PROVISIONS SPECIAL PROVISIONS 4 10. replace sidewalk underdrain 11. reset existing pavers to new grade 12. replace existing planter concrete to match new grade 13. red curb paint 14. temporary cold mix 15. adjustment of existing utility manholes, pull boxes, vaults, etc. 16. tree protection 17. repair of existing irrigation systems, if damaged & modifications as needed 18. landscape replacement, if applicable 19. protection of existing utilities and restoration of existing improvements 20. protection of existing monuments 21. cleanup Payment for varying widths of “paveouts” per plans required by City Standards are included in the applicable curb ramp replacement lump sum price. Full compensation for concrete cross gutters is paid on a square footage basis as shown in the bid item list and is identified as the portion of the cross gutter between gutter spandrels. Additional sidewalk must be constructed at the discretion of the Engineer. Full compensation to remove existing and construct additional sidewalk as directed by the Engineer will be paid by Bid Item 32. Additional curb and gutter must be constructed at the discretion of the Engineer. Full compensation to remove existing and construct additional curb and gutter as directed by the Engineer will be paid by Bid Item 33. Add to Section 73-4.03 TEXTURED CONCRETE AND COLORED CONCRETE SURFACES, CONSTRUCTION; Do not apply salt finish texture to concrete curb ramps spandrels and cross gutters. A broom finish shall be applied at these locations. 77 LOCAL INFRASTRUCTURE Add to Section 77-1.01 EXCAVATION AND RESTORATION, GENERAL; Protection and restoration of survey monuments and benchmarks must comply with Section 5-1.26 and 5-1.36. DIVISION XIII APPENDICES Add 100-1.01 Refer to Appendix A: Form of Agreement Page 76 of 199 APPENDIX APPENDIX 0 APPENDIX A - FORM OF AGREEMENT THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor). WITNESSETH: That the Owner and the Contractor for the consideration stated herein agree as follows: ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of NAME OF PROJECT, SPEC NO. in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated. It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives. ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows: Item No. Item Unit of Measure Estimated Quantity Item Price (in figures) Total (in figures) 1. 2. 3. BID TOTAL: $ .00 Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract. Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive. Page 77 of 199 APPENDIX APPENDIX 1 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached: 1. Notice to Bidders and Information for Bidders 2. Standard Specifications and Engineering Standards 3. Special Provisions, any Addenda, Plans and Contract Change Orders 4. Caltrans Standard Specifications and Standard Plans 2015 5. Accepted Bid and Bid Bond 6. List of Subcontractors 7. Public Contract Code Sections 10285.1 Statement 8. Public Contract Code Section 10162 Questionnaire 9. Public Contract Code Section 10232 Statement 10. Labor Code Section 1725.5 Statements 11. Bidder Acknowledgements 12. Qualifications 13. Non-collusion Declaration 14. Agreement and Bonds 15. Insurance Requirements and Forms ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement. The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In Page 78 of 199 APPENDIX APPENDIX 2 instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City. ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written. CITY OF SAN LUIS OBISPO A Municipal Corporation __________________________________ Derek Johnson, City Manager APPROVED AS TO FORM CONTRACTOR: Name of Company ________________________________ By:________________________________ J. Christine Dietrick City Attorney Name of CAO/President Its: CAO/PRESIDENT (2nd signature required if Corporation): By:________________________________ Name of Corporate Officer Its: ____________________ Page 79 of 199 Page 80 of 199 R ______ RESOLUTION NO. _____ (2022 SERIES) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS OBISPO, CALIFORNIA, AUTHORIZING USE OF CAPITAL PROJECTS RESERVE FUND TO SUPPORT CURB RAMP CONSTRUCTION WORK FOR AREA 6 & 7 CURB RAMPS, SPECIFICATION NO. 1000558 WHEREAS, in June of 2021, the City Council approved 2021-23 Financial Plan – Capital Improvement Program, which identified the Street Reconstruction & Resurfacing Account with a total budget of $3,366,258 to support slurry sealing, striping improvements, and curb ramp construction work; and WHEREAS, to expediate project delivery, minimize public impacts, curb ramp construction work for Area 6 & 7 Curb Ramps (Project) must be completed prior to the summer months; and WHEREAS, to provide funding to support curb ramp construction work for the Project, staff is recommending the City Council approve use of $1,000,000 from the Capital Projects Reserve Fund; and WHEREAS, a balance of approximately $1.6 million is available from the Capital Projects Reserve Fund; and WHEREAS, upon appropriation of $3,366,258 on July 1, 2022 to the Street Resurfacing and Reconstruction Account (90346), $1,000,000 will be transferred back to the Capital Projects Reserve Fund. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows: Page 81 of 199 Resolution No. _____ (2022 Series) Page 2 R ______ SECTION 1. The City Council authorizes staff to transfer $1,000,000 from the Capital Project Reserve Fund to Area 6 & 7 Curb Ramps, Specification No. 1000558. Upon appropriation of $3,366,258 on July 1, 2022 to the Street Resurfacing and Reconstruction Account (90346), $1,000,000 will be transferred back to the Capital Projects Revere Fund. Upon motion of _______________________, seconded by _______________________, and on the following roll call vote: AYES: NOES: ABSENT: The foregoing resolution was adopted this _____ day of _____________________ 2022. ___________________________ Mayor Erica A. Stewart ATTEST: __________________________ Teresa Purrington City Clerk APPROVED AS TO FORM: __________________________ J. Christine Dietrick City Attorney IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Luis Obispo, California, on ___________________________. ___________________________ Teresa Purrington City Clerk Page 82 of 199 CURB RAMP LOCATIONAREA 7AREA 6Page 83 of 199 Page 84 of 199