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Home My WebLink AboutReso 2017-199RESOLUTION NO. 2017-199 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA AMENDING COUNCIL POLICY NO. 585-02: UTILITY TRENCH MORATORIUM POLICY AND ADOPTING CHULA VISTA CONSTRUCTION STANDARD CVCS 3A: MORATORIUM ROADWAY TRENCH RESURFACING WHEREAS, Council Policy No. 585-02, Utility Trench Moratorium, was adopted by Resolution No. 2012-096 on June 5, 2012; and WHEREAS, the purpose of this policy is to protect the integrity of City streets by implementing a trench cut restoration requirement during the moratorium periods; and WHEREAS, since the adoption of the policy, staff continues to observe pavement deterioration on City streets due to trenching; and WHEREAS, the City will undertake a large pavement rehabilitation program over the next few years with Measure P, TransNet, and new Gas Tax funding and it is advisable to protect these investments and minimize the damage from premature pavement cuts (trenches); and WHEREAS, the purpose of this resolution is to amend Council Policy No. 585-02, revising the minimum moratorium period from one year to three years for seal coats and related maintenance treatments, and from three years to five years for overlays, reconstruction, and new streets; and WHEREAS, trenching that is done during the moratorium period is proposed to meet the requirements, as stipulated in the revised Utility Trench Moratorium Policy (Exhibit A); and WHEREAS, in conjunction with the amendment to the Council Policy No. 585-02, staff recommends the adoption of a new Chula Vista Construction Standard (CVCS 3A) "Moratorium Roadway Trench Resurfacing" drawing (Exhibit B). NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chula Vista, that it amends Council Policy No. 585-02: Utility Trench Moratorium and adopts Chula Vista Construction Standard CVCS 3A: Moratorium Roadway Trench Resurfacing. Presented by � OL, -N6. W�� William S. Valle Director of Engineering & Capital Projects Approved as to form by Gl ` R. Go gins City ey Resolution No. 2017-199 Page No. 2 PASSED, APPROVED, and ADOPTED by the City Council of the City of Chula Vista, California, this 7th day of November 2017 by the following vote: AYES: Councilmembers: Aguilar, Diaz, McCann, and Salas NAYS: Councilmembers: None ABSENT: Councilmembers: Padilla Mary alas, Mayor ATTEST: Kerry K. lUelow, MMC, City Clerk STATE OF CALIFORNIA COUNTY OF SAN DIEGO CITY OF CHULA VISTA I, Kerry K. Bigelow, City Clerk of Chula Vista, California, do hereby certify that the foregoing Resolution No. 2017-199 was duly passed, approved, and adopted by the City Council at a regular meeting of the Chula Vista City Council held on the 7th day of November 2017. Executed this 7th day of November 2017. '", A'L ---� Kerry K. BVelow, KIIR4C, City Clerk Exhibit A Resolution No. 2017-199 Page No.3 COUNCIL POLICY CITY OF CHULA VISTA SUBJECT: UTILITY TRENCH MORATORIUM POLICY EFFECTIVE PAGE POLICY NUMBER DATE 585-02 11/7/2017 1 0172 ADOPTED BY: Resolution No. 2012-096 DATED: June 5, 2012 AMENDED BY: Resolution No. 2017-199 BACKGROUND The City previously adopted Resolution Number 2012-096, Utility Trench Moratorium Policy No. 585- 02, implementing a trench cut moratorium to limit those persons/entities trenching in City streets from damaging newly paved or resurfaced streets. Many studies have indicated that a utility cut damages an area of pavement larger than the actual area of the excavation. So in line with the State of California and other cities, the City of Chula Vista requires persons/entities trenching in City streets to reconstruct the street from curb to curb wherever a utility cut/trench is between them. The City also requires all trench cuts to be T -cuts, to reduce the negative impacts of the trench cut. In addition, Chapter 12.16 of the Municipal Code allows the Director of Public Works to require the person repaving the excavation to apply a seal coat at any time within two years of the time of repaving. In order to better manage the pavement degradation as a result of utility trenches, staff conducted further review of other moratorium policies from neighboring agencies in California. Staff therefore recommends extending the periods of the Utility Trench Moratorium policy. The longer restriction periods will extend the life and structure of the pavement. It is also recommended that, like many of the neighboring agencies, the City require resurfacing at least the length of excavation from curb to curb or from curb line to the raised median. PURPOSE To revise the existing Utility Trench Moratorium policy by increasing the moratorium periods from one to three year moratorium for streets receiving a slurry or chip seal and increasing from three to five year moratorium for newly constructed, reconstructed, and overlaid streets. In order to clarify the procedures for trench repair requirements for streets under moratorium, the City has adopted anew construction standard CVCS 3A New "Moratorium Roadway Trench Resurfacing." PROCEDURES 1. Trench Cut Moratorium • 3 -year moratorium period for street pavement maintenance treatments up to one -inch thick, such as those streets receiving a sealcoat, slurry seal, or chip seal. • 5 -year moratorium period for newly constructed and reconstructed streets and for streets receiving overlays and treatments one -inch thick or greater. • The moratorium shall be in force during the entirety of the construction period, and the timed moratorium period will begin upon the filing of the Notice of Completion for the respective construction project including the affected streets. • For newly constructed streets, the moratorium shall begin to be enforced when the streets are Resolution No. 2017-199 Page No.4 Exhibit A COUNCIL POLICY CITY OF CHULA VISTA SUBJECT: UTILITY TRENCH MORATORIUM POLICY EFFECTIVE PAGE POLICY NUMBER DATE 585-02 11/7/2017 20172 ADOPTED BY: Resolution No. 2012-096 DATED: June 5, 2012 AMENDED BY: Resolution No. 2017-199 given the final pavement cap, and the timed moratorium period will begin upon the filing of the Notice of Completion. 2. Trench Repair Requirements for Streets under Moratorium • Lateral trenches (perpendicular to the curb) — Extend T -cut grind and overlay limits to 10 feet beyond each side of the trench and over the entire lane that is impacted (regardless of street classification). • Longitudinal trenches (parallel to the curb) — grind 1-1/2 inches minimum and place 1-1/2 inches minimum overlay over the entire lane that is impacted (regardless of the classification of the street). • Use Chula Vista Construction Standard CVCS 3A 3. Excavations of streets not under the Utility Trench Moratorium Use Chula Vista Construction Standards, CVCS 3 & 4 and CVMC Chapter 12.16. CITY STAFF RESPONSIBILITIES AND PROCEDURES: 1. This policy requires coordination and cooperation by sections within the Engineering and Development Services Departments. Engineering staff will provide information on streets subject to the moratorium to Development Services staff that are responsible for issuing utility excavation permits. 2. The Project Manager/Engineering staff will notify utility companies of pending roadway construction and/or pavement resurfacing and rehabilitation projects. IMPLEMENTATION 1. Streets that are constructed or rehabilitated and have received a Notice of Completion (NOC) on or after the Effective Date of this amendment will be subject to all provisions of this policy. 2. Streets that have received an NOC prior to the Effective Date will be subject to the requirements of the original moratorium policy adopted by Resolution 2012-096. REFERENCES • Standard Specifications for Public Works Construction (Greenbook), Section 306-1.5, "Trench Resurfacing" • Chula Vista Construction Standards: CVCS 3 & 4 and CVCS 3A • CVMC Chapter 12.16 Excavations • Street Pavement Moratorium weblink: Iittp://54.245.80.46/ChulaVistaSL/ (CVmapper) Rt I I I I R W I l UTILI TY LA TERAL I I F.xhihit R Resolution No. 2017-199 ,ENTERLINE OR CLOSEST rO LANE LINE 1TILITY MAIN LINE AREA TO BE RESURFACED UTILI TY LA TERAL TRENCH FOR UTILITY SERVICE N I CENTERLINE OR I CLOSEST TO LANE LINE 10' UTILITY MAIN LINE AREA TO BE RESURFACED 10' TRENCH FOR UTILITY SERVICE I 20�1 0 TRENCH REPAIR REQUIREMENTS FOR STREET UNDER MORATORIUM THE FOLLOWING TRENCH REPAIR REOU/REMENTS ARE IN ADDITION TO THOSE LISTED IN CHULA VISTA CONSTRUCTION STANDARDS CVCS 3 & 4: 1. LATERAL TRENCHES (DETAILS ABOVE) - EXTEND T -CUT GRIND AND OVERLAY LIMITS TO 10 FEET BEYOND EACH SIDE OF THE TRENCH AND OVER TILE ENTIRE LANE THAT IS IMPACTED (REGARDLESS OF STREET CLASSIFICATION). 2. LONGITUDINAL TRENCHES (PARALLEL TO THE CURB) - GRIND 1-1/2 INCHES MINIMUM AND PLACE 1-1/2 INCHES MINIMUM OVERLAY OVER THE ENTRE LANE THAT IS IMPACTED (REGARDLESS OF THE CLASSIFICATION OF THE STREET), 3. REPLACE EXISTING PAVEMENT IN KIND TO MATCH EXISTING OR BETTER OR AS DIRECTED BY THE CITY ENGINEER. 4. DECORATIVE SURFACE PAVEMENT SHALL BE PRO TEC TED IN PLACE OR REPLACED WITH THE SAME MATERIAL WHEN DAMAGED OR AS DIRECTED BY THE CI TY ENGINEER. PER THE UTILITY TRENCH MORATORIUM POLICY NO.585-096: 3 -YEAR MORATORIUM FOR STREETS RECEIVING A SLURRY OR CHIP SEAL. 5 -YEAR MORATORIUM FOR NEWLY CONSTRUCTED, RECONSTRUCTED, AND OR 0VERLA/0 STREETS. REVISED: Original approval date: l MY -DD -YR Drawn By. ML CM Cl TY ENGINEER/Dale: CITY OF CHULA VISTA PUBLIC WORKS DEPARTMENT MORATORIUM ROADWAY CVCS TRENCH RESURFACING I 3A Resolution No. 2017-199 Exhibit B- .24' 10111 (PAVE. SECT) SEE NOTE 0. 6'1 < -1/2* ASPKkLT ASP100 CONCRVE (WIN.) CONCREIE W BASE MATERIAL CRU5HED AGGREGATE BASE TACK CW PER GREEN BOOK SECTION ALL EDGES 200-2.2 CRUSHED AGGREGATE EASE OR FULL DEPTH A.C. -fBACKFILL FILL MATERLAL, MEETING [GREEN BOOK STA wos SEE NOTE 2 MATERik TO BE SE 30 OR GREATER SEEINOTES 12" MIN . (TRENCH MOTH) CVCS®4 q TYPE "J 1 1/2- ASP94LT CONCRETE (MIN.) PAVEMENT SECTION SAME AS TYPE W 8- TO 24' IF TO 24'-----] AC. No w Ow) co CEMENT SLURRY FILL to t I (SEE NOTE 10) 10 0.=_.1 10%-111 4- (W)1-- ( . 4, k4k) l--- 12" Owl 12- Ow.) TYPE -1— (1)" TYPE 1— (2)" Rovised: OrigWal_Saroval date: 2-,13-90 CITY OF CHULA VISTA CW 8-03-61 Redrawn BY: ARR te- 7-26-95 PUBLIC WORKS DEPARTMENT TRENCH BACUM. 117,110 SURFACE RESTORATION cs ENGINEER Date: I MD j E3 nTES Exhibit B Resolution No. 2017-199 — Aage No. 7 IF THE TREHCH IS LOCATED LCNGTIUDINALLY WM6N THE TRW! WIE OF A Pfm'E. fW�R. OR 4 -LANE COL.LECiOR STREET. THEY+ THE ENTIRE LMI SWLL BE COLD-PLARED 1-1/2' IRT UN AND GAWYED 1-1/2' MedWAL WNITYER, YK CITY 1WRilEER b0i. ON A CASE -BY CASE. BASIS AH0 AT M/HER SOLE DISCRETION. "FY THE REOlV� 10 C -D-PLATE AND OYEi7.AY THE DiTIRE IAAF EISED UPON 7K FOLLVkJtC CRlTERUa (1) EXLSRNI: C00WON Of THE PAWLIENT. (2) FUILFL REHADUAT10N STRATMES AZ SCHEME& (J) DEPTH Of TRENCH; (4) OTHER TRENCH t<m rm W AREA, (5) EXLSTEhCE OF A COLIPARA&E Tl: Nt" PAVSNG TECHPoLOCI' OR TECTDi10M WHICH WOULD ACHIEVE THE DESIRED ROAD SNO0114 ESS AxD LO"GVATY. Alm. (6) OTHER SITE-SKOFIC CO Wr;0HS AND FACTORS DEEUID BY THE CITY ENGINUR TO ALLEYwTE T4 NEED TO CCLD-PLAME h%Z GVERLAY - TK EHT7TE 1ANf- 1FW ENTTTIES WIS/" THE CITY ENGPCER 10 CORS NOMW4 THE REWREVENT TO COLD-PLXE AO OVERLAY THS (PFTTR£ LANE SKkLL PRIOR TO PERbST ISSUANCE, SL*W A wRFFTlN REOUEST FOR SUCH LWFICA710R SAA 11RIT1111 REOUEST S TALL WILLOE A DETA3FD DESCR07ION OF Tl•'T: PROSECT. A,1: PROSECT AREA AND TYLE REASMS WAM 114E FULL -LANE REQUIREMENT SHOULD BE WAi4ID. 9. 91F ThT STREET HAS E167WIG PAVEMNI FAEIMC, WN FAMC OFA S4)`4L R OUALITY MUST CF USED LH THE TRENCH REPA'R. TYPE 01' ONLY (NARROW TRENCH) W. CELIENT SLURRY BACKFILL' A CEMNT SLUFZRY BACKRLL Wit, KkNA A M XWUW SLL%P Of 5 INCHES. B. CEKNT SLURRY BAC MU. SW1lL BE TNCRGUCHLY CWtSOECAIED TO EIxASE CCNO M TAW ERS OR NBRAIORS SHALL BE USED. C. LEAH CCMO[ (1REKCH EACKFIL SLURRY) AS SPECIFiCD RT SECTIC`i, 201-1.1.2 OF THE GREEN BOOK CCWCRL7E CLASS 100-E-100. 0. ALLOY C X?4T SLLWY EnL'1tFTLL 24 HOURS UINI:L1 TO CURE BEFORE RESURFACFxG. 11. TYPE 1-.i' REQUIRES THE PLACEWENT Of 114E MROTAC TYPE PAVEt.W FAMIC MIER 114C PLACERi- i OF THE TACK COAT. TACK COAT MUST BE APPLIED RJER PETR(TIA.C. 12. IN S72M WMI FARW REWFORMG LATERUL INSTALLED. SLUWi BACKFILL SIVll BE (FOUGHT UP TO THE EXISTING FADRIC UATER'AL 'REITs. IF THEY APPLY. TO BE KNOWN AT TIME OF PERW. ,evised: Grigimala :oma dace: 2-Iz-oo CITY OF C H U LA VISTA 6-12-97 1 Redram By: M )ele: 5--4-9a PUBLIC WORKS DEPARTMENT 1t=t)-99 6- IB CITY ENGINEER Pate: MR TUNCH 13A AR MAY., E, RI i3 8 01RA $ ON Cv{s 4