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Home My WebLink Aboutres1979-0211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 DATE: August 2, 1979 INTRODUCED BY: Thompson PROPOSED BY: Engineer' RESOLUTION NO. 79 -21 A RESOLUTION ADOPTING STANDARD SPECIFICATIONS FOR UTILITY CONSTRUCTION WITHIN COUNTY ROAD RIGHTS OF WAY WHEREAS, Whatcom County has vested powers with respect to maintenance standards on county road rights of way pursuant to RCW 36.75.050. NOW, THEREFORE, BE IT RESOLVED that Standard Specifications prepared by the Whatcom County Engineer (attached as Exhibit "A" and incorporated herein by reference) for utility construction on county road rights of way be adopted. PASSED this 6th day of September, 1979. WHATCOM COUNTY COUNCIL WHATCOM COUNTY, WASHINGTON �rlll' airpersorA ATTEST: Joan Ogden County Auditor & Ex- officio Cler, of t e C until By: Deputy APPROVED AS TO FORM: Philp A. Se#ka Civil Deputy Prosecuting Attorney STANDARD SPECIFICATIONS for UTILITY CONSTRUCTION ON PUBLIC ROADWAYS whe;-e Utility construction work is located in the traveled portion of a Public Roadway, the following conditions are applicable: 1. Construction work shall not commence before engineering plans are approved by the County Engineer or his authorized representative. A Utility Permit 'shall be issued upon the approval. 2. Particular situations may necessitate the posting of a bond prior to the issuance of a Utility Permitq to guarantee maintenance of traffic and /or pavement restoration. 3. The Engineering Division•shall be notified at least 24 hours in advance of actual construction.' 4. The Contractor shall conduct his operations in such a manner so that interference with public travel will be minimized. Proper and safe maintenance of traffic shall be provided as specified in Section 7, of the American Public Works Association (A.P.W.A.) Standard Specifications or equivalent. 5. The Contractor shall have a motorized rubber wheel road grader on the job site to maintain all streets 'rand roadways in a satisfactory condition. as approved by the Engineering Division after the completion of backfillitiq..'.': •: Temporary pavement repairs using ,hard surfacing (hot 'or cold mix) shall required on roads classified major, secondary and collector unless otherwi 'r' approved by the ' County Engl ie' " or his representative. 6. Permanent pavement restoration shall be done according to the Standard drawing. In such cases i ,th the utility installation leaves less than ?' half width of the existing pave ntv : the entire „pavement ' shall be removed and replaced. of + i�,i IWN :ls All other pavement surfaces 'damaged as a result of the constructionr of.the utility linesq shail'be properly repaired.to the satisfaction of the Engineering Division. S. The overall construction work and materials for utility installations shall be.in conformance with A.P.W.A. Standard Specifications or the State of Washington Standard Specifications for Bridge and Road Construction. 1 ;(J tl f1P 1 'ei �; If• • 1 1 w qi STANDARD PAV EtiI�. ;-1 RESTORATION 3�_C t I O N - f] M.N. A.C>� ► ALT CONC. ova L A y (IV 2 ° OVER OIL MATS) ) -- �- /�SPtkALT GONG. TREWCN PATz%4. AA CH EXtSTING A.C. DfiPTµ (2 mIt4) - XI A ALT OR, OIL M 7" f E STING SPN A _ ra - 2!! PAIN CRUSHES ROCK EXtST►ivG CRVSHE> ROCK Nti Y 4PUT - VR .G20tvEl. EXISTING 'GRAVEL SASE - - - - t _ _ •`...• _`wYrii.r!•Y -� cT1 � `•`.7 -TA= r..y �5 .. -�+�� Z• - S - _ _ _ _ - .. ! � i5v i s •.:..+..tv- . .„t -..; ..r >1, ..st 6 'f Pm F o. • ° .o . 3UL-i 19 - z MATERIAL, _ - -• 79 V1%Ki4'CeIOM COUnrCY " EriG{ NE= R I N D I V. .. yt. -•c. � - - mo.'s- jV.y-. '� 'S � • � � z _ - -. t -' ti _.- - -...�_ STANDARD PAVEMtENT RESTORATION SECTS 3 3 F. Y y'1 x- REMCV tTIR�` F�frs a P vt+MT T AtsR USfi . ASPHALTT. PASIEM£NT - -4 `w` �' � RfiiQL�►MENT;,;1F Rfi�lA#ACtt�i;�s, PRY6MEt'1T. �tS .LESS. TWani. H - - - - - -` 2 _REMWE. EX!SiING+ t FCtt,Al�i0 CEMEI� 7r CONCRETE PAVEtAF_Nl'S ANA -- "PLACE- - ,101',r PPA PAV EM ENT.> a WK s �A�- TERNATE_ECT�o►� ZatKPRtSES OF_A.�R ASPHALT .TREATED EASE. COUNTY. EN- GtrtEER ` r 'SHE -;A.. TREt�iCN PATC}3 AAtD QYER AY ARE W1.S0 . `REqut `Rij`'�4 - s �: +y.•e a , `° ' ?'%. a • tom' -. `'cs� '� Td� t -4 sn - �• x j _ -t z - �= -F...r: = Pry_ ;; ,.£�,:s» , -�%. ' >.i = ,� =• =.. ' V,�'_:_ �. •'�i. .>�� +�..' ark.:. _ .v -r a• •].',`'1r+ +. I s -. t. - -aa`. -`;. t, :.;�c:a..'�- v,.o *a.... :'S� - "?�- -._. ,,: �;.aa'•_ ,. _ .. - 'ter ` AD AND STKXT AREA, This standard Specification shall apply to all utility service cuts in road and street rights of way. DEFINITIONS Permanent pavements are hereby defined as all Portland cement concretev asphalt concrete, Portland cement concret e with asphalt o.verlayg and bituminous surface treatment roads. All road and street classifications (ioeog majorg secondaryg etc.) are those so'designated by the Engineering Division. PERMITS All work in road and street rights of way by private contractors shall be done under a Utility Permit issued by the Engineering Division of the Department of Public Works. NOTIFICATION All private contractors shall notify the Engineering Division 24 hours in advance of the start of actual construction within the road and street rights of way, BORING Permanent pavements shall be bored,whereve . r possible unless specific permission is granted for a dut by the County Engineer or his representative. HOURS OF WORK Work restrictions may be required during certain hours of the day on all roads and streets. Trench excavation work shall b6done iiVadcordance with American Public Works Association (AoP.W.Ae) Standaid'SpeciAcaticnis of the State of Washington Standard ge'. -an 06 Constiw ono BEDDING AND BACKF=34G specifications or the :'S Aft ard go TRENCH LEFT OPEN r: Trench excavations shall not be left open over night on all roads and streets . J excepting local residential ones. Also' one travel lane shall be free at all times during construction. Trench excavations left open must be properly barricaded and protected' using lighted barricades. General provisions for maintenance of traffic shall be in accordance with Section T' of the A.P.W.A. Standard Specifications' or equivalent. TFJAPORARY PAVEMENT REPAIRS Temporary pavement repair shall be hard surfacing (hot or cold mix) or steel plates placed over properly placed backfill material. All road and street types may be required to have temporary pavement repairs made at the close of each day if conditions warrant them. In general, major and secondary roads and streets shall have temporary pavement patches. PERMANENT PAVEMENT REPAIRS Permanent pavement repairs* as shown in Standard Trench Details plan, shall be completed within 14 days of the start of.excavatione Inspection shall be required prior to placement of the P.C.C. spanning slab or prior to placement of the Class B paving_in cases when the P.C.C. spanning slab is not required. The marginal lines of all patches in permanent pavements shall be trued with the use of a concrete saw or asphalt spade. ,'r r7il.l. �:t ME 4;l 7 310M 7T; A� ; ink' t tp wI 1j, -M4 "jo.. A "sinv* w; IL ma y�,:81.ai/4�aa��v��ns• m 46 6.4 . , ..AMVA3AVd ovoww 1\V 1218AIp Vs. CC) VBbV, 1N3W-3AVd j ns H:)N73b_L 41. "W "llo Om1SIK3 w mw 3,jv.*,6n S A�V P A q VOtj 10 3vS.LAO IN3W3SV3 - H:)N3ZJL 'I Sllvt:aQ blVd�3�f HDN3�IL. q, 4 MA iltl All lix fill Iva . 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