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HomeMy WebLinkAbout3.2-576LIST OF DRAWINGS SHEET 7 TITLE SHEET SHEET 2 TRAFFIC SIGNAL AND LIGHTING SHEET SHEET 3 SIGNAL SPECIAL PROVISIONS 1 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT 2 DIGALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. CALL 811 3 ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD PRIOR TO CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED BY THE CONTRACTOR, SEE NOTE 1 THIS SHEET. 4 A 24-HOUR NOTICE REQUIRED FOR INSPECTION AND TESTING. (661) 326-3049 THE CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT PRIOR TO MOBILIZATION. THE BENCHMARK FOR THIS PROJEC T IS A FOUND MONUMEN T A T THE IN TERSEC TION OF MOUNT VERNON A VENUE AND COLUMBUS STREET. NORTHING = 2332395.0324 FASTING = 6273310.0145 ELEVATION = 6J2.7981 BASIS OF BEARING THE BASIS OF BEARING FOR THIS PROJECT IS THE EAST LINE OF THE NOR THEA ST QUARTER OF SECTION 21, T29 S., R. 28E., M.D.B. & M., WAS TAKEN TO BE NORTH 00"00"51" WEST AS SHOWN ON TRACT NO. 1629, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 8 OF MAPS A T PAGE 23, KERN COUNTY RECORDS. .CONVENTIONAL SYMBOLS SEC TION LINE RI GH T— OF— WA Y CEN TERL INE FENCE EXIST. CURB & GU T TER EXIST. A.C. FL 0 W LINE EXIST. EDGE OF PA VEMEN T IMPRO VEMEN TS WL WATER LINE SS SEWER LINE - G GAS LINE so STORM DRAIN R RIGHT OF WAY � H. FIRE HYDRANT OM. M.H. MANHOLE WM M WA TER METER P. P. r �-4 � .& POWER POLE E TRAFFIC SIGNAL MODIFICATION AT MT.VERNON ROAD & MALL VIEW Dk-+V_E For use in connection with the Standard Plans of the State of California Department of Transportation dated 2010 COLUMBUS STREET � STATE ROME � �8 J MALL VIEW DRIVE Q Z Liz BERNARD STREET PROJECT w LOCATION o COLLEGE AVENUE' LOCATION MAP NO T TO SCALE MIT g9-0 q n"'! 011111111=11" I TEM TRAFFIC SIGNAL MODIFICATION DETECTOR LOOP (TYPE D) DETECTOR LOOP (TYPE E) UANI TY 1 EA 8 EA 15 EA STATE OF CALIFORNIA FOR A kLERT TICKET ALL 811 .EAST TWO DAYS =ORE YOU DIG ENGINEER'S CERTIFICATION I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA. i AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS, EXCEPT FOR THE LOCATIONS AND DESCRIPTIONS OF EXISTING UTILITIES OR OTHER INFORMA TION FROM RECORD ON THESE PLANS. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF ORDINANCES OR STANDARDS SHALL BE CORRECTED DURING CONSTRUCTION. 3.2-576 CITY RECORDS NO. ... E WORKSPUBLIC , IREC ,. APPROVAL RECOMMEN,.qED: ASSISTANT PUBLIC WORKS DIRECTOR __ y 7 TRAFFIC ENGINEER w W W ti w W W W L Is Q_ Q Q 0 g O UIJ� J O ' N t40) V) r �-4 � a •L V� E Q 0) O 4-; rn qQ V _c - •r ca (,- N o --< C0 00 0 cn �3 0 2 no N� w 00 U i > U � �n O Q rL tib/ z O SSP SIDA * c-- Q N 0 .o w W W ti w W W W L Is Q_ Q Q 0 g r N � � O 4-; 3 qQ V •r 4i o SHEET NO. �3 0 N 0 Lo OF 3 Z KinTE-C UExisting conductors, interconnect, lighting, service, and pre—emption cables to remain, except new cable shall be used where existing cable is not of sufficient length when relocating poles E, F and adding pole G. ■ All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field is the Contractors. ❑2 All existing conduit not incorporated into the signal modification shall be removed or abandoned in place. [3 Contractor shall insure that the new anchor bolts, bolt pattern, foundation rebar cage, and CIDH depth, are the appropriate size for the relocated existing signal standard "E", as shown in the pole schedule. ® Contractor shall ensure not to damage signal interconnect conduit or cable circuits during construction. 05 Relocate phase 5 and 6 vehicle heads and phase 6P pedestrian head to new pole G. Contractor shall provide new hardware for mounting. © Relocate phase 8 vehicle head to new pole H. Contractor shall provide new hardware for mounting. 07 Install R61-5 (CA) sign on signal pole C. ® Remove and salvage closed circuit television camera from pole C. CONTROLLER DETAIL NE CORNER SCALE 1" = 5' - -.....----__..-._...- t ® a s A22' k I f --- -- t --7- t t 21 9 ----- I t 6 g 0100 r 1 I 1 14 13 2L1!�:fww� As 3AQ`>:w�?�t+�`+Rwi� .tr�+►r; r-i� �Aii e..a ..+ >i's;.n .�"w�E°.;=�• : r3.:..ak,..� :7F.�� 4�3", ?..i. : t�i�-w.c,•. .. ,. w.r+��,. ,,. . , r r$ E r o $ $ r�rl$ i r`riLr r r r r r r r raj$ $ 7�-- PROPOSED ----,,,-r ;'} r, /,At r $ r r 2 r r .A H ££:��r Il f Z_�rr $✓ s✓ r r r r r r r r r r r, i EXISTING R/W 06P Wi £t £06 � �� �C '�C "` ... "4�— _ .._lam ;" .w. �,•^—.-e^• ------�w.� - _ — "'_�- ..,�„..s�.�„,, r.. ------------------------_--_------_--__---_-------- C) MT VERNON AVE $L POL E SCHEDULE. 0 V_ 0 7 SIGNALS CONDUCTOR SCHEDULE LOC. STANDARD ST. NAME SIGN REMARKS CONDUIT SIZE W- W SIGNALS VEHICLE DON'T WALKI 0 Lo A 29-5-80 15' SV -1 —T MAS SP -1—T 02 08 MALL VIEW RD Existing to Remain 9 � 45' MAT—LT V) CONDUCTOR RUN An An g 1A It TV -2—T SP -1 —T "Ask "W. Existing to Remain C 19-3-80 ► 25' _1_ MAS4C 00 m X52 MT. VERNON AVE Existing to Remain © m L0 00 QPL0 O i N w .W I� U > ,5 U L ti (° OG �n O 28 1 A SV -2—T SP -1—T 02 Existing to Remain E 26-4-80 15' SV -1 —T SP -1—T o6 -CONDUCTOR 9 CONDUCTOR MALL VIEW RD Relocate Existing Pole © 45MAS MAS—LT NEW SV -1—T F 17-3-8020 15' 5 CONDUCTOR SP -1 -T 08 06 MT. VERNON AVE Relocate Existing Pole 5NEW SV -1—T, SP -1—T MAS -4C 10 LIGHTING 1A TV-2—T SP -1—T o6 o8 51 (NEW) (NEW) (NEW) INTERCONNECT H 1A TV -2—T o6 6 New Phase 7 � PRE-EMPTION CABL�-, (NEW) Vehicle Head 02 DETECTORS '' DETECTORS 0-----�---------�---�----- 0----.--000------�--�----- -DETECTOR 06 DETECTORS 07 DETECTORS 08 DETECTORS #6 SERVICE ! 1 ' • -------0----©00M0000--0--- KinTE-C UExisting conductors, interconnect, lighting, service, and pre—emption cables to remain, except new cable shall be used where existing cable is not of sufficient length when relocating poles E, F and adding pole G. ■ All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field is the Contractors. ❑2 All existing conduit not incorporated into the signal modification shall be removed or abandoned in place. [3 Contractor shall insure that the new anchor bolts, bolt pattern, foundation rebar cage, and CIDH depth, are the appropriate size for the relocated existing signal standard "E", as shown in the pole schedule. ® Contractor shall ensure not to damage signal interconnect conduit or cable circuits during construction. 05 Relocate phase 5 and 6 vehicle heads and phase 6P pedestrian head to new pole G. Contractor shall provide new hardware for mounting. © Relocate phase 8 vehicle head to new pole H. Contractor shall provide new hardware for mounting. 07 Install R61-5 (CA) sign on signal pole C. ® Remove and salvage closed circuit television camera from pole C. CONTROLLER DETAIL NE CORNER SCALE 1" = 5' - -.....----__..-._...- t ® a s A22' k I f --- -- t --7- t t 21 9 ----- I t 6 g 0100 r 1 I 1 14 13 2L1!�:fww� As 3AQ`>:w�?�t+�`+Rwi� .tr�+►r; r-i� �Aii e..a ..+ >i's;.n .�"w�E°.;=�• : r3.:..ak,..� :7F.�� 4�3", ?..i. : t�i�-w.c,•. .. ,. w.r+��,. ,,. . , r r$ E r o $ $ r�rl$ i r`riLr r r r r r r r raj$ $ 7�-- PROPOSED ----,,,-r ;'} r, /,At r $ r r 2 r r .A H ££:��r Il f Z_�rr $✓ s✓ r r r r r r r r r r r, i EXISTING R/W 06P Wi £t £06 � �� �C '�C "` ... "4�— _ .._lam ;" .w. �,•^—.-e^• ------�w.� - _ — "'_�- ..,�„..s�.�„,, r.. ------------------------_--_------_--__---_-------- C) MT VERNON AVE $L POL E SCHEDULE. 0 V_ 0 7 SIGNALS ` LOC. STANDARD ST. NAME SIGN REMARKS - W- W SIGNALS VEHICLE DON'T WALKI 0 Lo A 29-5-80 15' SV -1 —T MAS SP -1—T 02 08 MALL VIEW RD Existing to Remain 9 � 45' MAT—LT V) g 1A It TV -2—T SP -1 —T o8 o2 Existing to Remain C 19-3-80 ► 25' _1_ MAS4C 00 m X52 MT. VERNON AVE Existing to Remain © m L0 00 QPL0 O i N w .W I� U > ,5 U L ti (° OG �n O D 1 A SV -2—T SP -1—T 02 Existing to Remain E 26-4-80 15' SV -1 —T SP -1—T o6 MALL VIEW RD Relocate Existing Pole © 45MAS MAS—LT NEW SV -1—T F 17-3-8020 15' SV-1—TA SP -1 -T 08 06 MT. VERNON AVE Relocate Existing Pole 5NEW SV -1—T, SP -1—T MAS -4C G 1A TV-2—T SP -1—T o6 o8 51 (NEW) (NEW) (NEW) H 1A TV -2—T o6 6 New Phase 7 � (NEW) (NEW) Vehicle Head £ £ £ £ L._ -_-t ---------- ----- ----------------- -�_-----� _ _ _ _ ®_..— _ _ �.. -- SNL _ _ _ YJL 1NL bVC 6J3L ------------ —__...—,..,......,,.--_.....�......----__...__—_--.—. _._—_—._.....—_...,.---_ _--_-----_.....--.—....--� �Z—....—_.......—.--�..—_--_ -�.._.__.--- - -_ — ^ - 6J4L \ < \ ,\ - -' v .a... _,-----.--..m.- _.------,--- --------._.--..------ -- _.-----, _..---------..... J 6J4U --- ------------- --- - - - - - -.----- - - - - -- -_ - - -- I� Zo k__ . 1101 1 I- - - - - - - - - - - - - --------------------$ - I 1111 U -; ----- -- ---- - ------------- -------------------- } } 05 -' } ----------------------- - $ r�a� I I I _L---------------------- $ $ I S - - 2 } 5 II } } 02 � J I}—� II _______________________ _ } I II r----------------------- II I $ I II-£------------------------ II 8 ------------- ------�� - --� - _� -_ - ----- 0 f -2-P ' =-_----- --- --------- --_-_T �--___= -_ ------------------------ 21 r1` -----------------------2 2P 9 __- - -1, 07 � --,��1_-__----_---__-.------_08P r� 02 ': A 07, D Ll VI U 16 15 £ 11 t $ I I I I I£ ££ £ t1 £ 7 I I £ } I I I£ ££ £ 10 £ EI £ # I I I $ I I I£ ££ £ £ i{ I i IS try £ £E S } } } £ ££ I £ ££ 1 } $ a 3 I£ £ It £ £I t } $ It £ �11 1 J t ££ i It r f ,, , W 1, , I t Q f t 11 t 11 j > 61 t 1f 4 t� --------------- ----------------- l< - -..- 0 10 20 40 Horiz. 1"=20' 3.2-576 X w Z 0 V_ 0 ` Nn - r�440) Lo ao� f Q) L.. 3 AZ V ' � V) I It 0 N M V) 4- 7 0 co 00 m L0 00 QPL0 O i N w .W I� U > ,5 U L ti (° OG �n O v � O tib/ z 03 X w Z SHEET NO. OF 3 0 Lo ao� o Q) N 3 AZ V ' � SHEET NO. OF 3 7-2 GENERAL - The work embraced herein shall be done in accordance with the Standard Specifications dated July, 2010, and the Standard Plans dated July, 2010, of the State of California Department of Transportation insofar as the same may apply and in accordance with the following special provisions. In case of conflict between the Standard Specifications and these special provisions, the special provisions shale take precedence over and be used in lieu of such conflicting portions. 7-2.01 FOUNDATIONS. Foundations shall conform to the provisions in Section 86-2.03, "Foundations", of the 2010 Standard Specifications, 2010 Standard Plans as applicable, and these special provisions. When foundations are to be abandoned as shown on the plans the last paragraph of Section 86-2.03, "Foundations" of the 2010 Standard Specifications shall be amended to read: When a foundation is to be abandoned, the top of foundation, anchor bolts, and conduits shall be removed to a depth of not less than three (3) feet below surface of sidewalk or unimproved ground. The resulting hole shall be backfilled with material equivalent to the surrounding material. All pull boxes and signal standard foundations where the signal standard is to be installed in an un -improved or landscaped area shall be provided with a concrete pad having a minimum of 6" clearance from the edge of the pull box and CIDH foundation. 7-2.02 CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit of the Standard Specifications and these special provisions. Conduits may be installed by either jacking/drilling or open trench methods unless otherwise shown on the plans. Installation using jacking or drilling shall conform to Section 86-2.05C1 "Installation", of the Standard Specifications. Open trench installation in pavement shall conform to the following specifications: a. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement in a trench not to exceed six (6) inches in width. Trench shall be cut using a rock saw and all loose uncompacted material shall be removed from the bottom of the trench prior to placement of conduit. The top of the installed conduit shall be a minimum of eighteen to a maximum of twenty-one (18-21) inches below finished grade. b.The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with a two (2) sack slurry cement backfill. Slurry cement backfill shall be placed to within 0.20 feet of the pavement or open ground surface. The top 0.20 feet shall be backfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates. Conduit placed in a trench outside pavement or sidewalk areas shall be backfilled with a two (2) sack slurry cement backfill. c. Prior to spreading asphalt concrete, paint binder shall be applied as specified in Section 39-04.02, "Prime Coat and Paint Binder", of the Standard Specifications. Spreading and compacting of asphalt concrete shall be performed by any method which will produce an asphalt concrete surface of uniform smoothness, texture, and density. d. All excavated areas in the pavement shall be backfilled except for the top 0.20 foot, by the end of each work day. The top 0.20 foot shall be placed within three (3) working days after trenching. Temporary roadmix or other acceptable temporary surface will be allowed on the top 0.20 feet until such a time as the permanent asphalt surface is placed. Dependent upon adverse soil conditions or other circumstances encountered at the time of construction, the Engineer may specify which of the above methods may be used. A detectable pull tape shall be installed in all signal conduits new or existing. The detectable pull tape shall be polyester with a minimum tensile strength of 1250 pounds. At least 2 feet of detectable pull tape shall be doubled back into the conduit at each termination. The detectable pull tape shall be pulled within each signal standard to the Luminaire mast arm and doubled back at least 12 feet at the Luminaire connection to the signal standard. 7-2.03 PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes", of the Standard Specifications and these special provisions. Recesses for suspension of ballasts will not be required. All pull boxes shall be No. 5 with a 6" minimum concrete apron if pull boxes are not located within sidewalk. Except for the following: No. 6 pull boxes shall be used where 4" conduits enter the box. 7-2.04 CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions in Section 86-2.08 "Conductors", and Section 86-2.09, "Wiring", of the Standard Specifications and these special provisions. Conductors - The Contractor shall use multi -conductor electrical cables for all circuits except lighting, video power and between the service point and controller cabinet. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES -13. Splices shall be insulated by "Method B". The optical detector cable (3-M Opticom Model 138 or equal) shall have four conductors of AWG #20 (7X28) standard individually tinned drain wire to provide signal integrity and transient protection. The individually tinned copper, color -coded insulation shall be as follows: a. Orange for delivery of optical detector power (+) b. Negative return wire for optical detector power (-) c. Yellow for optical detector signal #1 d. Blue for optical detector signal #2 The Contractor shall arrange for a qualified Opticom technician to be present at each signal turn on. The insulation for all conductors shall be type THW polyvinyl chloride. 7-2.06 TESTING. Testing shall conform to the provisions in Section 86-2.14, "Testing", of the Standard Specifications and these special provisions. The signals shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing. FUNCTIONAL TESTING. All functional testing shall conform to the provisions in Section 86 2.14C "Functional Testing", of the Standard Specifications and the following paragraphs: Functional test periods are included in the number of working days to complete the project as described in Section 4, "BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES" of these special provisions. The fourth paragraph of Section 86-2.14C "Functional Testing" of the Standard Specifications shall be amended to read as follows: Turn on of new or modified traffic signals shall be made only after all traffic signal circuits, including signal interconnect circuits, have been thoroughly tested as specified above. 7-1.10 DETECTORS. Detectors shall conform to the provisions in Section 86_5, "Detectors", of the Standard Specifications and these special provisions. Location and layout of detector loops shall be as directed by the Engineer. CONSTRUCTION MATERIALS: Loop detector lead-in cables shall conform to the provisions in Section 865.01A (4), "Construction Materials", of the Standard Specifications and these special provisions. Loop detector lead-in cables shall be Type B, and shall conform to the following: Loop wires in the pull box shall be twisted at a minimum rate of five (5) turns per foot, and the splice must be soldered and completely waterproof. Connect one end of the shield to earth ground (at cabinet) and insulate the other end with no possible path to earth ground. All spade connectors used to attach to terminals inside the controller cabinet shall be crimped and soldered to the conductor. INSTALLATION DETAILS: Installation details shall conform to the provisions in Section 86-5.01A (5), "Installation Details", of the Standard Specifications and these special provisions. Slots cut in the pavement shall be blown out and dried before installing inductive loop detectors. After conductors are installed in slots cut in the pavement, the slots shall be filled with epoxy. sealant conforming to the requirements in Section 95_2.09, "Epoxy Sealant for Inductive Loops", to within one-eighth (1/8) inch of the pavement surface. The sealant shall be at least one-half (1/2) inch thick above the top conductor in the saw cut. Before setting, surplus sealant shall be removed from the adjacent road surfaces without the use of solvents. In lieu of the epoxy sealant specified above, slots may be filled with either of the following materials: a. An elastomeric sealant conforming to Section 86-5.01A (5), "Installation Details", of the Standard Specifications. b. Asphaltic Emulsion Inductive Loop Sealant conforming to Section 86-5.01A (5), "Installatior Details", of the Standard Specifications. Identification of each conductor pair shall consist of labeling the phase and detector slot number (e.g. _ 6J2L, 8J8U, 3150, etc.) in permanent ink on a tag suitable for such purposes (Stuart Electric Ty Rap, Catalog No. TY5532 or approved equal). Detector loops in concrete pads shall be sealed with epoxy sealant. 7-2.11 STATE OF CALIFORNIA SPECIFICATION ASPHALTIC EMULSION INDUCTIVE LOOP SEALANT 1.0 SCOPE. This specification covers a one component, pourable sand filled, asphaltic emulsion for use in sealing inductive wire loops and leads imbedded in asphalt and Portland cement concrete. This sealant is suitable for use in freeze -thaw environments. 2.0 APPLICABLE SPECIFICATIONS. The following specifications, test methods and standards in effect on the opening date of the Invitation to Bid form a part of this specification where referenced: American Society for Testing and Materials D2939, D2523 California Test Method No. 434 California Department of Transportation Standard Specifications 1988 State of California Specification 8010_XXX_99 Inspection, Testing and Other Requirements for Protective Coatings Code of Federal Regulations, Hazardous Materials and Regulations Board, Ref. 49CFR. 3.0 REQUIREMENTS. 3.1 Composition The composition of the loop sealant shall be a sand filled, pourable, water emulsified bitumen. It will be the manufacturers responsibility to produce a one -component product to meet the properties specified herein. 3.2 Characteristics of the Sealant 3.2.1 Residue by evaporation, weight percent 70 minimum Use ASTM D2939 3.2.2 Ash content, weight percent 50 to 65 Use ASTM D2939 3.2.3 Firm set time, hours, 4 maximum test at one (1) hour intervals, use ASTM D2939 3.2.4 Brookfield viscosity, Poise 50 to 125 RVT Spindle #3, 10 RPM at 75 + 2" F. 3.3 Properties of the Dried Film 3.3.1 Flexibility No full depth use ASTM D2939, except air dry specimens to cracks constant weight at 75 +/- 5 deg. F. and 50 +/- ,ten percent (10%) relative humidity. Condition mandrel and specimens two (2) hours at 75 +/- 2 deg. F. before test. Use aluminum panels, 0.03 inches thick (Q panel or equal) 3.3.2 Tensile Strength, Psi, 20 minimum cast sheets 0.25 inches thick and air dry at 75 /-+ 5 deg. F., 50 +/- ten percent (10%) relative humidity for minimum of sixteen (16) hours. Load rate 0.05 inches/minute, use ASTM D2523. 3.3.3 Elongation, % 2.0 minimum Same conditions as 3.3.2 use ASTM D2523 3.3.4 Slant -shear strength to concrete, psi, 150 minimum Use California Test Method No. 434, Part VIII. Space damp blocks with no loss with 0.25 inches between slant faces, seal sides and bottom with tape of adhesion and fill with the well stirred sample, strike off the excess. Dry in 140 to concrete deg. F. oven to constant weight and condition one (1) day at 75 +/- 2 deg. F. before testing. Load rate to be 5000 lbs/minute. 3.3.5 Resistance to water, No blistering,re- Use ASTM D2939, Alternative B emulsification or 3.4 Workmanship loss of adhesion 3.4.1 The sealant shall be properly dispersed and any settling shall be easily redispersed with minimum resistance to the sideways manual motion of a paddle across the bottom of the container. It shall form a smooth uniform product of the proper consistency. If the material cannot be easily redispersed due to excessive settlement as described above or due to any other cause, the sealant shall be considered unfit for use. 3.4.2 The sealant shall retain all specified properties under normal storage conditions for twelve (12) months after acceptance and delivery. The vendor shall be responsible for all costs and transportation charges incurred in replacing material that is unfit for use. The properties of any replacement material, as specified in Paragraph 3.0, shall remain satisfactory for twelve (12) months from date of acceptance and delivery. 3.4.3 The sealant shall comply with all air pollution control rules and regulations within the State of California in effect at the time the sealant is manufactured. 4.0 QUALITY ASSURANCE PROVISIONS. 4.1 Inspection This material shall be inspected and tested in accordance with State of California Specification 8010_XXX_99, or as otherwise deemed necessary. 4.2 Sampling and Testing Unless otherwise permitted by the Engineer, the material shall be sampled at the place of manufacture and application will not be permitted until the material has been approved by the Engineer. 5.0 PREPARATION FOR DELIVERY. 5.1 Packaging The sealant shall be prepared in a one package system ready for application. The material shall be furnished in container size as specified in the purchase order or contract. If ordered in five (5) gallon size the containers shall be new, round standard full open head with bails, shall be nonreactive with the contents, and shall have compatible gaskets. The containers shall comply with the U.S. Department of Transportation or the Interstate Commerce Commission regulations, as applicable. 5.2 Marking All containers of material shall be labeled showing State specification number manufacturers name, date of manufacture and manufacturers batch number. The manufacturer shall be responsible for proper shipping labels as outlined in Code of Federal Regulations, Hazardous Materials and Regulations Board, Reference 49 CFR. 6.0 NOTES. 6.1 Directions for Use Saw cuts shall be blown clean with compressed air to remove excess water and debris. The sealant must be thoroughly stirred before use and hand poured into the slots. Due to the sand content of this material, pumping is not recommended. Any clean up of road surface or tools can be done with water, before the sealant sets. 6.2 Patents The Contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on or incorporated in the work, and agrees to indemnify and save harmless the State of California, and its duly authorized representatives, from all suits at law or action of every nature for, or on account of, the use of any patented materials, equipment, devices or processes. 6.3 Certificate of Compliance The manufacturer shall furnish a Certificate of Compliance with each batch of sealant, in accordance with the provision of Section 6_1.07, of California Department of Transportation Standard Specifications, January 1988. End A. 7-2.12 GUARANTEE. The Contractor shall furnish a written guarantee to the City on the form attached, guaranteeing all systems installed under this contract for a period of one (1) year from the date of acceptance of the work. The guarantee, properly executed, shall be filed with the City before notice of completion and final acceptance is made by the City of the work described on the plans and these special provisions. 3.2-576 w ,so 11 1 0 J U w UJ V) w Of O T_ (0O 04w a� �. D a_ V). C v [� a �U ^f -C O �1-- ' �f o a)o �- W T v a, •. > 00 �m� 0 LO 00 Lo UJ W M >� Q �n O a - O tib z w /038 w ,so 11 1 0 J U w UJ V) w Of SHEET NO. W -A OF 3 a� a W v •. > o SHEET NO. W -A OF 3