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1966 103 CC RESO
1966 103 CC RESOàK Ó )U RESOLUTION NO, 66-105 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND PUBLIC PROJECTS. The City Council of the City of Baldwin Park does hereby FIND, RESOLVE and ORDER as follows: Section 1. After extensive investigation and consi- deration the City Engineer of the City of Baldwin Park has recommended standard specifications for public improvements and public projects, dated March, 1966. Section 2. The City Council hereby finds that such standards are reasonable and proper for the City of Baldwin Park and hereby adopts these standards in accordance with the original attached hereto. Section 3. Any interested persons may acquire a copy of these standard specifications upon the payment of a fee of $3.00. Section 4. Copies of these specifications shall be kept on fil< in the office of the City Engineer. ADOPTED and PASSED this 20th day of April 1966. ATTEST: *©^^ MCCAWN, Mayor y^z^^^^ THELMA L. BALKUS, City Clerk STATE OF CALIFORNIA COUNTY OF LOS ANGELES SS. CITY OF BALDWIN PARK I, THELMA L. BALKUS, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing resolution was duly and regularly passed and adopted by the City Council of the City of Baldwin Park at its regular meeting place on the 20th day of April 1966, by the following vote: AYES: COuncilmen GREGORY, MOREHEAD^ ADAIR, CRITES AND MAYOR MCCARON NOES: Councilmen NONE_________________________________ i ABSENT; Councilmen NONE $L^^- THELMA L. BALKUS, City Clerk BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U CITY OF BALDWIN PARK, CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF ENGINEERING STANDARD SPECIFICATIONS AND DRAWINGS PREPARED IN THE OFFICE OF THE CITY ENGINEER CITY HALL MARCH, 1966 ADOPTED BY THE CITY COUNCIL APRIL, 1966 CV^^.^.A \<^ \' S r^-10'3 c-c BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U INDEX STANDARD SPECIFICATION TITLE SECTION PARAGRAPH I. GRADING 1) Scope 10 01 2) Preservation of Property 10 02 3) Clearing and Grubbing 10 03 4) Removal and Disposal of 10 04 Materials 5) Excavation 10 05 6) Embankment 10 06 7) Placing Embankment 10 07 8) Subgrade Preparation 10 08 9) Roller Equipment and 10 09 Requirements 10) Finishing Slopes and 10 10 Surfaces 11) Subgrade and Embankment 10 11 Protection 12) Watering 10 12 II. BITUMINOUS PAVEMSNTS 1) Scope 11 01 2) Sub-Base 11 02 3) Aggregate Base 11 03 4) Placing Aggregate Base 11 04 5) Compacting Aggregate Base 11 05 6) Asphalt Concrete Pavement 11 06 7) Placing Ashpalt Concrete 11 07 8) Rolling Asphalt Concrete 11 08 1- BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U TITLE III. PRIME. TACK AND SEAL COATS 1) Scope 2) Prime Coat 3) Prime Coat Application 4) Tack Coat 5) Tack Coat Application 6) Seal Coat 7) Seal Coat Application IV, PORTLAND CEMENT CONCRETE 1) Scope 2) Composition 3) Classes of Concrete In General Use) 4) Concrete Strength 5) Portland Cement 6) Fine Aggregate 7) Coarse Aggregate 8) Water 9) Storage 10) Measurement 11) Cement and Water Content 12) Forms 13) Mixing and Placing 14) Methods of Curing 15) Construction and Expansion Joints SECTION PARAGRAPH 12 01 12 02 12 03 12 04 12 05 12 06 12 07 13 01 13 02 13 03 13 04 13 05 13 06 13 07 13 08 13 09 13 10 13 11 13 12 13 13 13 14 13 15 2- BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U TITLE SECTION PARAGJ V. REI1 WORCING STEEL 1) General 14 01 2) Materials 14 02 3) Bar Reinforcement 14 03 4) Mesh Reinforcement 14 04 5) Black Annealed Wire 14 05 6) Steel Lists 14 06 7) Sampling 14 07 8) Cleaning 14 08 9) Bending 14 09 10) Placing 14 10 11) Splicing 14 11 12) Inspection 14 12 13) Measurement of Quantities VI. PORTLAND CEMENT CONCRETE PAVEMENT 14 15 1301 1) Scope 2) Sub-Base 15 02 3) Materials 15 03 4) Forms 15 04 5) Joints 15 05 6) Mixing and Placing 15 06 7) Spreading and Finishing 15 07 8) Curing VIZ. PORTLAND CEMENT, CONCRETE CURBS. 15 08 GUTTERS. SIDEWALKS /'-TO DRIVEWAYS 1) Scope 2) Subgrade 16 01 16 02 3- BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U TITLE SfedTtON PARAGRAPH VII, PORTLAND CEMENT CONCRETE CURBS, GUTTERS. SIDEWALKS AND DRIVEWAYS 3) Material 16 03 4) Mixing, Placing and Curing 16 04 5) Forms 16 05 6) Joints 16 06 7) Concrete Sidewalks 16 07 8) Concrete Curbs and Gutters 16 08 9) Driveways 16 09 VIII. SANITARY SEWERS AND APPURTENANCES 1) Scope 17 01 2) Pipe 17 02 3) Pavement Removal and 17 03 Replacement 4) Excavation 17 04 5) Laterals 17 05 6) Pipe Laying and Jointing 17 06 7) Back Filling 17 07 8) Appurtenances 17 08 9) Test for Leakage 17 09 IX. STORM DRAINS AND DRAINAGE STRUCTURES 1) Scope 18 01 2) Pipe 18 02 3) Pavement Removal and 18 03 Replacement 4) Excavation and Backfill 18 04 5) Pipe Laying and Jointing 18 05 6) Drainage Structures 18 06 7) Additional Pipe Protection 18 07 4- BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U STANDARD DRAWINGS TITLE X. STREETS 1) Roadway Widths 2) Commercial Drive Approach 3) Residential Drive Approach Sidewalk adjacent to curb) 4) Residential Drive Approach 5) Curb Details 6) Street Cross Gutter 7) Cross Gutter for Major Street 8) Cross Gutter for Alley 9) Guard Panel and Guard Post 10) Centerline Tie Notes 11) Cul-De-Sac 12) Cross Sections 40' Roadway 13) Catch Basin 14) P C C. Pavement 15) Knuckle 16) Location of Utilities 17) Catch Basin Opening B" 18) Local Depressions 19) Sidewalk/Intersection XI. SEWERS AND DRAINAGE 1) Manhole lines 15" in diameter and smaller) 2) Manhole lines 18" in diameter and larger) 3) Precast Mahholes 4) House Lateral 5) Sewer Terminal Cleanout 5- BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U TITLE XI. SEWERS AND DRAINAGE 6) Sewer Manhole Frame and Cover 7) Siphon Manhole 8) Culvert Manhole Frame and Cover for Sidewalk Areas 9) Sand and Grease Intercepter 11. MISCELLANEOUS 1) Concrete Block Wall 2) Tree Planting and Staking 3) Right-of-Way Fencing 4) Drafting Symbols 5) Drafting Symbols 6 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) U Cm OF BALDWIN PARK STANDARD SPECIFICATIONS SECTION 10 GRADING 10-01 SCOPE: The work covered by this section shall consist of performing all operations necessary to excavate roadways, slopes, benches, ditches, channels or other items shown on the plans, and to backfill depression or ditches caused by removal of obstructions, construct embankments at the locations and to the elevations and fora shown on the plans and to shape and compact all subgrade^ Unless otherwise provided in the proposal as separate pay items, general site preparation, clearing and grubbing, removal of excess grass and weeds shall be included in this item. Trench and structure excavation and backfill shall be described in Section 17, of these Specifications, The Contractor shall furnish all labor, materials, tools, equipment, transportation, watering, compacting and all incidental work and services re- quired for the satisfactory completion of the above-mentioned items. 10-02 PRESERVATION OF PROPERTY; Existing improvements or facilities, trees and shrubs that are not to be removed, shall be protected from injury or damage resulting from operations of the Contractor, and the Contractor shall be responsible for such damage. Only trees and shrubbery specifically designated or marked for removal by the Engineer shall be removed. The Contractor shall provide such dust laying equipment and methods as may be required to protect adjacent property from annoyance or damage from dust caused by his operations, and failure to control such dust shall be cause for the Ehgineer to stop the work until said dust is controlled, and the Contractor shall have no recourse to collect from the City for any loss of time or expense sustained by him due to such suspension of work. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) U 10-03 CLEARING AND CKUBBING; Except as otherwise specified, all trees, stumps, large roots, buried logs, decayed vegetable matter, buried junk piles, heavy growth of grass and weeds and all other objectionable material shall be removed from the site of the work. None of the above materials shall be per- mitted to remain in or under embankment and fill areas* If specified that cer- tain shade and ornamental trees and shrubbery shall be preserved, such trees and shrubbery shall be fully protected by the Contractor at his own expense* 10-Oh REMOVAL AND DISPOSAL OF MATERIAL; Except as otherwise specified, all of the above material, also any excess excavation, shall be removed from the site of the work and deposited at a location acceptable to the Engineer. No burning of any material will be permitted on the work, which violates any City fire, or County air pollution ordinance. 10-05 EXCAVATION; Excavations shall conform to the lines, grades and cross- sections shown on the plans and no payment will be made for quantities in excess of those shown or hereinafter specified. When solid rock, shale, hard- pan or like materials are encountered in the excavation, it shall be excavated not less than six inches 6") below subgrade and replaced with select material, approved by the Ehgineer. Said select material shall be compacted to not less than ninety percent 90^) standard density Whenever in these Specifications reference is made to the percentage of compaction, it refers to the compaction as determined by the Proctor density test A.A.S.H.O. Method T99, Modified. All soft or unsuitable material that will not readily compact to ninety percent 90^) shall be removed to the depths shown on the plans or ordered by the Engineer and disposed of as directed by the Engineer. Excavation in areas not shown on the plans or authorized by the Ehgineer shall not be paid for, and the Contractor shall, at his own expense, if ordered by the Engineer, backfill and compact unauthorized excavated areas to the original ground elevation, and no compensation will be allowed for such work. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) U installed before the remainder of the embankment is constructed. The maximum height to which embankment may be placed prior to in- stalling the pipe, may be varied due to the location and type of pipe and as directed by the Engineer. 10-08 SUBGRADE PREPARATION; Unless otherwise authorized by the City Engineer, the subgrade shall be prepared in the following manner: After the subgrade has been shaped to line, grade and cross-section, it shall be rolled with an approved power roller/ until the upper six 6") inches is thoroughly compacted to not less than ninety- five 95%) percent. This operation shall include any scarifying, reshaping and wetting or drying required along with the rolling of the subgrade to obtain proper compaction. All soft or otherwise unsuitable material shall be removed and replaced with suitable material from the excavation or borrow. The entire subgrade shall be shaped to line, grade and cross-section and thoroughly compacted as therein provided. Subgrade compaction shall be extended to include the area under curbs and gutters. No rocks or lumps of material over two and one-half inches 235") in size shall be permitted in the subgrade. Upon completion the subgrade shall be firm, hard, and unyield- ing, with a true, even, and uniform surface conforming to the grade and cross-section specified therefore. 10-09 ROLLER EQUIPMENT AND REQUIREMENTS; Roller equipment to be used for compacting embankment and subgrade shall consist of Power Rollers- Tamping Rollers, or Pneumatic Rollers or a combination of same. Power rollers shall weigh not less than ten 10) tons with a compression on the rear wheels of not less than three hundred and twenty-five 325) pounds p^r linear inch of tire width. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) 1966 103 CC RESOàK Ó ) U CITY OF BALDWIN PARK STANDARD SPECIFICATIONS SECTION 11 BITUMINOUS PAVEMENTS 11*01 SCOPE: The work covered by this section shall consist of furnishing all plant, labor, materials, tools, equipment, transportation and all incidental work and services required in constructing the completed aggregate base, if required, asphalt concrete pavement and asphalt concrete resurfacing in accordance with the Specifications and applicable drawings. The latest State of California, Department of Public Works, Division of Highways Standard Specifications, shall prevail on any items not specifically covered in these Specifications. 11-02 SUB BASE: The subgrade shall be prepared as specified in Section 10 of these Specifications, and thoroughly dampened before placing aggregate base or asphalt concrete. 11«-03 AGGREGATE BASE: The mineral aggregate for aggregate base shall consist of quarry waste, broken stone, crushed gravel or a combination thereof. The aggregate shall be free from adobe, vegetable matter, loam or other deleterious substances and shall be of such quality that it will bond or compact thoroughly when watered and rolled to form a firm stable base. Base material shall conform to the applicable portions of Section 26 of the State of California, Department of Public Works, Division of Highways, Standard Specifications, July, 1964. 11-04 PLACING AGGREGATE BASE: Aggregate base material shall be spread on the prepared subgrade in uniform layers, maximum thickness of which shall not exceed six 6") inches. The material shall be spread from the vehicle by approved spreading devices. Dumping in piles on the subgrade will not be premitted. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U 11-05 COMPACTING AGGREGATE BASE; Compaction of aggregate base shall be obtained by rolling with 3-wheel steel-tired rollers weighing not less than twelve 12) tons with a compression of the rear wheels of not less than three hundred twenty-five 325) pounds per linear inch of tire width, or by Pneumatic-tired rollers conforming to the require- ments specified under Section 26 of said State Standard Specifications. Sufficient number of rollers shall be furnished on the work to provide one roller for each four hundred 400) tons of crusher run base or fraction thereof, laid per eight 8) hour day. Rolling shall be commenced at the outer edges of the course and progress toward the center. Under no circumstances shall the center of any course be rolled first. The base shall be rolled until it is thoroughly compacted. Brooming the surface will be required when necessary to obtain a uniform distribution of the fines. After the surface has dried and before the prime coat is applied, the surface shall be swept clean of grout pads by means of power or hand brooms to the extent that the rock surface is evenly exposed, 11-06 ASPHALT CONCRETE PAVEMENT: Asphalt concrete pavement shall con- sist of a mixture of mineral aggregate and bituminous binder, mixed at a central mixing plant in the proportions hereinafter specified and in accordance with the provision of Section 39 of aaid State Specifications. Unless otherwise specified the combined mineral oggregate shall conform to the following grading: Sieve Size Percentage Passing Sieves 3/8" Max^^" Max. 1/2" 100 3/8" 90-100 100 1/4" 55-75 85-100 No. 4 30-50 No. 8 15-32 15-32 N0. 16 0-15 0-15 No. 200 0-3 0-3 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U Unless otherwise provided, the bituminous binder to be mixed with the mineral aggregate shall be four percent to seven 7^) percent of the weight of the aggregate and stall be paving asphalt, grade 85-100 penetration, con- forming to Section 92, said State Standard Specificationa. The taDperature of the paving asphalt and the mineral aggregate at the time of mixing shell con- form to Section 39-3-02*4 of said State Stand'u-d Specifications 11-07 PLACING ASPHALT CONCRETES The plant mixed material shall bo delivered to the work at a temperature between two hundrsd-fifty 250°) degrees and three hundred 300°) degrees Fahrenheit, and vehicles shall be provided with tarpau- lins or other approved covers when so directed ly the Engineero No prime coat or plant mixed surfacing shall be placed on x.hs bise course until eaid base has* been checked and approved by the Engineer. Jhere niajrt mixed mirfacing joins a concrete curb or gutter, the face of the curb below the gutter line or the face of the gutter shall be painted with an r:C"2 asphaltic paint binder or as specified by the City Engineer and confonriLj^ to Section 93 of said State Specifications to insure a perfect bond w-Jth the concrete Raised Bars, Stockpiling will not be required unlen.s specifically pecifiec^. No mixture shall be spread when the atmospheric mpeiature is below fifty degrees Fahrenheit or during unsuitable weather, The asphaltic concrete shall be evenly distributed and spread upon the subgrade or base to such a depth that after being thoroughly rolled it will be of the specified thickness and true to the prescribed cross-section and grade of the course being constructed, The depositing, distributing and spreading of the asphaltic concrete shall be accomplished in a single continuous operation by means of a self- propelled mechanical spreading and finisMng machine designed especially for that purpose and equipped with a screen or strike-off assembly cap&ble of being accurately regulated and adjusted to distribute a layer of the material to a BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U definite pre-determined thickness and template, except in those instances in which, due to the nature or location of the work, it obviously would be impractical, The surface of each pavement course shall be clean, dry and free from foreign matter when the succeeding course is placed. Any surface which has become dirty shall be cleaned before covered and an asphaltic tack cost of MC-1 or as specified by the City rwin^Qr and conforming to the aforesaid State Specif irnt.'^ns she"-:?^ e pl.-'ed sufficient to provide a bond with the cceeding c,j*'r'?e. When the bid item requires plant mix to be pai^ fjr by the ton, the Contractor shall furnish to the Lr-ripfcer certlrf.icci weight tickets for all plant mixed material incorpo-r c. L'-^d in c ork. 11-QQ ROLLING ASPHALT CONCRETE: After the asphalt concrete has been uniformly spread as above specified, the pavement ah?ll be rolled with self-propelled rollers. Longitu^l-^' anu cro&is rolling will both be required. All rollers shalJ i^ yood mechanical condition/ smooth running and reversing without jerking. Unevenly worn tires shall be cause for rejection. Rolling equipment shall meet requirements of Section 39 of the State of California, Department of Public Works, Divj^IDII of Highways, Standard Specifications, July, 1964, included in these Specifications. A sufficient number of rollers shall be used to complete the rolling while the material is in proper condition for sucn treatment. Rolling shall be commenced along the lower edge of the area to be rolled and shall be continued until the edge is thoroughly compacted after which the roller shall be advanced to the crown point. Rolling shall continue until the compressed pavement has a specific gravity equal to not- less than ninety-five percent 95%) of that obtained on the BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U same mixture compressed in a laboratory. Places inaccessible to the roller shall be tamped with hot iron tampers* All initial rolling or tamping shall be done with the temperature of the mixture such that the sum of the air temperature plus the temperature of the mixture is between three-hundred 300°) degrees and three hundred and twenty-five 325°) degrees Fahrenheit. The first cross rolling shall be done with the temperature of the mixture between one-hundred twenty-five 125°) degrees and one-hundred thirty five 135°) degrees Fahrenheit. The final cross rolling shall be done with the temperature of the mixture at approximately one-hundred 100°) degrees Fahrenheit. The surface of the pavement shall be smooth and even with rock unilbm- ly distributed, true to grade and cross section, and free from elevations or depressions. When a straight-edge ten 10?) foot long is laid on the finished surface parallel with the line of the roadway, the surface shall in no place vary from the lower edge of the straight-edge more than one-eighth 1/8^) inch* BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U CITY OF BALDWIN PARK STANDARD SPECIFICATIONS SSCTION 12 PRIME. TACK AND SEAL CQftTS 12-01 SCOPE; The work covered by this section includes all plant, labor, mate- rials, tools, equipment, transportation and all incidental work and services required in constructing the completed prime, tack and seal coats* The latest State of California, Department of PuBlic Works, Division of Highways Standard Specification, shall prevail on any items not specifically covered in these Specifications* 12-02 PRIME COAT: Prime coat shall consist of a liquid asphalt penetration treatment of the subgrade prior to paving operations. The liquid asphalt shall be in accordance with said State Specifications and shall be of a grade accept- able to the Engineer* 12*03 PRIME COAT APPLICATION: Immediately in advance of applying the liquid asphalt the subgrade shall be thoroughly cleaned of loose material by sweeping with power brooms supplemented by hand brooms as necessary* The liquid asphalt shall be applied at a temperature conforming to said State Specifications and shall be applied at the approximate rate of one-quarter 1/4) gallon per square yard of surface in one application, the exact rate of application to be deter- mined by the Engineer* After the liquid asphalt has penetrated the surface, the treated area shall be covered where necessary with fines in sufficient quantity to absorb any excess liquid asphalt* In advance of placing pavement, additional prime coat shall be applied, as directed by the Engineer, to areas where the prime coat has been destroyed and no additional compensation will be allowed for such work. 12"»04 TACK COAT; Tack coat asphaltic paint binder) shall consist of a bitu- minous binder spread on a surface in order to bind it to an asphaltic surfacing* BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U The bituminous binder shall be in accordance with said State Specifications and shall be of a type acceptable to the Engineer. 12-05 TACK COAT APPLICATION; Immediately in advance of applying the tack coat the surface shall be thoroughly cleaned of all loose material. Unless other- wise provided, the tack coat shall be applied at the rate of from 0.02 gallon to 0.10 gallon per square yard of surface covered, the exact rate of application to be determined by the Engineer. The tack coat shall be applied only as far in advance of paving as ordered by the Engineer, After application of the tack coat, all pools or unevenly distributed areas shall be redistributed by means of hand brooms. In advance of paving, additional tack coat shall be applied, as directed by the Engineer, to areas where the binder has been destroyed and no additional compensation will be allowed for such work. 12*06 SEAL COAT: Seal coat shall consist of an application of bituminous binder and screenings. The bituminous binder and screenings shall be in accordance with Section 23 of said State Specifications. The type of seal coat, and the exact rates of application for screenings and bituminous binder shall be determined by the Engineer. 12-07 SEAL COAT APPLICATION; Immediately before applying the bituminous binder, the surface to be seal coated shall be thoroughly cleaned of all dirt and loose material. The process of cleaning shall continue until the road metal in the surfacing is exposed and all dirt and loose material is removed from the entire width to be seal coated. Bituminous binder and screenings shall be applied with approved type of mechanical spreaders which will spread the respective materials evenly and in the required amounts. Equipment not meeting these requirements shall be re- moved from the work. Bituminous binder shall not be applied in advance of BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U spreading screenings over a greater distance than can be finished before any setting of the binder occurs^ After the screenings have beten spread, riny piles, ridgea, or miewn distribution shall be carefully broomed with drag or hand brooms to insure against permanent ridges orbuaps in the completed surface. Additional screexyings shall be spread by hand in any areas which permit picking up by rollers or traffic. The surface shall be lightly rolled with tandem rollers weighing not less than five 5) tons. After the surface has been opened to public traffic, any excess of bituminous binder that comes to the surface shall be immediately covered with additional screenings The completed surface, when ready for acceptance, shall present a unifom appearance and shall be thoroughly compacted and free from ruts, humps, depressions or irregularities due to an uneven distribution of binder or screenings* BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U CITY OF BALDWIN PARK STANDARD SPECIFICATIONS SECTION 13 POftTtAND CEMENT CONCRETE 13-0 i StOPE: the work coveted by this section includes furnishing all plant, labor, materials, equipmerit and any incidentals in performing all operations in connection with the construction of all concrete work complete, in accor- dance with the Specifications, and applicable drawings. 13-02 COMPOSITION: Portland Cement Concrete is composed of Portland Cement, fine and coarse aggregate and water proportioned to produce a plastic, work- able mixture, meeting the requirements specified herein. 13-03 CLASSES OF CONCRETE IN GENERAL USE): Class A" for structures as specified. Class B" for pavement, curbs, gutters, sidewalks, catch basins, driveway approaches and like structures. Class C1* for unreinforced concrete, such as gravity walls. 13-04 CONCRETE STRENGTH: 1) Design mix for twenty-eight 28) day compressive strengths of classes listed below as directed: Class of Minimum Average for an Minimum for any Concrete 5 Consecutive Cylinders One, Cylinder A" 3000 Ibs. p.s.i. 2500 Ibs. p.s.i. B" 2500 Ibs. p.s.i. 2000 Ibs. p.s.i. C: 2000 Iba. p.s.i. 1600 Ibs. p.s.i. 2) Determine strength by breaking cylinder six 6") inches in dia- meter by twelve 12") inches high as described in A.S.T.M. Tests will be paid for by the Contractor. 3) Cylinders falling below the average minimum compressive strength BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U shown above, shall be sufficient reason for rejection of the work involved. 13*05 PORTLAND CEMENT: Portland Cement shall conform to the Standard Specifications for either Type 1" or Type II" Portland Cement of A.S.T.M. Serial Designation C 150-49 with subsequent amendments. Unless otherwise provided, the Contractor shall, at his own expense, be premitted to use Type III" High-Early Strength Portland Cement, meeting A.S.T.M, Standard Specification, Designation C 150-49 with subsequent amend- ments, Unless otherwise provided, use only one brand of cement for each pour, Adbiiatures to prevent segregation and improve the workability of the concrete will be permitted, provided the admixture material proposed shall first be ap- proved by the Engineer and the proportions to be used shall be fixed by him, Admixtures shall not be used without written permission of the Engineer or un- less elsewhere specifically provided for in the Special Provisions. Admixtures shall not be used to replace cement and if used with concrete, shall be furn- ished and used at the Contractor's expense and no additional allowance will be made therefor. Cement will be tested only if directed. Such tests, if required will be paid for by the Contractor. The cement shall be suitably protected from exposure to moisture until used. All cement not conforming to these specifications and all cement damaged by exposure to moisture shall be removed immediately and permanently from the work, 13-06 FINE AGGREGATE: 1) Fine aggregate shall be composed of clean, hard, strong, durable and uncoated particles, conforming to the following requirements: Passing Sieve No. % by Weight Passing Sieve No. % by Weight 4 90-100 50 10-20 16 45-75 100 2-8 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U and having a fineness modulus of 2»lft niinhmsn to 3*00 maximum, with * 0»20 variation average of all teats). 2) Allowable Deleterious Substances by weirfit Clay Lumps 15? Material Removed by Decantation 3% 3) Compreasive Strength of Mortar Specimens Made with Fine A^gre- gates at twenty-eight 28) days equal to ninety percent 90^) minimum) of similar specimens made with Ottawa sand having a fineness modulus of 2.40 A 0.10. AH required tests will be paid for by the Contractor. 13-07 COABSE AGGREGATE 2 1) Coarse aggregate shall be composed of hard, tough, curable parti- cles of suitably processed gravel or crushed stone, or a combination of same, free from adherent coating and vegetable or organic matter* Do not use aggre- gate which has disintegrated or weathered badly under exposure conditions simi- lar to those which will be encountered by the work under consideration. 2) Maximum Allowable Deleterious Substances shall be; Soft Fragments 5% Clay Lumps 1/4^ Removal by Decantation \% 1-1/2^ of essentially crusher dirt) If crusher run stone is used, equip crusher with screening system which will separate the dust from the stone. 3) Grade from fine to coarse so that concrete of the required worka- bility, density and strength is achieved without excessive sand, water or cement. Hie mAyimum size of aggregate shall be controlled for the purpose for which the concrete is intended and shall be determined aafollowst For pavement or reinforced concrete walls more than eight 8^ inches thick, the maximum size shall be bno and one-^half 1^1/2") inches, and for BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U curbs, gutters, sidewalks and structures less then eight 8") inches thick, the maximum size shall be one and one-half 1-1/2") inches. 4) Grading: Grade coarse aggregate in the mixed concrete within the following limits; Passing Squaye Mesh Screen or Sieve %b^r Weight Maximum Size specified above 97 to 100 1/2" 2,0 to 70 No, 4 0 to 6 Required samples and testing shall be paid for by the Contractor. 33^08 WATER; Water shall be fresh, clean, free from oil, acids, alkali, or organic matter. 13-09 STORAGE: Cement shall be stored in a dry weather-tight, well-venti- lated building and provided with easy access for inspection and identification of each shipment. No cement shall be used that has become damaged. Aggre- gates shall be stored separately. 13-10 MEASUiaSMEKT; By weight or volume as directed, One 94-lb. sack of cement= one cubic foot. One gallon of water Bc 8.33 Ibs. 13-11 CEMENT AND WATER CONTENT; Per cubic yard of concrete, Concrete Class Cement Water A" 6 bags 564 Ibs.) min. 31.5 gal. max* 262.5 Ibs) B" 5 Bags 470 Ibs.) min. 33.75 gal. max. 281.25 Iba.) C" 4-1/2 Bags 423 Iba.) min. 33.75 gal, max. 281.25 Iba.) Above includes the amount of moisture in the aggregate. The average slump shall be from three 3") inches to five 5^) inches, depending on conditions of placement. lj-12 FORMS; Poms shall be smooth, mortar-tight, true to the required lines BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U and grades, and of sufficient strength to resist any appreciable amount of springing out of shape during the placing of concrete. All dirt, chips, sawdust, / or other foreign matter shall be removed from foms teefore any concrete is placed therein* Ponns previously used shall be thoroughly cleaned of all dirt, mortar or other foreign matter before being re-used. The inside surface of fonns shall be thoroughly coated with an approved fom oil or high penetrating qualities leaving no film on the surface of the forr*3 that can b3 absorbed by the concrete. Fonns shall not be loosened or removed from any structure prior to authorization of Engineer, depending on the nature of the structure. All sharp edges shall be eliminated, either by the use of chamfer strips or edging tools, as shown on the plans, or as directed by the Engineer* Approved fonn clamps or bolts shall be used to fasten forms, Eeinforconient^shal-Ll confonn to Section X4 o£ these Spff&ificatio'ns^ 13-13 MIXING AND PLACING; All concrete shall be used while fresh. The use of water for retempering any concrete that has partially hardened will not be permitted* Any batch showing improper proportions of materials, or a surplus or deficiency of water; or which does not have the proper consistency when it comes from the mixer, shall not be used in the pavements All materials shall be mixed either in a central mixing plant, or the proportioned aggregates brought to the mixer. The equipment shall be of suf* ficient capacity to complete the work in the required specified time and such equipment shall be provided with accurate measuring, timing, control and locking devices. The mixture shall not be changed except by order of the Engineer. If the concrete is mixed on the work, the aggregate shall be brought to the mixor in batch trucks, dumping directly into the skip. No aggregate may be dumped on the street. The cement must be added at the skip. Bnpty sacks must be piled and tallied to the satisfaction of the Engineer,. The aggregates BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U shall be measured from not less than three 3) hoppers, one l) for sarid and two 2) for stone, the stone to be delivered in two 2) sizes of the required grading^ Every batch of concrete shall remain in the mixer not less than one 1) miAute after all material has been added* All concrete shall be used while fresh and before its initial set, in no case more than forty-five 45) minutes. Reteropering partially hardened concrete with additional wter Jll not be permitted. Before concrete is placed, the fonns or jat jrvxie; i^-Lchsver cpplies, shall be thoroughly wetted so that none of the moiol^:^ lip'*! h-: a'vn from the concrete. Concrete shall be placed with the aid of aiiprcved mwnanical vibrators, supplemented by hand tamping and spading alcng f':inn;3 to produce a smooth dense surface• Do not transmit vibration to concrete through fonns or reinforcing steel. Concrete shall be placed as nearly as possible in its final position and the use of vibrators for extensive shifting of the mass will not be pennitted. Fresh concrete shall not be pennitted to fall from a height greater than six 6^ feet without the aid of adjustable lengths of pipes or elephant trunks" The use of chutes in conveying or depositing concrete will be allowed only at the discretion of the Engineer, and wherever they are used, they shall be laid at such inclination as will pennit the flow of concrete at the required consistency without separation- Transit or ready-mi^ed concrete may be used, providing it meets all requirements of the Specifications and is approved lay the Bigineer* Pavements shall be furnished as specified in Section 15 of these Specifications. Curbs, gutters and sidewalks shall be furnished as specified in Section 16 of these Specifications. All concrete shall be finished to the lines, grades and dimensions as shown on the Plans and typical ross-sections and shall not vary more than one-eighth 1/8") inch in ten 10») feet. 13-14 METHODS OF CURfflG; The freah soncwte shall be covered with blankets BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )U or rand and kept wet continually for minimum of seven 7) days or shall be cured by means of a pigmented sealing compound applied at the rate of one 1) gallon per two hundred 200) square feet of surf ace In the event Hig^» Early- Strength Portland Cement is used, the Cine may be reduced to three 3) days. In the event the application of sealing compound is delayed, the application of water shall be commended and continued until the application of sealing compound is resumed. 13-15 CONSTRUCTION AND EXPANSION JOINTS: Where shown on the s-.\. rr specified, use dowel rods as requiced. Before depositing now concrete a*r construction joints, existing concrete must have been in place twelve 12) I minimum and fortyeight 48) hours maximum if any formal are to be rem^ve'.l, md the surface shall be cleaned and roughened and have a layer of mortar c-' neat cement applied to the existing surface. Expansion joints are to be installed only where shown on the Plans or as specified, and shall consist of premoul^^d strips of durable resilient compound as specified or approved by the Engineer. Expansion joint material shall be cut to the proper cross-ssction before being installed, and, unless otherwise specified, shall be one-half 1/2' inch in thickness. Expansion in concrete curbs, gutters and sidewalks shall be more fully covered in Section 16 of theae 3tandard Specifications. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) U CITY OF BALDWIN PARK STANDARD SPECIFICATIONS SECTION U REINFORCING STEEL U-01 GENERAL; Reinforcement shall conform to these Specifications and be of the shape and dimensions shown on the plans or specified in the Special Pro- visions* U-02 MATERIALS; The following specifications set forth the requirements"for bar reinforcement, mesh reinforcement and black annealed wire* 1A-03 BAR REINFORCEMENT; All bar reinforcement shall be of structural or inter- mediate grade, rolled from new billet stock and shall consist of defomed bars. No re-rolled material shall be used. In testing bar reinforcement, only the theorectical cross-sectional area shall be used in all computation. Bar rein- forcement shall confonn to A.S.T.M. Serial Designation A15-50 and A305—50 with subsequent amendments. 14-04 MESH REINFORCEMENT; Shall conform to the requirements of the A.S.T.M. Serial Designation A185-37, with subsequent amendments. The gauge of wire and the dimensions of the mesh will be shown on the Plans. U-05 BLACK ANNEALED WIRE: All wire used as reinforcing steel, but not in- cluding tie wire, in structures and concrete piles as shown on the Plans, shall be black annealed wire of the gauge designated, the gauge to be American Steel and Wire Gauge. U-06 STEEL LISTS; Reinforcing steel lists shall be submitted to the Engineer for approval when requested. Such approval is intended as additional precau- tion against errors and shall not be construed as relieving the Contractor of full responsibility for the accuracy of the lists. U-07 SAMPLING; Reinforcing steel may be sampled by the Engineer at the source of supply, or on the work or both* Steel submitted for sampling either at the BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) U mlyH or on the work, shall be identified by heat or melt number, and accom- panies by mill analysis and test reports* Two or more samples, each twenty- four 24") inches long, shall be taken at random from ea6h size in each melt or heat* AH test samples shall be furnished by the Contractor, without charge to the City» U-08 CIJaWBiGj; Before being placed, reinforcing steel shall be thoroughly cleaned of loose mill and rust scale, mortar, oil, dirt and coatings of any description which will, in any way, destroy the bond* U^.09 BENDING; Reinforcing steel shall accurately conform to the dimensions shown on the Plans. The minimum radius of bends shall be four 4) times the least diameter of the bar< Bars shall not be bent or straightened in a manner that will injure the material. Bars with kinks or sharp bends shall not be used* 14-10 PLACING: Reinforcing bars shall be accurately placed as shown on the Plans and firmly held in position by wiring at inter-sections with No. 14 or No, 16 wire and by using concrete or metal chairs, spacers, metal hangars, sup- porting wires, and other approved devices of sufficient strength to resist crushing under full load. All such supporting devices shall be furnished by, and at the expense of the Contractor. Metal supports which extend to the surface of the concrete, except where shown on the Plans, and wooden supports shall not be used. Placing bars on layers of fresh concrete as the work progresses, and adjusting bars during the placing of concrete shall not be pexroitted. The mini- mum space between parallel bars shall be two 2") inches, and in no case shall the embedment in the concrete be less than that shown on the Plans. This lat- ter requirement will be rigidly enforced, and should test show that reinforce- ment is nearer the surface than specified, the Contractor will, at his own ex- pense, be required to remedy this defect. 14-11 SPLICING: Girder bars shall not be spliced except a& shewn on the Plans* BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) U Splices of tensile reinforcement at points of maximum sttess shall be avoided* Where bars are spliced, they shall be lapiped at least twenty-four 24) bar dia- meters, but not less than twelve 12") inches. Where fabric is spliced the. lap shall he not less than one mesh* 14-12 D1SPECTION; N6 concrete shall be placed until the Ehgineer has inspected the placing of the reinvorcing and given permission to place concrete. All con- crete placed in violation of this provision will be rejected* 14-13 MEASUREMENT OF QUANTITIES: Quantities of bar reinforcing steel and black annealed wire not including tie wire) placed as reinf&rwment as shown on the Plans or as directed by the Engineer will be determined from computations based upon the calculated wei^rts of the said steel and wire actually placed in accordance with these Specifications* The weights calculated shall be based upon the following tables: BAR REINFORCING^ STEEL Deformed Bar Unit Weight In Nominal Diam. Designation No* Pounds per Foot In Inches 3 0*376 0.375 4 0,668 0.500 5 1.043 0.625 6 1.502 0.750 7 2.044 0.875 8 2.670 1.000 9 3.400 1.128 10 v 4.303 1.270 11 5.313 1.410 BLACK ANNEALED REINFORCING WIRE American Steel and Wir^ Gauge Weight-Pounds per Linear Foot No< 4 Mre 0.1354 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) U lerican Steel and Wire Gau^e Weight-Pounds per Linear Foot No. 5 Wire O.UA3 N6. 6 Wire 0.0983 No. 7 Wire 0.0835 No. 8 Wire 0,0700 No, 9 Wire 0,0586 No. 10 Wire 0.0486 Quantities of mesh reinforcement placed as shown on the plans or as directed by the Ehgineer will be deteimined from measurements taken of the materials in place. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ) U CITY OF BALDWIN PARK STANDARD SPECIFICATIONS SfiCTION 15 PORTLAND CEMENT CONCRETE PAVEMENT 15-01 SCQPfc The work covered by this section includes All plant, labor, mate- rials, tools, equipment,'transportation and all incidental work and services re- quired in constructing the completed Portland cement concrete pavement in accor- dance with the Specifications and applicable drawings. The latest State of California/ Department of Public Works, Division of Highways Standard Specifications, shall prevail on any item not specifically covered in these Specifications. 15-02 SUB BASE: The subgrade shall be prepared as specified in Section 10 of these Specifications, and thoroughly dampened before placing concrete, 15-03 MATERIALS: Unless otherwise specified all Portland cement concrete pavement shall be constructed with Class A" concrete* All concrete used shall be in confomance with Section 13 of these Specifications. 15-04 FORMS: Metal side forms shall weigh not less than ten 10) pounds per lineal foot and shall be x?f such section and of sufficient rigidity, both in the torn and in the interlocking connection with the adjoining forms, to prevent springing under the weight of the subgrader and paving equipment, or the pressure of the pavement when placed. Their depth shall be equal to the specified depth of the edge of the pavement and the width of base shall not be less than eight y inches 8"). FOTOS shall be of the full depth required in one piece, where the pavement edge is nine inches 9") thick or less* For pavement edges more than nine inches 9") thick, the fonns may be spliced by bolting to the bottom there- of a tubular metal section of the proper thickness. The maximum deviation of the top surface of any section shall not exceed one-eighth inch 1/8") from a plane surface, nor shall the inside face vary more than one-fourth inch 1/4") BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )!U from a plane surface* Stake pockets and interlocking devices shall be in a satisfactory condition to prevent any movement of the torn. The method of connection between sections shall be sitch that the joint thus fomed will be free from vertical movement in excess of one-eighth inch 1/8") and from hori- zontal movement in excess of one-fourth inch 1/4" Metal side forms shall be straight, free from warps, bends, indentations or other defects. Bent, twisted, broken or otherwise defective fonns shall be removed from the work. Repaired forms shall not be used until inspected and approved by the Engineer. Metal side forms shall be thoroughly cleaned and oiled before pavement is placed against them each time they are used. Metal side forms and form joints shall be installed so that they will support weight of a heavy finishing machine without settlement or lateral move- ment and if necessary to secure such rigidity and supporting power, at least two 2) stakes shall be provided for each length of form on which to place the side form. Such stakes shall be two inches by three inches 2" x 3") in size and of adequate length to support the form rigidly, but in no case shall the stakes be less than eight inches 8") long. The stakes shall be driven so that their tops will conform to the line and grade for the bottom of the side foms. Metal side fonns shall be staked finnly by means of steel stakes spaced not more than five feet 5*') apart and shall be so designed that stakes may be driven through the base of the torn. L" shaped forms shall be provided with three 3) stake pockets per section for locking stakes in position. Should the fonns be of enclosed trapezoidal section, the use of two 2) stake pockets will be Remitted, but the usual number of stakes through the base of the fora will be required. Metal side forms shall be laid with an expansion gap of one- fourth inch 1/4") between the ends. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )"U 15-05 JOINTS; Joint 5 in pavement shall be designated as longitudinal and transverse expansion joints or transverse weakened plane joints* 1. Longitudinal and transverse contacst or construction joints shall be fonned by pouring concrete on one side of a planned joint and allowing it to set before the concrete is poured on the other side of the joint. 2« Transverse expansion joints where specified on the plans shall con- to™ to the following requirements; Transverse expansion joints shall be formed by means of joint tiller strips constructed of premolded strips of a durable resilient compound com- posed of mineral or vegetable matter or a mixture of these elements Impreg- nated with a bituminous material* Joint filler strips shall be one-half inch 1/2") in thickness and shaped to the cross-section of the pavement slab except that the length and width shall be decreased by one-half inch 1/2"). Transverse expansion joints shall be spaced at intervals not to exceed fifty feet 50Q and shall be con- structed at right angles to the centerline of the streeto The joint strips shall be fixrnly supported in position by metal holders and end supports of an approved type. End supports shall be held in position with steel pins in each comer of the support driven into the subgrade* The metal holders shall be fabricafr d of sheet steel not less than sixteen gauge. They shall be in the form of a deep channel, the sides extending down on both aides of the joint strip to a depth of not less than four and one- half inches 4-1/2"), They shall be slotted and cut away, if necessary, to permit slipping over the dowels and to allow the concrete to make contact with the joint strip at dose intervals^ The ends of the holders shall be made to admit the end supports* During the placing and tamping of the concrete, the joint holder and end supports shall be so secured as to insure against movement of the joint strip and to keep the top edge of joint strip approximately one-half inch BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )#U below the surface elevation of the ftoished pavement. After the concrete has been placed and tamped, the metal holder may be removed and a suitable shallow channel substituted therefor. The shallow channel shall fit snugly over the top edge of the joint strip and shall remain in place until the tooling of the joint, 3» Transverse Weakened plane joints where specified on the plans shall conform to the following requirements: Sawed weakened plane joints shall be cut in the pavemen-c with a power driven saw and shall have a uniform depth of one and one-half inches 1-1/2") and a clear width of one-fourth 1/4") inch maximum* Sawed weakened plane joints at sixty 60ff) foot intervals shall be cut in the pavement within eight 8) hours after placing the concrete. Inter- mediate weakened plane joints at fifteen 15?) foot intervals shall be cut in the pavement within twenty-four 24) hours after placing the concrete. All sawed joints shall be filled with an emulsion of paving asphalt and rubber latex conforming to the following requirements: The emulsion shall be prepared by mixing paving asphalt, grade 200- 300, with rubber latex in the presence of sodium silicate as an emulsifying agent. Rubber latex shall be either natural plantation rubber or synthetic latex designated as GRS-Type 4 containing approximately forty percent 40$?) solids. The resulting emulsion shall consist of sixty 60) parts by volume of paving asphalt, forty 40) parts by volume of rubber latex and five 5) to ten 10) parts by volume of one-half 1/2) strength sodium silicate commercial grade) and shall conform to the requirements set forth in the following table; Specification Test Method Umits Remarks Designation Furol Viscosity AASHO 50-250) at 77° F. T72-46 Before adding gelling agent Furol Viscosity AASHO at 122° F. T72-46 30-150) BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )$U Specification Test Method Limits Remarks Desigyiation Sieve Test AASHO T' lX max. T59-45 Penetration at ASTO 75-250 Test made at 77° F in air 77° F. Grease D217-48 30 min, after adding 5% Cone) sodium fluosilicate» Elasticity California 70;? min. After the addition of 5% Highways sodium fluosilicate and curing for 24 hours at 100° F, the specimen shall have an elastic recovery of not less than 70$? when tested in accordance with Lab. of Division of Highways. After mixing with one percent 1^) to four percent 4^) by weight of powdered sodium fluosilicate, the emulsion shall harden to develop a set" in from fifteen 15) to twenty 20) minutes^ Each shipment shall be accompanied by a certificate from the vendor that the material will comply with the above specifications and such certificates shall be delivered to the Ehgineer. At no time shall the emulsion be subject to a temperature below 40° F. Prior to application, the material may be wanned, if necessary to permit pro- per pouring of the joints* The method of heating shall be careflilly controlled to avoid overheating of any part of the container or mixture and under no circum- stances shall the emulsion be heated to a temperature greater than 130° F. Joints shall be thoroughly cleaned by hand or mechanical means imme- diately in advance of pouring the filler material* When pavement has been cured by the Pignented Sealing Compound Method", the joints shall be thoroughly scrubbed by means of a wire brush or a cloth mop saturated with gasoline or by other approved means. If the blanketing method is selected for the curing of the pavement, the joints shall be filled affcer the curing period, and after the blanket of BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )%U earth or sand has been removed from the pavement. No emulsion shall be placed during unsuitable weather when the atmos- pheric temperature is below 50 deg. F,, or when weflther conditions indicate that the temperature may fall to 32 deg. F. within twenty-four 24) hours. All joints shall be surface dry before application of the emulsion, Immediately before pouring joints, the emulsion shall be mixed with from one percent 1%) to four percent 4%) by weight of powdered sodium fluosi- licate. The joints shall be filled in a neat and workmanlike manner by means of a cornucopia pot or other approved method. As directed by the City Engineer, weakened plane joints may be formed by placing one-half inch by two inch 1/2" x 2") Redwood strips one-fourth inch 1/4") below the surface at fifteen feet 15>) intervals. 15-06 MIXING AND PLACING: The mixing and placing of Portland cement concrete shall be in conformance with Section 13 of these Specifications. When transit mixing equipment is used the driver of the transit mix truck shall certify on the delivery slip as to the number of gallons of mixing water and the number of sacks of cement contained in the concrete when it is discharged from the transit mixer. 15»07 SPREADING AND FINISHING; All spreading, tamping and finishing equipment which is supported on the existing pavement shall be equipped with rubber-tired wheels which shall be offset to run a sufficient distance from the edge of the pavement to avoid any breaking of the pavement edge, Each machine shall be operated by a man experienced in handling the particular make of machine in use, and at a speed not to exceed that recom- mended by the manufacturer. The concrete shall be distributed uniformly between the side forms as BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )&U soon as it is placed. A mechanical concrete spreader of a type approved ty the City fhgineer may be used. The concrete pavement shall then be tamped by an approved automatic tamping, kneading and surfacing machine. Approwd concrete vibrating equipment shall be used yhen placing con- crete adjacent to the edge where a tongue and groove joint is to be constructed. Machine tamping will not be required in the construction of pavement strips less than ten 10) feet in width. After tamping has been completed and while the mortar is still live, the surface of the concrete shall be mechanically floated in order that all high areas are cut down and floated into the depressions until a true surface is obtained. A mechanical float approved by the City Engineer shall be psed. The edges of the longitudinal joints, contact joints adjacent to existing pavement and all outside edges of the pavement shall be rounded to one- half inch 1/2") radius with an edging tool and the edges of transverse contact joints shall be rounded to a one-quarter inch 1/4") radius. The pavement shall be finished with a drag broom operated at right angles to the center line of the street. The drag broom shall consist of a fiber brush or fiber brushes fastened to a cross member to form a continuous brush. Water may be added to the pavement surface in advance of the brush finish if necessary. At the start of each day^s work the Contractor shall mark in the pave- ment with an approved stamp, his name and the year in which such section is laid. The stamp shall, be approximately twelve inches 12") by twenty-four 24) inches in size. When a straight-edge ten feet 10») long is laid on the finished surface and parallel with the center line of the street the surface shall not vary perceptibly from the under surface of the straight-edge. Upon completion of the pavement, the high points in excess of one-eighth inch J/8") shall be BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )'U removed by abrasive means. Where hand tamping is permitted, the concrete shall be brought to the required grade and shape by the use of a strike board of tamper consisting of a heavy plank whose length exceeds the width of the pavement by one foot D. The tamper shall fee constructed with propel truss rods to stiffen it and prevent sag and shall be shod with a heavy strip of cetal for a tamping surface. The strike board of tamper shall be moved with a combined tamping and longitudinal motion, raising it from the side form and dropping it so that the concrete will be thoroughly compacted and rammed into place. Tamping shall continue until the true cross-section is obtained and the mortar flushes slightly to the sur- face. 15-08 CURING: The curing shall be conform with Section 13 of these Specifica- tions. If water is used for curing, the concrete pavement shall be sprinkled with water as soon as the pavement has set hard enough to prevent its being pitted, When the concrete has hardened sufficiently to withstand covering with out damage, it shall be covered with cotton mats or with a blanket of earth not less than two inches 2") in thickness. This covering shall be kept constantly wet by sprinkling with water for a period of seven. 7) days. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )(U CITY OF BALDWIN PARK STANDARD SPECIFICATIONS SECTION 16 PORTLAND CaiBIT. CONCRETE CURBS. GUTTER. SIDBMAUCS AND DRIVEKAYS 16*01 SCOPEg The work covered by this section consists of furnishing all labor, materials, equipment and incidentals necessary to construct the above mentioned items at the locations and of the type and dimensions shown on the plans or specified. 16-02 SUBGRAD^ The subgrede shall be prepared as specified in Section 10 of these Specifications^ The complete subgrade shall be tested for grade and cross-section ty means of a template extending the full depth of the section and supported between the side forms. The subgrade and forms shall be thoroughly watered in advance of placing concrete. 16-03 MATERIAL; Utaless otherwise specified all curbs, gutters, sidewalks and driveways shall be constructed with Class B" concrete^ All concrete used shall be in confonoance with Section 13 of these Specifications. 6-QJL MIXI^^ PLACING AND CURING; Tho mixing, placing and curing of concrete for curbs, gutters, sidewalks and driveways shall be in oonformance with Section 13 of these Specifications. 16^05 FORMS: All forms shall be set to the true lines and grades as shown on the plans and typical cross-sections. The width of forms for curbs, gutters and sidewalks shall be equal to the full depth of the structure* Timber forms, if used, shall be surfaced on the side next to the concrete and on the upper edge and shall be of the required size and strength to maintain their rigidity when the concrete is placed. Timber forms on all straight work shall not be less than one and five-eighths 1-5/8") inches in thickness after being surfaced, The fonns on the front of curbs shall be removed not less than two 2) hours nor more than alx 6) hours after the concrerfe has been plAoe*, All other forms BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ))U shall remain in place until the concrete is thoroughly set. Items shall be cleaned thoroughly each time they are used and coated with light oil as often as necessary to prevent the concrete from adhering to than. Iferped or rough forms shall be rejected* Curb fonaa shall be held rigidly in place by the use of pairs of iron stakes placed at intervals not to exceed four 2^) feet. Clamps, spreaders, and braces shall be used where required to insure rigidity in the forms. The fonas and subgrade shall be thoroughly watered in advance of placing concrete. 16*06 JOINTSt Transverse expansion joints in curbs, gutters and sidewlks shall be installed at all returns and shall be spaced at intervals not to exceed twenty 20») feet between joints. An effort shall be made to space and place all joints in such a manner as to create an appearance of uniformity. Expansion joints shall be filled with joint filler stripe one-quarter t") inch thick and shall extend the full width and depth of curb, gutter and sidewalk. The joint filler strips shall be in one piece, shaped to true cross- section, and installed true to line and grade and at right angles to the curb and gutter line. Edges of expansion joints shall be rounded with an appxoved edging tool having a radius not to exceed one-quarter i") inch and all excess concrete shall be removed from around the joint. Longitudinal expansion joints shall be installed between the curb and the sidewalk at all contact points within the curb return. 16-07 CONCRETE SIDEWALKS g Concrete sidewalks shall confonn to the general provisions of this Section and to the appropriate Standard drawings. Unless otherwise specified all sidewalks shall be four 4") inches in thickness. In the construction of sidewalks, the concrete shall be tamped suffic- iently to bring the fines to the surface after which it shall be finished to BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )*U the required grade with wooden floats, troweled smooth and finally fij^Lahed with a rotary steel trowel finish. When a straight-edge ten 10») feet long is laid on the surface of sidewalk, the surf&ce shall not vary more than one-eighth 1/6") inch ffcan the edge of the straight-edge, except at grade changes or curves. Unless otherwise provided, the transverse slope of the surf&ce of side- walks shall be one-quarter i") inch per foot, calculated from the top of curb to the back of sidewalk. The surface of sidewalks shall be marked into rectangles, no side of which shall be greater than sixty 60") inches, the marking to be done with standard marking tools which will leave a groove not less than one-quarter i") inch deep with comers rounded. The edges of the sidewalks shall be rounded same as curbs. Where the plans provide for reconstruction of existing sidewalk and the limits of the new work specified does not fall on a scoring line or joint, the entire section shall be removed and the new work shall joint the existing at the first scoring line or joint beyond said specified limit. 16-08 CONCHBTB CURBS AND GUTTERS; Concrete curbs and gutters shall conform to the general provisions of this Section and to the appropriate Standard drawings. All curbs will be the type specified on the plans, Prior to the removal of the forms, the surf&ce shall be finished true to grade by means of a straight-edge float, not less than ten feet 10») in length, operated longitudinally over the surface of the concrete. Form clamps shall be so constructed as not to interfere with the operation of this float. Inmediately after removing the front curb foms, the f&ce of the curb shall be troweled smooth to a depth of not lew than two 2") inches below the gutter line or to the flow line of integral curb and gutter, and then finished with & steel trowel. The top shall be edged and the front and beck edges rounded BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )+U as shown on the plans. After the face of the curb has been troweled smooth it shall be given a final fine brush finish with brush strokes parallel to the top of the curb. The face of the finished curb shall be true and straight, and the top surface of curbs and gutters shall be of uniform width, free from humps, sags, or other irregularities. When a straight-edge ten 10') feet long is laid on the top or face of the curb or on the surface of gutters, the surface shall not vary more than one-eighth inch 1/8") from the edge of the straight-edge, except at grade changes or curves. The Contractor shall stamp his name and the year built on the face of curbs at intervals of not more than two hundred feet 200'). The letters shall not be smaller than three-quarters inch 3/4") in height and shall be impressed into the curb to a depth of one-quarter inch V) After curing, the backfill shall be placed as shown on the plans. The completed curb shall be protected from damage until accepted. The Contractor shall repair and clean, at his own expense, all concrete damaged or discolored during construction. Where any curb requires repairs before acceptance, the repairs shall be made by re- moving and replacing the entire curb between joints and not by refinish- ing the damaged portion. 16-09 DRIVEWAYS; Concrete driveways shall conform to the general pro- visions of this Section and to the appropriate Standard drawings. In the construction of driveways, the concrete shall be tamped sufficiently to bring fines to the surface after which it will be finished to the required grade with wooden floats, troweled smooth, and finally finished with a rotary steel trowel finish. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ),U CITY OP BALDWIN PARK STANDARD SPECIFICATIONS SECTION 17 SANITARY SEMERS AND APPURTENANCES 17-01 SCOPE; The work covered by this section includes all plant» labor, mate- rials, equipment, excavation, backfill and all incidental work and services re- quired in connection with the construction of sanitary sewers and appurta&ances complete in accordance with the Specifications and applicable drawings* 17*02 PIPE; All pipe and fittings ahall be of the size and kind shown on the drawings* All sanitary sewers shall, unless otherwise specified, be constructed with best quality vitrified clay pipe V.C.P.), burned entirely through, free frcm warps, cracks, blisters or other defects, smooth on the exterior and inter- ior surface, and having a metallic ring when struck with a hammer* The pipe shall, unless otherwise specified, be extra strength, bell and spigot type in standard commercial lengths* The pipe shall meet the requirements for Southern California standard extra strength vitrified clay pipe and.A»S*T»M« Designation C-200. Prior to starting work or at any time during construction, the manu- facturer supplying the pipe, if requested by the Engineer, shall furnish cert- ified test reports that any and all pipe furnished meets the requirement of this section, 17-Q? PAVEMENT REMOVAL AND REPIACEMENT: All concrete pavement, curbs, gutters, driveways and sidewalks to be removed ahall be cut with a concrete saw to a minimum depth of oneCl") inch* All bituminous pavement to be removed shall be cut so as to leave a s-ttraight unifonn edge for the replacement of the pavements Under no cinnumstances will the concrete and bituminous material that has been removed be used as backfill. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )-U The final pavement replacing, unless otherwise stated, shall con- sist of replacing the concrete and/or bituminous pavement in kind to a thickness one I") inch greater than the original pavement. Unless otherwise provided, the cost of pavement removal and re- placement shall be included in the price bid per foot for pipe in place. 17^04 EXCAVATION: The Contractor shall remove all abandoned pipes, trees, stones, debris and other obstructions that may be encountered in making the excavations. The excavation shall be made true to line and grade, and shall be made a sufficient distance below the depth indicated by the grade line on the profile to allow for the placing of the sewer invert. The grade shown on the profiles is the flowlins of the sewer.) The contractor shall be responsible for supporting and protecting all utilities and structures which are to remain in place. All trenches shall be at least twelve inches 12") wider than the outside diameter of the pipe. Except as allowed by the Engineer, the trench at the end of each day shall not be excavated more than one hundred 100') feet in advance of the pipe laying, nor left unfilled for more than one hundred 100') feet where the pipe has been laid. The subgrade on which the pipe or structure is to be placed shall be a firm, uniform, accurately graded foundation. When a soft, wet or spongy condition ss encountered in the subgrade, it shall be removed and replaced with dry sand or gravel. The cost of furnishing and placing any dry sand or gravel shall be included in the price bid per foot for pipe in place or the unit price of structure. All excavation shall be supported in the manner set forth in the rules, orders and regulations prescribed by the California Industrial Accident Commission. Where sheet piling is used, it shall be withdrawn in such a manner as to avoid any disturbance of the pipe or structure. The Contractor shall furnish, install and operate such pumps or other BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ).U devices as may be necessary to remove any seepage, storm water or sewage that may be encountered during construction. The trenches and other excavations shall be kept entirely free from water while concrete or pipe is being laid. Water shall be disposed of in such a manner as to cause no injury to public or private property, nor be a menace to public health. During the excavation and construction of the sewer, the Contractor shall be required to prevent the dust from becoming a nuisance to adjacent property. 17-05 LATERALS? The Contractor shall construct the number of laterals shown on the plans and at locations specified by the Engineer. All laterals, unless otherwise specified, shall be constructed at right angles to the sewer main and in accordance with the appropriate standard drawing. 17-06 PIPE LAYING AND JOINTING: All sewers shall be laid true to line and grade with bells upgrade. The sections of pipe shall be no laid and jointed that, when complete, the sewer will have a smooth and uniform invert. In order to insure a true line and grade, grade stakes shall bs set every twenty-five feet 25<), and the pipe shall be laid through the manhole whenever possible. Each pipe shall be inspected for defects before being lowered into the trench. The pipe shall be kept thoroughly clean so that jointing compounds will adhere. Unless otherwise specified on the drawings the joints for all vitrified clay pipe shall be an approved type of interlocking BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )/U resilient mechanical compression joint, formed on the pipe at the factory to specifications established by the National Clay Pipe Research Corporation. 17-07 BACKFILLING: All backfilling shall be done in such a manner as not to distrub the pipe or adjacent structures, and utilities and to insure work against subsequent settlement. In all cases the backfilling around the pipe shall be carried up to a depth of one D foot above the top of the pipe by hand, with good earth or sand free from stones, boulders or lumps, When the backfill is consolidated by flooding the water shall b^ worked down to the bottom of the trench either by jetting or flooding. In cuts over eight 8') feet in depth, flooding will b3 required in two stages if directed by the Engineer. In adobe type soil, on steep slopes, and other locations where compaction by flooding is not practical, the backfill shall be compacted by means of pneumatic tampers or by other means satisfactory to the Engineer. Backfill shall be compacted in layers not exceeding six inches 6") in depth. In all cases, after the backfill has been shaped to line and grade the pavement subgrade shall be mechanically compacted until the upper six inches 6") is thoroughly compacted to not less than ninety-five 95%) percent of standard density. A.A.S^H.O. Method T99 Modified). This operation shall include any scarifying, re- shaping, rolling, wetting or drying of subgrade required to obtain proper compaction. 17-08 APPURTENANCES: All manholes and clean-outs shall be fitted with a standard frame and cover, Manholes may be constructed with common brick or be of the precast type. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )0U Brick manholes shall be constructed with common bricka and cement mortar in accordance with the applicable standard drawings. The brick shall be whole, sound, hardburned clay, shall have straight edges and shall give a clear ringing sound when struck together. All bricks shall comply with the requirements of A.S.T.M. Designation C-62. The brick shall be well wetted before being laid and every brick shall be laid in a full joint of mortar on bed, end and side. Wherever possible, the pipe shall be carried continuously through the manholes, and the top portion of the pipe is not to be removed until all other work is completed. Precast manholes shall be constructed in accordance with the applicable standard drawings. Lateral clean-cuts and terminal clean-outs shall be constructed at the location shown on the plans and conforming to the appropriate standard drawings. In the event that the sewer is constructed in a street that is to be paved or resurfaced after the construction of the sewer, the manhole and clean-out cover and ring shall be temporarily installed four 4") inches below grade by the sewer contractor. Unless specified otherwise, after the paving or resurfacing operation, the cover and ring shall be raised to finished grade by the paving contractor. 17-09 TEST FOR LEAKAGE; Leakage due to internal pressure: Unless otherwise shown on the drawings, each section of sewer constructed of pipe twenty-four inches 24") and less in diameter shall be tested between successive manholes by closing the lower end of the sewer to be tested and the inlet sewer of the upper manhole with stoppers, and filling the pipe and manhole with water to a point four feet 4') above the invert of the open sewer in the upper man- hole» or if ground water is present, four- feet f4-1) above the average BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )1U adjacent ground water level. The allowable leakage will be computed by the formula E==.5D/iT in which E is the allowable leakage in gallons per minute 1,000 feet of sewer tested excluding house connections. D is the internal diameter of the pipe tested in inches, H is the difference in elevation between the water surface in the upper manhole and the invert of the pipe in the lower manhole; or if ground water is present above the invert of the pipe in the lower manhole, the difference in elevation between the water surface in the upper manhole and the ground water at the lower manhole. If the leakage as shown by the test is greater than allowed by the formula, the pipe shall be overhauled by the Contractor and at his expense and, if necessary, relaid until the joints shall hold satisfactorily under this test. The Contractor shall, at his own expense, furnish all water, materials, and labor for making the test required. All tests shall be made under direction of the Engineer. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )2U CITY OF BALDWIN PARK STANDARD SPECIFICATIONS \ t SECTION 18 STORM DRAINS AND DRAINAGE STRUCTURES 18-01 SCOPE: The work covered by this section includes all plant, labor, mate- rials, equipment, excavation, backfill and all incidental work and services re- quired in connection with the construction of stonn drains and drainage struc- tures in accordance with the Specifications and applicable drawings. 18-02 PIPE; All pipe shall be of the size and kind shown by abbreviations on the drawings and shall meet special D" loadings as specified, or the following A»S,T»M» and A,A,S«H,0. requirements: Clay Sewer Pipe V.C.P*) A*S,T.M. Designation C-200 Concrete Sewer Pipe C«P.) A.S.T.M. Designation C-U Reinforced Concrete Sewer Pipe R.C,P.) A.S,T.M. Designation C-75 \ Reinforced Concwte Culvert Pipe R,C.C«P») A*S.T,M. Designation C-76 Corrugated Metal Pipe C,M.P<) A,A.S,H.O<i Designation M-36 Corrugated jnetal pipe shall be facricated from galvanized sheets and, unless otherwise specified, may be made from any one of the base metals listed in said A,A.S.H«0« Resignation M-36. Rivets and coupling bands shall be of the same material a6 the pipe. Unless otherwise specified, standard coupling hands of five 5) corrugations in width shall be used» Ihe^gauge of sheets, un- less otheo^rise specified, shall confom to the following: Pipe Diameter Gau^e No. 8" to 24" Inclusive 12 30" to 36" Inclusive 12 42" to &8" Inclusive 12 iUi" to 66" Inclusive 10 72" to 96" Inclusive 8 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )3U The D" loading referred to above is defined as the load in pounds per lineal foot of pipe divided by the internal diameter of the pipe in feet which the pipe will withstand under the A.S.T.M. three-edge bearing test, without pro- ducing a crack greater than one-handpedth 0,01") inch in width. Prior to starting work, or at any time during construction, the manu- facturer supplying pipe, if so requested by the Engineer, shall furnish certified test reports that all pipe so furnished meets the above requirements. 18-03 PAVBJENT REMOVAL AND REPLACEMEMT: All pavement removal and replacement, unless otherwise specified, shall be in abwnlance with Section 17--03 of these Specificiations. 18-OL EXCAVATION AND BACKFILL; All excavation and backfill shall be in ac- cordance with Sections 17-04 and 17-07 of these Specifications. 18-Og PIPE LAYING AND JOINTING: All pipe shall be laid in accordance with the applicable provision of Section 17»0(> of these Specifications* When a bell and spigot type Joint is used the entire annular space in the pipe joint shall be completely filled with mortar- The mortar shall be neatly beveled off on a 1.1 slope from the outer edge of the bell. The joints of all pipes twenty-one 21") inches or over in diameter shall be carefully pointed and wiped on the inside, and all pipes under twenty-one 21") inches in diameter shall be carefully wiped on the inside. When a tongue and groove type joint is used, no mortaring of the out- side joint will be required except where the concrete pipe Is used on curves. For pipes under twenty-one 21") inches in diameter the outside of the groove end shall be buttered with stiff mortar before the next section of pipe is rammed home. The joint shall then be wiped clean of excess mortar. For pipes over twenty-one 21") inches in diameter no joints shall be mortared before the next two joints in advance are laid. The entire annular space in the inside joint BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )4U shall be filled with mortar, pointed and wiped clean of excess mortar, In the event the entire trench backfill is to be compacted by mechanical means no joint shall be mortared until the compaction is completed* In all cases the in- side joint shall be filled with mortar in such a manner as to insure a strong watertight joints Other types of approved joints will be pennitted if acceptable to the Engineer. 18-06 CBABJAGE STRUCTURES; Manholes, catch basin, local depressions and other drainage structures shall be constructed at the location and be of the type or design shown or referred to on the drawings. All manholes and catch basins shall be fitted with standard frame3 and covers* Manholes shall be brick, pre-cast or cast-in-place. Brick and pre- cast manholes shall be in accordance with Section 17-08 of these Specification Cast-in-place manholes unless otherwise specified shall be constructed with Class B" concrete in accordance with Section 13 of these Specifications* 18-07 ADDITIONAL PIPE PROTECTION: All steel pipes over thirty inches in dia- meter shall be adequately braced prior to backfilling to prevent defonnationc, Such bracing shall be as approved by the City Engineer. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )5U IL \Kr o f^yy^WC Cv^ /^^'<fe^e. 1_..^ J'-B \. I UP i f^C.^^me/r^ tf'^^ /W^-^r/flr /ttr5>^A^rf/^ 5^0/1/^/f^ ti / frw. 9 f^^ /^^e^f^ / WC. a^^^tr C S^^r^ SCCOWARY AND ff£SID£NHAi. USe 6 A B W /^WSTKf^L r s" n /" /pfoi^oo ufWfe. /^772F^ /. ySf // cxrs-fs /'M /cys Wff y^tf ySy? cy^ c-^6 /-€>/^c^^f-^y //'^€ /S /^'^p/- /^e?^, 2.- a^y oc^ w^a/'a. S/c^a^t^ x-/jT»*-a? i*-^7fr' /j<s/? ew^a.Cf.rT^ /•o cy^r-^y /me fr<fy/v^/o^y^{ f f/^ ny^e/^ /y? y/'/r?-' //<^~ /oc:^t f wa^^e r<y/y-5-^*" 5*^y a/t^w-tr / tf/' c/'^y M^mrrt. J jr/f Cey/rf^erc/^/ ff'/vas Cc?w^e e. i^uf Q// r a^w/it / T^w U/M// w//'// /-€j^/f-7'ee^ u^/-^ ec CITY OF BALDWIN PARK STANDARD A- ROADWAY WIDTHS BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )6U // ff<^ ///yr S^^a/f f^ \ 7j 1L \1 1j /.' f^wa/ff/af \ 5 //77' L\ 45S v^ 1 Vr^' s/Qn V\ n \A Scw~^' /^<WT<- f///reer^e \^^€^ff/^ fT€a \ 7^} y^!• rC s p^^^ c^^S€?^£ l-^"-^ /'^ s/W^'£/€?/^^ A^w^/^yyi/O/^?-^ fc J r i B e^•W 2^^ 7^ w^} c^^ y^ / /ff<? M^ H/ Jr i-7^^" y x /'^" /£>^ sy ya/-^^^ 7 / f^ LAA/ 6^- / y t r 72 /^ j~rr£ff rf<y y W£i i /^(t cy^^^r^ /A/£ L£^T~/0^ /^^ws^ L y/^fWL/c f^S/y^ /' 7 i^ C^^1^L fSS /^^p w^ yc SECr/W A-A^ rf/ffoyec/ Z^SSP C.C 7~/€^J\ *V 4- a /^/-^3/^ // e s/?xr// v/s^-//jy^€ 3c 7^ A.^ccrT^- r&//* CITY OF BALDWIN PARK STANDARD A 2COMMERCIAL DRIVE APPROACH W^ BY /&.< CKD BY APPROVED BY DATE BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )7U 1 /zr^ /A/£ 1- s^ C^>£3^^ff//€^^ fx^W^J/O^ 1/0//ft \ / o! \\ \\ f^ ff / r^ yy t•^^^ t \^ l^s^!f / A/X ic/w/f'T^O^ /^^f^-r \ w—i 7^—^- cr^ws 7^ 4/^ J£>e"^//(/f /^ x r/Gpy^/^--^^<ff"^X /4 X /^' / atf-/^.r——— /A^ wz^/wrnx wi< x^' A-^' /^LAH 6^/' /^ y /^y r^ /A/E T^/^ c^C^ 1^ v C/T7~^^ C/A/£./'cw^^c^\4jr^M^^W r^^5-^r<r7~/^/</ TT/ // jr/a-^7/^[ /n<W5>^yfc7^ 5-^^ c-\\\"Nd A LEl/AT/0^ w^/cw^s^ S/^^^^- /^s /^ //^ / f T^^ cc y^- c^fss ff /^<r cSECT/aA/ A-A t 7^ // e cm r OF BALD1 WIN PARK f^^^- RESIDFOR STANDARD A-2AENTIAL DRIVE APPROACHSIDEWALKS ADJ TO CURB Y A/ y"•tS CKO BY /F' AP^RRVED Br DATE.^^^^^-^^CiTr- ENGINEER rB3 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )8U A^A /^€W^^/?T^ /A/£ A/07'£~ \ \ /9<r/js/€w^ /^^ r-*- f^^—^^c- 6 /./-^e^' /c/-^-^. xi^t//y CC. aif'^ff'/^ waf/ e^a/^ef^ o;^'/€W a/~ //ys/?^€^<y ///7 / W7€7^^/<y^^'^z.^k^r^/ff/y y^/^-^- x Ai / s y ie/Wtvj>t»f / i^s/^- / J c<^V-^ f<TffS/€Wt/<y'yy^ C.^. \~\ c///£J \ J y^rr^ E /^ x r wo ww- i o'w^x X / /4P Af/^ C'WB,'SU7'r£^ Wf€>f^f£. f-ZX^ PL^ 6 c^ x /- r4' S-/£>£'W/Z^<- y h rzy^^ r<^^y s-^/»72se- //^^ iV LE^AT/ON / /w ac£ wyy£er^ /^ y^^ww af/^ y£€'7V€?/^ e^fSS ff /^C. C7~/CW A-A CITY OF BALDWIN PARK A^r^s / 7^0 f t^J«€3^ 9M/^ t^^^y S'><76>A4?^T T tfcf'^C'SL^T^ 7*0 /ycyyer"^ />^fe / Z:y/3-^/^ /^CC /v^o^e^ s-^//^^ sy^w^ STANDARD A-2B RESIDENTIAL DRIVE APPROACH BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )9U WA/^>£C> c e--^" e/£S T^^ C^0 O^f 7~^£~ 0 /^/7~£G/?^L Cc//-?G f GC/7~7'£^ TT^f D 7~W£ C /^^A/oL/r^/c S^£^L/<, w^./. c6//?B^^yrr^ C^/^?ss c'o^cr^-^^ s^f<3^/ e u^^o^ c^y/e ys o-y^fe^-^y^ s^>w//y'e^ A^-ef uo/^/W jf/sr//^& c^y uj-^ wrr^ o^- jf/yr/A/ii cu^s CiTY OF BALDWIN PARK STANDARD /\- 5 CURB DETAILS yw, BY CKD BY AP^ROVE:D BY DATE j e/ /?^ CITY ENGINEER R.E.^'-83- BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó ):U BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó );U BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )<U BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )=U L 1^ e6' i-^^,—1—i———— \^-\ / zr r L L<' y/ \^' s^ec-^-or^ c^c/f//^v e>^ ay^/^ n 0^ 3/ S a / 1 U-t 0 0-S£-——————————— s£————————-—————————————| T——I——— y^^^^ T r^"^ 11 11 11 11L-1 L,-LT" h-1^ 1 v^^ \r)ty^ c^^h^/^>c\/r^^ 3CA^S7A/07~£S<7^W^- /ate^t^/1^/S^'^ 7 J^^-^zce r^ 1 LJ L-l^ k/^Fl/ /^ S'T^e^£ y^ P^A/£LS /v^e M^/OC/S o^on^^ /^r//sr'^fc^>7- Cryw/S S^f£.C. A%29 0^ W. v G^^ y>^^ zz^A^^y W7^^ cersp s-^oes-^3 1.^ 0^8• 1s^ 5*I°( s y^ in0;\I^ /; x /'rT //£»r^ ff r^r^ /GT^^^^M^f^ C 7~/€>A/S WA/££. &6' 7 f S€' 6 W & 0' 3 zo^uey 2. /T*//Tr CW/^€/ S^^/ htf' ao^v^VS^ f^S. ff/QC^1y// e^<y^ 9^ pa^ie/s />? acco^c/cr^ce /-^fi S^a^-e o^ Cv^cy-^?/^ s/"^ /^^'/^M'^ yy ///y/jM/^s ya/yef^/^f S/J^/'^/c-a-^/o/ps^s? /^f^/e^-^^'s y^erec/ s s/?ow^ i22 1 1S V07~^ c T^ff^y Ai^v/~'^7^c7^ S ff SCCy/ 70 yrw^szr- ff^-c CT^^j-e t^^f^ v y^y^//^ 7 v e^/ec^-c^s \ t^^1" J /VKiU // S fr)S' S^\^ tV^EL P£ v^ h ryy 4ii 1• 1- TTSpfWCw TCS7— 4£y /^ffST GETA/^L WL CITY OF BALDWIN PARK sy^£ %£SC^t-C."ww /^ STANDARD A-GUARD PANEL GUARD POST 7 WW^ BY CKD BY APpTOVED BY / // y /~^y-~^^^^^^^^- /^/ iK^^.^fcifcA-C DATE E^^/&3 CITY ENGINEER RJ^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )>U BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )?U CITY OF BALDWIN PARK STANDARD A 9CUL-DE-SAC WWf" BY CKD BY^/r AF^OVED BY OATE.^^s^<^^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )@U y /^ //^ //^ /•^^^—4— L- y/ //^ /^) mi- 027 a^ Q^^ S. 7 5--/^//-- 0^ J:/ af/ /^ //^ Y^ z /'ar^^^f/ eye/ ///^e 7 a4.z o/s) \oS< 02CT / /^ \ r / /^//-- /^ P^ * /^^-^x^/ \ /// J \ /^ /^^/^<7^ e^e/ /^e OSQ c^ C*^ vr- V^ ss /• o-t^ / pr /^//--^'<?'<^ T^ 6yA M /^7^'^l^z-^ /^ //^ /^. 5^Z^ \J<\ e^/ //^e % 3 Q a->' v^^^f 4 \ rft^. ss-/ff// 3^ 1^< d4^ b JcD S^^z-^ /^ J /it a?^ X 069 04< 02^ 9^ 0 T c//^7^. f i ss-/^7 7//^<^> wy^c^ Tfr^e^ /) /- e" 7A /ei^e/ c-ec/<r^> /^TW r^ /^rce CITY OF BALDWIN PARK STANDARD A-10 CROSS-SECTIONS 40' ROADWAY ORW9 BY CKD BY APPp C- OVED BY Sg2~-C- DATE<^^ /^/63 EN61NEER m BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )AU LAA/ Co.fc.h 0£X5/n5 v// e. C(€tSS'A" C<?t-»0-<7"C. CITY OF BALDWIN PARK STANDARD A-I I CATCH BASIN NOT TO EXCEED 5" IN DEPTH Xrt"", BY CKO BY y^, APPROVED BY DATE $^-<<T^ CITY FNC.1NFFR R-E 3 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )BU s> i /•y \ v \ rfl 1 1''/ 0^rG'ffli/ L^ 7^^^V^-yf1 /^y^^^e f^rc^Ss^Vtf^^^- \ *\0 1 /wC f I xy7£€4^^'r<y/ r^-7* U^^^ / /iy /^s^f;Saw cc/-^ / z t7^^ rTdK/m6/^yf y^W^'/ j^^ /-^ f^/^ A^/<^M/^W-j^e^^/^^y-^-w^ /' 4 c- / r /.^' w^ 2 Ce^^ffffc^f^ry^ hfff/ O^ W^C€ Oi^ CC7 * 4 r y J J s y / ae \ / \ / 5£- 1' JO/A C/iS£. J^ r 9 5^^Z? /<9//1/7"/^^A'^/^f^ AM /-^^ /T~ SEC7~, 5//l//^^/ys? 4 7co/e^ cv^^ / Ve-^ I^fS A a \\ \ j %~ \ l A/T 4 / vrcr^'z'z/j.m * ff/^-Wv/^- / / f f f f i f^^ \ \ \ i 1 ir^ y" J L t^-*- o/vr/. 3^770A/ CT JO/A. fr /f^y^-•// w^y^tf^—yy s^-ri^?-^^-^^ 3' S='<3£->-^^^^^/^^(T-yy-? /;r;^^y-?--*/^^^J^• /-*-^-^ fc?-/-^•//^/^yTT^'T^ y /^w yty>-^ ty^yf^ri^T4' /a'' /^^A/ C 7'^A/^l/^SE C's^fv^w^ /a/rt^s s-^// t? 7^ C^ T^^tTO^ y^c/ et-r*- f feT^ 0^ 5S^ ew^&^ e'e^^/cy^y^ yo^'^r^y^^^ J^ 7^^"y^y^wr^y? s^/^ /T^ v^^o/^/yy^iy' /y^'^' y^ T^- 7^-^^<5>^<jy^^3- CITY OF BALDWIN PARK STANDARD A- 12RC.C. PAVEMENTWEAKENED PLANE JOINTS TRANSVERSE CONTACT JOINT i G BY L CKO BY APP^P^s ley ED BY DATE^~^7 y^^^^^^^^. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )CU w/y e^y T^S f^ f- w.oo' i /S'^f\ /«s \ r- /fy^vy \ cvwc T^ W C^es^~ y/i7^ aac/ /€W W 39'^" /S99' r-. / erw^-^/vc 7^7 r T^y e^c/y^ 7t? rw^ 5- js?^^^ c^r djaceht /y^/^ t/ Ifne. S/^^JLK f^cwr 72? /g) CITY OF BALDWIN PARK STANDARD A-13 KNUCKLE DPW^ 8Y e^ CKD BY APPROVED BY DATE 3ji^^$^^.^^^-»-^^fc^ CITY NGINEER f^E.^^-3 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )DU n 1 i \ \? 1 It * i li<'.i\ T"; C. /S^^/r?€^ 4 \. n /,/--' 1 Li- I-W^Tl / dL.^^^—.L-.L-B^» \^r^^^ 1 1 0 0', i 1^ I|^ 1 S^^ i t \t•^,1 Y r1i \h / i t^ wv A^h^. /. /c^:<y/'/b/7 /6/T///Y/e^ /^ r/J'7 h/?ar-^/a/ 7^"<r^7ts- 7fpyy/€yy^^/7^' 7^ 7/yycj^/ /" C^/y^ y//^ e er. //^$7 w^/ec ///7 W^ jX^WS MA Y WO^CfD C^^-V O^i, /~ C/7y A^/^££~^ CITY OF BALDWIN PARK STANDARD A- 14 LOCATION OF UTILITIES WWG BY^ CKD BY^c APPRO^&D 6 iY^ f^ 3ATE^^-^/^j? ER R-E^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )EU BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )FU 45E T^SE B A/ar^s- &^y /^^ /^^•^zpT^'y y^y^/ey? /igy- / c/^^ / /!// /?^c<rf^r^ w^y/'^/^y^wv^ M^/^^ c?^ e wvw/ /y/a^ J^^rs- /^ y^w^ y' T^C' y^fy^ / y^y T^'^'/^tf ///7e f %^r s^^/f^ yW}^^/ 7^'^/^^ /^v E^ T^a/ /^//7y CITY OF BALDWIN PARK STANDARD A-16 LOCAL DEPRESSIONS APPROVED BY DATE CKO BY &^^ CITY ENGINEER R.E. /^83 DP A BY L BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )GU f. VWVS tS W/M JS3' Ct/KS VW/VS IS KWtt<S iS WM je' ci^fs /?wus TYPICAL I TYPICAL Z PARKWAY CURS RADIUS D/S TANCE5 P rv> P, a 8. b b. C d S s, /0' ro 10' TYPICAL / 25' 8 6 4 4 4 35 /0 /0 4 4 4 4 f0' TO 10-TYPICAL Z 2.S- 8 4 5 /5 4 5 35' /0 4 5 2.5 4 S 1 0 ro f2 TYP/C/IL 1 25' 8 6 4 fe 4 4. 35' /0 10 4 6 4 4 8 TO /€>• TY-P/CAL 1 25' e> Q 4 4 i 4 3S" 8 10 4 4- 4 /€>• TO /2-TYPICAL 2. 25 Q 4 5 /5 5 35 /0 4 5 Z5 4 5 NOJE W CU^B RETURNS //41//M3 A D/U5 07HK WAN THE T^WA/^O 2.5 /^35\ CH S /V /SrWe' Z7'0^ 3Z, CHECK H^/TH 7W G/N££^& P£'^7:. AM APPWPf^fAT£ WS/^N iVILL BE RESOLVED AT THAT T/^F. W/^ APPLIES TQ A^V OE\/f/\T/ON. CITY OF BALDWIN PARK STANDARD A- 17 SIDEWALK INTERSECTION DRWG. BY CKD. BY APPROVED BY DATE A Z^^^ g^^g^ CITY ENGINEER R.E/<^^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )HU /cy T^C- /- /f ac/c/^/o/^/ y^Ay// /^/^<z^'c^/^^s/^ W€/ /e^^/W^T^ T*^ 55^7 /€3^ w/ws eeyre^^ 7^ 3' /a^ /^/iz-^ T^O a^-ap, /^ C^c^> /^a^o/e or 3/ y6a^ //?^y //? W/OrX/ /77C7^/70/e 2' /^ wa/?/?o/e-s ow^- /s'c/ee^ /^^^€fS€ 5/?<7// 0/Z" /Q^ CITY OF BALDWIN PARK STANDARD B-I MANHOLE a DROP MANHOLE FOR LINES 15" IN DIA, & SMALLER C^G 8YJ CKD BY j APPROVED BY / DATE CITY ENGINEER R.E. /^/^l BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )IU /^/b^.-^^r. efwwf^ s^ fy<yf-hw ofAw /Tww 3 cy iv)^/'o/> S^y^y^ T?'W /ay^e^ //yfff f^- /%7,5/sr L^' 7 y/^^ z5^/^77^l/ AA L£MT/OA/ BB A/ores— /• C/€//'^/€>^7^/ 37^^ S/?<7// 0 /^/crcec^ o/y/?os/'^€ o^c/ /e^e/ i^/^/7 /'/?€ s^o H^/c^ co/>7es earesT^ /^ t /(W^ /h/€/~ cfro^ /^ c//'o/^ />?^/7^o/€, ar^' o^e /'/7^^'/' /^ s-^^fc/c?/^/ r^£?/7^7^/e I T^e e/^ c^y/r^ c/?^/?€/ s^a// e //^?we-^/- M^ s<z^<z/- /y//W T^e' /^^s^ /-e^ s>^(?// e /7/^c^ec/ /w^ /e^^ T^-/?^/? /y^^?^ ma^e T^^ // a^c>^e r 4f- /^^^^/<SS 5''^<^7 7^^ e j^?// e /^^/c^ /l/ 0^ 04S£ CITY OF BALDWIN PARK STANDARD B-2 MANHOLE FOR LINES 18" IN DIA. & LARGER DRWG. BY CKD. BY r APPROVED BY Y ENGINEER R.E. Z^^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )JU 5^<^ri^"^ sy^/e vwe^ w/ w<6^~ ye^ &^3^>y 5r^ c/<€^«c4^f rc^»>f^ x^^^^r\\\,\,\\ \ \ \\,^T'^^//^^T^^/ 4' 7 A ft / A" ay 6 7^^ cwfic As^ fM^o/w SECT/OA/ A-A y'< SECT/OA/0-0 y^a// /^-^/Gt A/OT-ES / wrv^e r^e s^<z//'^^ c/?^/?^/ /?a// xz. oour^zof //y c^e c}p^^^yd^7 7^ /?o//7^ ji^we T^C />j/e^ /y//W3. //^w=»rs /7a// c' r'/y/c/^ su/cycsT'^'^o^ er/yyy^y^^y /y/<z/"S ry/y 7^/3 fy^er'eT^'/o^ w^ /^/y^-s y^y// e-/y^ff^^r f^^^, /^c// s^a//^^ w^t^ /^ y^€^9 CITY OF BALDWIN PARK STANDARD B-3 PRECAST CONCRETE MANHOLE gOHJJINES 15" IN DIA. 8 SMALLER y i S£C7-/0^ 7WW M4W€>^^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )KU /^<^y s^eys- J7/^/^ %^^ CITY OF BALDWIN PARK STANDARD B 4 HOUSE LATERAL WWG BY CKD BY APPROVED BY DATE 1^^^-^^ CITY ENGINEER E,J^.63,^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )LU BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )MU /^At/ y- C0^£^' f f/^/G sorrow I//EW /IA/ e/A/6 h h^ N i CITY OF BALDWIN PARK STANDARD B-6 SEWER MANHOLE FRAME & COVEI< 7PWG BY CKD BY DATE APPRpYFD BY S^^. CITY ENGINEER R.£./J</^3 W^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )NU W^ff/ISG /^w/./ co^oe/r 3^ t/?€ fs/'^e c^ Ae /Wf^o/e M^ y^e Ta^&y e^yes y/k?// 6€ /9/^s^9^^€f yyy0€»-^/f y/^A CW^V^T* /ffo^i^r A/ores /. T^ /^^sry* 3t^ s^w// be /^/ac^cf w^- /ess f^M //"/fo^ m^rc W o^ore 9h^/f oa'o^^'/wff/ s^ff s^a// c /y/^c€t/ cyyQG/'f-e w^/ /eye/ w^ Y^e y yjea^ys^ fo cf^we c 9^e/^ Afa^a/es ww- /^"<y<?^ f^e yse sAo// /ya /S'^A/c^ /^vy^py/yas /f€^r^ /^"//f c/wyyv^- 7^/7 c? syry/y f/~c^ cy/yc/ wy^; T^y^^f if y^/€ arc^ S Sf^ S^f*^y /o^fr- f^f 7^7 /W/r />y»€ JS^€^ / f^ 7^€' CITY OF BALDWIN PARK STANDARD B-7 SIPHON MANHOLE FOR 8" TO 36" PIPE OR'AG PYJCKD BY APPR&VED BY DATE X^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )OU C/r/ OF BALD^WPARK ST^A/ffA^D C^^^er Af/S/V/Y^S /^/W^f^ /^9 CO^^ /-0/Z C/S£ /A/ S/0£^^-K A^£AS 6" 2'/^ /r;?- 6- 5u/f7ff!/f~ o^ /^fat Sur/TTce y /^s L———^'^'^ T^/L OF F/?W£/^w Cffi^e co^ecr/o/^ /Voy-izs /-7'/^<? f7m<Z 7C/^C}^^^~ f?^ C<7J'-/- />S'/7 S- e^ s/?c7// /)//?o/nbra /7c/r^ /V^ A /5 Oor A?^7/ CITY OF BALDWIN PARK STANDARD B-8 CULVERT MANHOLE FRAME a COVER FOR SIDEWALK AREAS r^CBYlCrKD BY APPRpyED BY DATE 7^ L CITY ENGINEER R.E l^-^-3 BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )PU c^A^our AW fwr AS ff£Q^^££> U^fff/A/G OQD/^^£ ALL F'/rr/^Gs ro B£ CAST WW SO/L PfPE SECT^O^ X~X aryy.' rue AmpWAi. yrM c/r^ G/W£/? Afc/sr ae OBTA/A/^ B£^W£ wsrA^^^r/M. 7^£ /MT£^C£^r€^p /s ro ff£ co^srwcr£P ofCLASS 0' ftwr^w C£M£^T coMc^ere. /^r^^c^r^s C£ED^G 6^"/y M^r-H M^s-r r£~ fw^rwcrs^ o^ /^/www o^/c^r^. //" /^/STA^EO /^S/£>£ y/9^fi^^0S' 7y/£; 7W /A^TBPCS^TW 9^ W^£'^£i. WW W? OVyff^ 7^47' tS'r^'S 7^^ T^W r^W /W£7 W CMA^. yc^e-^C^ t^fr^y f€/^r-£WffW 4»^^/vc^f r^^r /A/73^v^.w 7^ ccz.^£ S/A/ n^7se wo^f wr ww/c *w. CAPAC/ry SAL^MS 0/M£^WS coy£~^9/Z£ Mer^. co^/?s fi£^y A ff c 36 3-'^ 9'^ 2 0" 6" Z^O'xS'^ V^^r^C PiAT£ s/o J-'O" 9''6'1 3'a- 2^"^^ i/^' ST^L f^Are 6& re" /O'J" 4. y 29 /'Jr^'/^ s/s'^^w^ r£ 6" /2.60 4.'-^ /^y 0- 3'^ yW S" /.^^f^^f A7£' &' CITY OF BALDWIN PARK STANDARD B- 9SAND AND GREASE 1NTERCEPTER vr BY /<^, CKO BY APPPOVED BY DATE^s^^^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )QU 1 \\± I. I6' 7^ 7// C€//5 ca^^/^//?^ e^/ /^<^/^<y//7y w/y^/ 7/y /-^ / i /}<] nc^r-T^c?^ // /^y y^^// K /^^^ er/y^<y// 5/cf€:^r c^c/^-s^es y// e /e-^/ 7"^^ /^ /s yo^ e ye^ 75 7 y^ff/^/^y y//, y//y cv^r / cy^/^ /7€f rf//y/b^c^/y7^'^ x^^/ /<y^r A^/mCAL BA^ a// C£^T£'^ D wnw y /^ 4^' c-c /^tt j5^o 5 2" c-cr /6 % /^O^ /^M^^y/- /^f 0^€/^€<f^f ff^C 9<-</ //y y^^?<7 r<^^ yy c /S^ /Or-\ y-^w 0^^-^ ff?^^/yy-^ yveey v/--Ns^^^^ / r'// S 7^€7 f<Z^: 7^ 7^ Ct Z W c. a^/-t \>4<;> W'oe<^ e^/'^7ff/'/^c'^r ccy /-c^c/~e^ t^e c^f^ //? /T^ ff^y^- ccs 7^7e T^er^ /ffj c^-^- sf y i l, h^S^^ U I 7 /C;w.nr»» W L / j j ftC<^7 /ffw^7 s/?<7//—^ T^^e ///^ f^Ar/ T^ j^€r€^^ tf-^5- /^-T^y/^^^-^>^ c^e^ T^^^ r.? in N: \ L- \—^ i T^,^-' 1 T' \i—i o 1. s *^ *"^•n^n \US^H \——} 1 15^C^- /'' /<7^ \ o JF^/, w^-^ 0)T /^^ M-^-^^ / co/ir CS} 3^ \ 1 A & A 4 Z" fc * 7// //<v7y v \^ s0 a. i^ i J A 42& A 4 iA /'^C/^/c? // 2 9^?<rf 9^ x w r^- /2' 0" / Z-^ 5ft3Z^o \ \J AJ /^-o" 2-^^ 40^0 / H \ /^/^^ J^^7^C>^ /s^ 2^4 \ T^^ /" t- /'^» /-Ofc/A'<h CITY OF BALDWIN PARK cr-^€- Ce. STANDARD M-|ONCRETE BLOCK WALL \ A py^ CKD BY APPRQVED BY DATE^^^^^- BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )RU 7/-<?e T^> e<yu/'d/ s /a/7"^ c e<2n s/dy^/a^ c^r-6 i^/^^r-e c^/-^ /o^z^'<^f y^~^ o^a ce"^^ //^^t^c?^ /e^^/- 2' s^f^e^^ ize h^un^ e /c/c^y/A'. /t^<^c/ s-^y^z 2"x z."y61} 7^7 e e/^^c^^ T^ f^//7€/- wa^/ s/a^z o^ y~^^€ 7>'ee o 7^'^ y^ ci/y/y^aw/ /?/€?S^/C 7^7^5-^ C^OS^^^/ 2^^- T^C^^ ST^^ /' T^^eS B m J 6'^7^r<- /^/w /<7^^?^/ /y^^y/^ 57^/T//1/^ 7^/^ G^£^AC A^7-£TS /. //r y w^-s, /y^c^^e1 // U/J'€'€/ / 0/C'e^ fC?Q~^S 7^€ //ys^ccT^o^ s^o^ e /^(yT^/y/e hour-^ /^ ac/^rynce O/ ff/an-i^/nq / e' sho^ / / / a/- ff/an-^/ng f f7e' snoff v^ c'r^/^-r-//^ A / a a rese^ we 0^^/^^/ng bEC//U/V O'CS y 7>e:e. wh. Wff 3 J5 7^n 7^7 t'0 7/y/yf"0ye€/ y /' y /'/y /^^/y/7-^ / /rt a q<7//on cvrH'c?/r7et 7l•/-e^*c/(°// to b<» r^[//£?^'D re u/^ e y CITY OF BALDWIN PARK STANDARD M- 2 TREE PLANTING 8 STAKING y^^ RY BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )SU BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )TU 9- 10 of C3W r'"— 0 ff'^w^ 6 CE3 W-C3G 6 4 f^ 0 /^'^ T/MM 0 rv AA/ f>/ 5- 7^70 y7<£'^7^, 7-^ 7^^ 7^7^^" /S^/^y r€?f?S^--^^ ///7e 7^7 C/^£7^y^C/ /r6 ce //^e c^o s^a^ r(^c^<^<y^ //>?^ Tbc o^ y^'^y^' //^€' x/s^/^ 7^^. y^^€^€V7^ y^y//is /r~^</ / / y i c/<7€ o^ /y^/y7<7 a^^/Tf^^?^. y c^-^^ p^ y^rr€^ e^e^ />^e/o^ c^^/w^/^ y^/^') /s~/'/^y e'^^y se^^^/^^^ /^w/~o^e^f^7^-y i^-c^/-^: a^ S~^€>H^ /?€> e^' s/^y^^y e^e^ wa/?Ao/€ Sz^^ /^<z 5^^^ /^y^-^7/ 5<z^ey- seK/oye 5^i/<y //^?e /r^z /c//r?/7^ a/s^ /^e e^- we-^-e^ T^ir /^>7e G^S W€7/7/?0/^ Ga^ a/w GQS m e^-tf^- ffas //>!S. i^yy^G/^ 7e/e/^^/?€ /^a/?^€)/e r'^/y<7//<y? ///y^ ft/.w^e y 7^/7 OUT^ CITY OP BALDWIN PARK STANDARD M-4 DRAFTING SYMBOLS Wv9G RY /<"/ CKD BY APPROVED BY DATE h^ CiTY ENGINEER R.E. /^^ BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 1966 103 CC RESOàK Ó )UU /^^L^A/ 0 rr^- /^^7/^r $^ /^/ c^c^ar or c/ew^y^ COT^^y 0 r f——— K—— Xc N- 3 0 Cb/7€/a/'^' a^e^cv /^/^/?^/?e^ y^ycre pscr^ff //^/~7^ a^c^ y^ yy//<yws ze 7/^ V-/^^ y^/€/c/a^/s Vr'e<r/y^//y c/w T^wy^} S^s/? x/sf//yy /fy^ //w^<? i /y^//^ 7 a^yh^^^y 777/77 /y C€^y^^€^c//^s7^/7y7 c/ /?<7€/c c^ Aac^} 7//r€W€f T^VC/TS +-+ wY^f /////A 0/^/^^ /^P^y^f/ r7^e^7^yC>4^ 3^^ 7^?/^ 7^ /'CW^ ///?€ je/ss7^y 7/%/ /y2?//7e i9w^€?w^ //y/€Sy /^/yv/^/ hcy/^y y^ J^a^ ycv/y 7^^ a^/ yy/^yy G£A/^^ A/O^^S /- y^ ac//^ /ace //y zy/95w6, a^€7/b^7^ c/cw^ c/v/^ yr/€'s a^ W T^/CSS/ re^v^/vyf s3^ ywyr^^f/ /^ c SQ//</ 6/^c^: ///yes c^^/w^wc^/- e^yf ff^ Aeyy^^ceww^ cs^sryy^/wyy /^^ac^r a^ Q w^- G^-W^ y^rwvy rfwy e/fsSxy^R/ysKV y^s sgw^o/ w4rs=r ecc'ssvyy 7^- c^y/y^^ 3 jw^'mwf eay^yfp s^8^w^5* //? /^ /^ys yaw w^yc^s CITY OF BALDWIN PARK STANDARD M-5 DRAFTING SYMBOLS WWG BY CKD. BY /?/r APPROVED BY DAT! m^w fts,^^- BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04 U Tamping rollers and Pneumatic rollers shall be of a type acceptable to the City Engineer. 10-10 FINISHING SLOPES AMD SURFACES; The Surfaces of all areas Of earth and other materials shall be finished to a reasonably smooth and compact surface substantially in accordance with the surface lines and cross-sections shown, of the elevations indicated on the drawings, or as directed* The degree of finish for grading slopes shall be that ordinarily obtainable from either blade-grader or scraper operations, or by handshovel operations, as the Contractor may elect, subject to the approval of the Engineer. 10-11 SUBGRADE AND EMBANKMENT PROTECTION; During construction and until final acceptance of the work/ excavations, embankments, and subgrades shall be kept shaped and effectively drained at all times. Where ruts of two 2") inches or more in depth occur in the subgrade, the subgrade shall be brought to grade, reshaped if required, and recompacted prior to the placing of base course. Storage or stock piling of materials on the subgrade will not be permitted. Mo base course shall be placed until the subgrade has been checked and approved by the Engineer. Base course shall not be placed on muddy subgrade. 10-12 WATERING: Unless otherwise specified, all water used for compacting original ground, embankments, structure and trench back- fills, subgrade, bases, and for laying dust caused by grading or traffic, shall be included in the price bid for such items, and separate payment shall not b^» allowed for watering. BIB] 38379-U01 1966-U02 103-U02 CC-U02 RESO-U02 LI3-U03 FO19677-U03 FO52101-U03 DO60925-U03 C6-U03 RESO-U03 1/26/2005-U04 ROBIN-U04